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or. I 4tft. J 7 ii CITY OF RENTON WATER SYSTEM PLAN UPDATE A COMPREHENSIVE WATER SYSTEM PLAN Draft 2012 MAYOR Denis Law PUBLIC WORKS DEPARTMENT ADMINISTRATOR Gregg Zimmerman UTILITY SYSTEMS DIVISION STAFF Lys Hornsby Abdoul Gafour J. D. Wilson MAINTENANCE SERVICES DIVISION STAFF Michael Stenhouse Ray Sled CITY COUNCIL Rich Zwicker, President Randy Corman, President Pro Tem Terri Briere, Councilmember Marcie Palmer, Councilmember Don Persson, Councilmember Greg Taylor, Councilmember Ed Prince, Councilmember PREPARED BY City of Renton with the assistance of Carollo Engineers CITY OF RENTON WATER SYSTEM PLAN UPDATE A COMPREHENSIVE WATER SYSTEM PLAN Draft 2012 This plan was prepared under the direction of the following registered professional engineer. John D. Wilson, P.E. City of Renton Lara Kammereck, P.E. Carollo Engineers CITY OF RENTON WATER SYSTEM PLAN UPDATE TABLE OF CONTENTS Executive Summary INTRODUCTION.. ..... ...... .... .... ............................................................................................... ES -1 EXISTINGSYSTEM................................................................................................................ES-3 PLANNING DATA AND WATER DEMAND FORECASTS.....................................................ES-5 WATER USE EFFICIENCY AND CONSERVATION PLAN .................................................... ES -6 POLICIES, CRITERIA, AND STANDARDS............................................................................ES-8 WATER SUPPLY, WATER RIGHTS, AND WATER QUALITY ............................................... ES -9 SYSTEMANALYSIS.............................................................................................................ES-10 OPERATIONS AND MAINTENANCE ....... ........................................................... .......... .......ES -10 CAPITAL IMPROVEMENTS PLAN ............................................ .................. ......................... ES -10 FINANCIALANALYSIS ....... ........ .............. ............................................................................ ES -13 Chapter 1 - Introduction 1.1 Purpose.....................................................................................................................1-1 1.2 Authorization..... . ------------- .............................................................................................. 1-1 1-3 Objectives......................................................................................................................1-1 1.4 Location.........................................................................................................................1-2 1.5 Ownership and Management........--•............................................................................. 1-3 1.6 System History.............................................................................................................. 1-3 1.7 Existing Service Area Characteristics............................................................................ 1-7 1.7.1 Service Area Agreements.................................................................................. 1-7 1.8 Environmental Assessment........................................................................................... 1-8 1.9 Approval Process................................................................................. .............. ..... 1-9 1.10 Related Plans............................................................................................................... 1-9 1.11 Acknowledgements................................................................................................1... 1-10 Chapter 2 - Existinsa System 2.1 System Overview........................................................................................................... 2-1 2.2 Water System Description............................................................................................. 2-4 2.2.1 Source of Supply............................................................................................... 2-4 2.2.1.1 Springbrook Springs (DOH Source S05) ........................................... 2-4 2.2.1.2 Wells 1, 2, and 3 (DOH Source S10 — Wellfield) ............................... 2-5 2.2.1.3 Well 8 (DOH Source S07)................................................................. 2-6 2.2.1.4 Well 9 (DOH Source S09)................................................................. 2-6 2.2.1.5 Emergency Well 3 (DOH Source S16) .............................................. 2-6 2.2.1.6 Well 5 (DOH Source SO4)................................................................. 2-7 2.2.1.7 Maplewood Wellfield (DOH Source S13) .......................................... 2-7 CAROLLOENGMEERS i DRAFT - February 14, 2012 pw:l7CamllolDocumentslClienUWAlRentonl8585AOOIDeltverableslMasler TOC ClTYOFRENTON TABLE OF CONTENTS Chapter 3 - Plannina Data and Water Demand Forecasts 3.1 Population and Demographic Trends ...................................................... 3.1.1 Historical Population and Demographics ..................................... 3.1.2 Population and Demographic Forecasts ..................................... 3.2 Historical Connections and Water Use ................................................... 3.2.1 Historical Service Connections.................................................... 3.2.2 Historical Source Production....................................................... 3.2.3 Historical Water Consumption by User Class .............................. 3.2.4 Average Day, Maximum Day, and Peak Hour Demands ............ 3.2.4.1 Average Day Demand ................................................. 3.2.4.2 Maximum Day Demand ............................................... 3.2.4.3 Peak Hour Demand ..................................................... 3.2.5 Seasonal Variation in Consumption by Customer Class ............. 3.3 Equivalent Residential Units................................................................... 3.4 Other Authorized Consumption............................................................... 3.5 Unaccounted-for Water........................................................................... 3.6 Zoning Designations............................................................................... 3.7 Projected Number of Connections.......................................................... 3.8 Projected Water Demand and ERUs...................................................... 3.8.1 Projected Equivalent Residential Units ....................................... .................... 3-2 .................... 3-3 ......... I .......... 3-3 ... I ................ 3-4 --------------------3-5 .................... 3-9 ....... I............ 3-9 .................... 3-9 I ................... 3-9 --- - -- - - -- -------- 3-11 .................. 3-14 .................. 3-15 .................. 3-15 .................. 3-19 .................. 3-20 .................. 3-22 .................. 3-23 CAROLLOENGINEERS TOC - ii February 14, 2012 pw:llCarol{a DocumenWClientMAlRen�on)8595AWDeliverablesfMaster TOC 2.2.1.8 Well 4 (DOH Source S06) .............................. .................................... 2-8 2.2.1.9 Seattle Interties (DOH Source S08) ............................................. ......2-8 2.2.2 Storage ................................... .......................................................................... 2-10 2.2.2.1 North Talbot Reservoir (Valley 196 Zone)........................................2-10 2.2.2.2 Mount Olivet Reservoir (Valley 196 Zone) .......................... ............. 2-11 2.2.2.3 Highlands 435 Reservoir — 1.5-MG(Highlands 435 Zone) ...............2-11 2.2.2.4 Highlands 435 Reservoir — 2 -MG (Highlands 435 Zone) .................2-12 2.2.2.5 Highlands 565 Reservoir - 0.75 -MG (Highlands 565 Zone) .............2-12 2.2.2.6 Hazen 565 Reservoir - 4.2 -MG (Highlands 565 Zone).....................2-13 2.2.2.7 Rolling Hills 590 Reservoir (Rolling Hills 590 Zone) ... ...................... 2-13 2.2.2.8 Rolling Hills 490 Reservoir (Rolling Hills 490 Zone).........................2-13 2.2.2.9 West Hill Reservoir (West Hill 495 Zone).........................................2-13 2.2.2.10 South Talbot Reservoir (South Talbot 350 Zone).............................2-13 2.2.3 Booster Pump Stations.................................................................................... 2-15 2.2.3.1 Mt. Olivet Booster Pump Station......................................................2-15 2.2.3.2 Houser Way Booster Pump Station..................................................2-15 2.2.3.3 Monroe Avenue Booster Pump Station ....................................... ..... 2-19 2.2.3.4 North Talbot Booster Pump Station..................................................2-19 2.2.3.5 Rolling Hills Booster Pump Station ............................... .................... 2-20 2.2.3.6 Tiffany Park Booster Pump Station..................................................2-20 2.2.3.7 Fred Nelson Booster Pump Station..................................................2-20 2.2.3.8 Maplewood Booster Pump Station...... ----------------- ........................... 2-20 2.2.3.9 South Talbot Booster Pump Station.................................................2-21 2.2.3.10 West Hill Booster Pump Station.......................................................2-21 2.2.4 Pressure Zones and Pressure -Reducing Stations...........................................2-21 2.2.5 Interties and Emergency Supply Sources........................................................2-30 2.2.6 Distribution System.........................................................................................2-30 2.2.7 Source Treatment .... ........................................................................................ .2-35 2.2.8 Telemetry and SCADA.................................... ................................................. 2-35 Chapter 3 - Plannina Data and Water Demand Forecasts 3.1 Population and Demographic Trends ...................................................... 3.1.1 Historical Population and Demographics ..................................... 3.1.2 Population and Demographic Forecasts ..................................... 3.2 Historical Connections and Water Use ................................................... 3.2.1 Historical Service Connections.................................................... 3.2.2 Historical Source Production....................................................... 3.2.3 Historical Water Consumption by User Class .............................. 3.2.4 Average Day, Maximum Day, and Peak Hour Demands ............ 3.2.4.1 Average Day Demand ................................................. 3.2.4.2 Maximum Day Demand ............................................... 3.2.4.3 Peak Hour Demand ..................................................... 3.2.5 Seasonal Variation in Consumption by Customer Class ............. 3.3 Equivalent Residential Units................................................................... 3.4 Other Authorized Consumption............................................................... 3.5 Unaccounted-for Water........................................................................... 3.6 Zoning Designations............................................................................... 3.7 Projected Number of Connections.......................................................... 3.8 Projected Water Demand and ERUs...................................................... 3.8.1 Projected Equivalent Residential Units ....................................... .................... 3-2 .................... 3-3 ......... I .......... 3-3 ... I ................ 3-4 --------------------3-5 .................... 3-9 ....... I............ 3-9 .................... 3-9 I ................... 3-9 --- - -- - - -- -------- 3-11 .................. 3-14 .................. 3-15 .................. 3-15 .................. 3-19 .................. 3-20 .................. 3-22 .................. 3-23 CAROLLOENGINEERS TOC - ii February 14, 2012 pw:llCarol{a DocumenWClientMAlRen�on)8595AWDeliverablesfMaster TOC CITY OF RENTON TABLE OF CONTENTS 3.8.2 Projected Average and Maximum Day Demands ............................................ 3-25 3.8.3 Potential Range in Future Water Demand .......................................... .......... 3-28 3.8.4 Projected Range of Demands with Additional Conservation ........................... 3-29 Chapter 4 - Water Use Efficiencv & Conservation Prouram 4.1 Planning Requirements ................................................................................................ 4-1 4-8 4.1.1 Data Collection.................................................................................................. 4-1 4.4.2.1 Municipal Water Law....................................................................... 4.1.2 Demand Forecast.............................................................................................. 4-2 4.2 Distribution System Leakage......................................................................... .............. 4-2 4.3 Metering ...... ................. ..................... ............................................................................ 4-5 4-4 Conservation Planning.................................................................................................. 4-5 4.4.1 Historic Conservation Program.......................................................................... 4-8 4.4.1-1 Consumption History......................................................................... 4-8 4.4.2 Current Conservation Program........................................................................ 4-13 4.4.2.1 Municipal Water Law....................................................................... 4-13 4.4.2.2 Mandatory Measures---------------------------------------------------------------------- 4-14 4.4-3 Proposed Conservation Program.................................................................... 4-15 4.4.3.1 Selected Measures.......................................................................... 4-15 4.4.3.2 Regional Conservation Participation ............................................... 4-16 Chapter 5 - Policies, Criteria, Standards 5.1 Introduction.................................................................................................................... 5-1 5.2 Service Area, Policies, and Standards.......................................................................... 5-1 5.3 Summary of Policies for Water System Plan................................................................. 5-2 5.3.1 Service Area..................................................................................................... 5-2 5.3.1.1 Mission Statement ........... ..-.............................................................. 5-2 5.3.1.2 Service Availability............................................................................. 5-2 5.3.1.3 Government Consistency.................................................................. 5-2 5.3.1.4 Existing Water Service Area and Retail Water Service Area ............ 5-3 5.3.1.5 Future Retail Water Service Area ...................................................... 5-3 5.3.1.6 Urban Growth Area............................................................................ 5-3 5.3.1.7 Satellite/Remote Systems................................................................. 5-3 5.3.1.8 Service for Annexations without Existing Municipal Water Supplies. 5-3 5.3.1.9 Service for Annexations with Existing Municipal Water Supplies ...... 5-4 5.3.1.10 Service for Protection of Public Health .............................................. 5-4 5.3.1.11 Conditions for Service to Properties with Existing Private and or ExemptWells..................................................................................... 5-4 5.3.1.12 Requests for Assumption by Water Districts or Private Water Systems........................................................................................... . . 5-5 5.3.1.13 City Initiated Assumption of Water Districts or Private Water Systems............................................................................................. 5-5 5.3.1.14 Wholesaling Water............................................................................ 5-5 5.3.1.15 Wheeling Water................................................................................. 5-5 5.3.2 Water Supply Planning And Management Policies ........................................... 5-6 5.3.2.1 Water Supply Planning...................................................................... 5-6 5.3,2.2 Regional Water Supply Planning....................................................... 5-6 5.3.2.3 Water Supply and Resources Management ...................................... 5-7 5.3.2.4 Reclaimed Water Use........................................................................ 5-7 5.3.2.5 Conservation and Water Use Efficiency ............................................ 5-7 CAROLLOENGINEERS TOC - iii February 14, 2012 pw flOarollolDocumenWCllentNVAIRenton18595ANDeliverabies/Master TOC C7Tf OFRENTON TABLE OF CONTENTS CAR0LL0 ENGINEERS TOC - iv February 14, 2012 pw:llCarollDDxumentslClienVWA/Rentonl8595AOOOdivembleslMaster TOC 5.3.2-6 Water Shortage Response Plan.........................................................5-8 5.3.2.7 Emergency Interties....... .................................................................... 5-8 5.3.2.8 Water Quality ........................................................................... ......... 5-8 5.3.2-9 Cross Connection Control..................................................................5-8 5.3.2.10 Wellhead Protection Program............................................................5-9 5.3.2.11 Aquifer Protection Program................................................................ 5-9 5.3.3 Water Main Extension And Service Ownership ............................ ............... ....... 5-9 5.3-3-1 Orderly Extension of Utilities..............................................................5-9 5.3.3.2 Extension Across Full Frontage of Properties....................................5-9 5.3.3.3 Sizing of Water Mains ....................................... ................................. 5-9 5.3-3-4 Requirements for Looping of Water Mains.......................................5-10 5.3.3.5 Design of Water Main Extension...................................................... 5-10 5.3.3.6 Construction of Water Main Extension ............................ ............ ..... 5-10 5-3-3.7 Oversizing of Water Main Extension................................................5-11 5.3.3.8 Water Main Extension - Exception...................................................5-11 5.3.3.9 Water Service and Water Meter Ownership/Responsibility ..............5-11 5-3.3-10 Requirement for Water Meters.........................................................5-11 5.3.3.11 Water Main Extension by Developers ...................... ....5-11 .................... 5.3.3.12 Late -comer Agreements...................................................................5-12 5.3.4 System Reliability and Emergency Management Plan.....................................5-12 5.3.4.1 Service Reliability.............................................................................5-12 5.3.4.2 Emergency Preparedness........................................................ ........ 5-13 5-3-4.3 Vulnerability Assessment.................................................................5-13 5.3.4.4 Multiple Sources of Supply...............................................................5-13 5.3.5 Fire Protection Policies.....................................................................................5-13 5.3.5.1 Fire Protection Responsibility...........................................................5-13 5.3.5.2 Fire Flow Requirements for New Construction.................................5-13 5.3.5.3 Fire Flow Requirements for Existing Construction ...........................5-14 5.3.5.4 Fire Flow Quantity............................................................................5-14 5.3.5.5 Fire Flow Storage.............................................................................5-14 5.3.5.6 Fire Hydrants... ................................................................................. 5-14 5.3.6 Financial Policies..............................................................................................5-15 5.3.6.1 Fiscal Stewardship...........................................................................5-15 5.3.6.2 Enterprise Fund — Self-sufficient Funding........................................5-15 5.3.6.3 Rate Stabilization.............................................................................5-15 5.3.6.4 Operating Reserve................................................................ .......... .5-15 5.3.6.5 Debt Service............................................................. ........................ 5-15 5.3.6.6 Bonds vs. Cash Expenditures: ......................................................... 5-15 5.3.6.7 Comprehensive Planning.................................................................5-16 5.3.6.8 Equitable Rates---............................................................................. 5-16 5.3.6.9 Outside -City Rates...........................................................................5-16 5.3.6.10 Discounted Rates.............................................................................5-16 5.3.6.11 Other Fees and Charges ----------- ....................................................... 5-16 5.3.6.12 Ancillary Charges.............................................................................5-17 5.3.6.13 Inflation Rate ...................... .............................................................. 5-17 5.3.7 Facilities Policies..............................................................................................5-17 5.3.7-1 System Pressure..............................................................................5-17 5.3.7.2 Velocity .............................................. ............................................... 5-17 5.3.7.3 Storage.............................................................................................5-18 5.3.7-4 Pipelines and Water Services..........................................................5-19 5.3.7.5 Booster Pumps ........... ........ .............................................................. 5-20 CAR0LL0 ENGINEERS TOC - iv February 14, 2012 pw:llCarollDDxumentslClienVWA/Rentonl8595AOOOdivembleslMaster TOC CITY of RENroN TABLEOFCONTENTS 5.3.7.6 Pressure Reducing Stations(PRV's)............................................... 5-20 5.3.7.7 Supervisor Control and Data Acquisition (SCADA) Telemetry 6-2 System. ............................... ...... ..................... ........... ... ... .... .... .... ... 5-21 5.3.7.8 Construction Standards................................................................... 5-21 5.3.7.9 Standard Useful Life for Design ....................................................... 5-21 5.3.7.10 Facilities Maintenance..................................................................... 5-22 5.3.7.11 Joint Use Facilities--------------------------------------------------------------------------- 5-22 5.3.8 Organizational Policies.................................................................................... 5-22 5.3.8.1 Structure.......................................................................................... 5-22 5.3.8.2 Project Review Procedures............................................................. 5-23 5.3.8.3 Requirements for Outside Parties ................................................... 5-24 Chapter 6 - Water Supply and Water Rights 6.1 Water Supply Resources............................................................................................... 6-1 6.1.1 Cedar Valley Aquifer.......................................................................................... 6-2 6.1.2 Downtown Wells................................................................................................ 6-2 6.1.3 Springbrook Springs.......................................................................................... 6-2 6.1.4 Maplewood Production Aquifer.......................................................................... 6-3 6.1.5 Maplewood Wells.............................................................................................. 6-3 6.1.6 Well 5A.............................................................................................................. 6-3 6.2 Condition of Supply Sources......................................................................................... 6-4 6.3 Capacity of Supply Sources.......................................................................................... 6-4 6.4 Water Rights.................................................................................................................. 6-5 6.4.1 Existing Water Rights........................................................................................ 6-5 6.4.2 Forecasted Water Rights................................................................................... 6-8 6.5 Interties ------------------------------------------------------------------------------------------------------------------------ 6-11 6.6 Water Quality Plan and Treatment.............................................................................. 6-11 6.6.1 Existing Water Quality..................................................................................... 6-12 6.6.2 Treatment........................................................................................................ 6-12 6.6.3 Water Quality Monitoring................................................................................. 6-13 6.6.4 Corrosion Control Program.............................................................................. 6-14 6.7 State and Federal Regulatory Requirements.............................................................. 6-15 6.7.1 Total Coliform Rule.......................................................................................... 6-15 6.7.2 Stage 1 & 2 Disinfectants and Disinfection Byproducts Rules ......................... 6-15 6.7.3 Ground Water Rule.......................................................................................... 6-18 6.7-4 Radionuclides Rule.......................................................................................... 6-18 6.7.5 Inorganic Chemical Analysis............................................................................ 6-18 6.7.6 Organic Chemical Analysis.............................................................................. 6-18 6.7-7 Lead and Copper..... .......... I ...... ... I ... I ...... I ........................................................ 6-19 6.7.8 Future Regulations.......................................................................................... 6-19 6.8 Wellhead Protection Program...................................................................................... 6-20 6.9 System Reliability........................................................................................................ 6-21 6.9.1 Reliability Efforts........................................................................ 6-21 6.9-2 Water Shortage Response Planning............................................................... 6-22 6.10 Long -Range Water Supply Planning........................................................................... 6-22 6.10.1 Regional Water Supply Issues......................................................................... 6-23 6.11 Recommended Water Supply Improvements.............................................................. 6-24 CAROLLo ENGINEERS TOG - v February 14, 2012 pw:lKarol[alDwumenlslClientlWAlRenionlB595AOC1Deliverahles/Master TOC CITY OFRENTON TABLEOFCONTENTS Chanter 7 - Water Svstern Analvsis 7.1 Introduction........................................................................................................... ........ 7-1 7.2 Operational Areas..........................................................................................................7-1 7.3 Pump Station Analysis...................................................................................................7-4 7.3.1 Existing System.................................................................................................. 7-4 7.3.1.1 Valley.................................................................................................7-4 7.3.1.2 West Hill 495 ................................................. ..................................... 7-4 7.3.1.3 Highlands 435....................................................................................7-6 7.3.1.4 Highlands 565 ---- ....... ......................................................................... 7-7 7.3.1,5 Rolling Hills 590 .................................... ............................................ 7-8 7.3.1.6 Raking Hills 490.................................................................................7-9 7.3.1.7 Talbot Hill 350....................................................................................7-9 7.3.2 System Recommendations..............................................................................7-11 7.4 Storage Analysis.........................................................................................................7-11 7.4.1 Elements of Storage.........................................................................................7-11 7.4.1.1 Operational Storage .................................................. .................. ..... 7-11 7.4.1.2 Equalizing Storage .......................................... ....7-14 ............................. 7.4.1.3 Emergency Storage 1 Fire Storage...................................................7-15 7.4.1.4 Dead Storage Volume......................................................................7-17 7.4.2 Storage Analysis per Operational Area............................................................7-18 7.4.2.1 Valley Operational Area...................................................................7-18 7.4.2.2 West Hill 495 Operational Area........................................................7-19 7.4.2.3 Highlands 435 Operational Area......................................................7-20 7.4.2.4 Highlands 565 Operational Area ........................ ............7-21 .................. 7.4.2.5 Rolling Hills 590 Operational Area...................................................7-21 7.4.2.6 Rolling Hills 490 Operational Area ........................................ .7-22 .......... 7.4.2.7 Talbot Hill 350.............................................................. --- ............ 7-23 7.4.3 Storage Recommendations..............................................................................7-23 7.4.4 2017 Improvements.........................................................................................7-24 7.4.5 2031 Improvements..........................................................................................7-24 7.5 Distribution System Analysis ................... ..............7-24 ....................................................... 7.5.1 Evaluation Criteria............................................................ ............................... 7-25 7.5.1.1 Fire Test Model Criteria....................................................................7-25 7.5.2 Pressure Analysis --.---• .....................................................................................7-30 7.5.3 Fire Flow Analysis...................................................................•--......................7-30 7.5-4 Recommended Improvements.........................................................................7-39 7.5.4.1 Pressure Zone Improvements..........................................................7-39 7.5.4.2 Fire Flow Improvements ................................................ ................... 7-46 7.5-5 Annual Pipeline Replacement Program...........................................................7-47 7.6 Summary of Recommendations .......................................... ......................................... 7-53 7.6.1 2017 Improvements.......................................................................................... 7-53 7.6.2 2031 Improvements.. ........................................................................................ 7-54 Chapter 8 - Operations and Maintenance 8.1 Water System Management.................•--•---••--•-•............................................................8-1 8. 1.1 Normal Day -to -Day Operations............................................................... --.--.....8-1 8.1.2 Preventive Maintenance.....................................................................................8-1 8.1.3 Field Engineering ............................................ ................................................... 8-1 8.1.4 Water Quality Monitoring............................................................................... ...8-2 CAROLLOENGMEERS TOC - vi February 14, 2012 pw.lfCaroilolDocurnents/ClientfWA/Renton1B595AOD/DeiiverahleslMaster TOC CITYOF RENToN TABLE OF CONTENTS Chapter 9 - Capital Improvement Plan 9.1 Introduction................................................................................................................... 8.1.5 Emergency Response.,--., .......................... ................................................. 8-2 ............................................................................................................. 8.1.6 Cross Connection Control Plan......................................................................... 8-2 8.1.7 Capital Improvement Program............................................................ ......_------ 8-3 9-1 8.1.8 Budget Formulation........................................................................................... 8-3 8.1.9 Response to Complaints.................................................................................... 8-3 9-1 8.1.10 Public and Press Contact.................................................................................. 8-4 8.1.11 Billing .... ............ .... ... .... .................. ... I ... ... .... I .................................. .....8-4 Flexibility............................................................................................ 8.2 Operator Certification.................................................................................................... 8-4 8-3 System Operation.......................................................................................................... 8-6 9.2.3 Water Quality Improvements and Regulatory Compliance Projects .................. 8.3.1 Identification of Major System Components...................................................... 8-6 Primary Disinfection for Wells PW -8, PW -9, EW -3 and Springbrook 8.3.2 Routine System Operation................................................................................. 8-6 Springs...............................•----•-------.-----..--........................................ 8.3.3 Preventive Maintenance Program..................................................................... 8-7 Well 5A Water Treatment Improvements .......................................... 8.3.4 Equipment, Supplies, and Chemical Listing ...................................................... 8-7 8.4 Emergency Response Program.................................................................................... 8-7 8.4.1 Water System Personnel Emergency Call-up List ............................................. 8-7 9-6 8.4.2 Notification Procedures — Water Quality Emergencies ...................................... 8-8 9-6 8.4.3 Vulnerability Analysis......................................................................................... 8-8 9-7 8-4-4 Contingency Operational Plan........................................................................... 8-8 8.5 Safety Procedures..................................................................................................... 8-9 8.6 Customer Complaint Response Program...................................................................... 8-9 8.7 Record Keeping and Reporting..................................................................................... 8-9 Chapter 9 - Capital Improvement Plan 9.1 Introduction................................................................................................................... 9-1 9.2 Capital Projects ............................................................................................................. 9-1 9.2-1 Projects to Address Future Water Supply Needs and Increase Storage Capacity....................................................................... ...................................... 9-1 9.2.1.1 50 -Year Water Supply Purveyor Contract with Seattle Public Utilities............................................................................................... 9-1 9.2.1.2 Future Reservoirs to Increase Storage and for Operational Flexibility............................................................................................ 9-2 9.2.2 Projects to Increase Water System Reliability and Redundancy ....................... 9-4 9.2.2.1 Back -Up Power to Pump Stations and Production Wells Pumps ...... 9-4 9.2.3 Water Quality Improvements and Regulatory Compliance Projects .................. 9-5 9.2.3.1 Primary Disinfection for Wells PW -8, PW -9, EW -3 and Springbrook Springs...............................•----•-------.-----..--........................................ 9-5 9.2.3.2 Well 5A Water Treatment Improvements .......................................... 9-6 9.2.4 Transmission and Distribution Pipelines Renewal and Replacement Projects.- 9-6 9.2.4.1 Asset Management Plan for Renewal and Replacement of Water Mains................................................................................................. 9-6 9.2.4.2 Water Main Replacement Projects to Increase Fire Flow Capacity .. 9-6 9.2.4.3 Annual Water Main Replacement Program ....................................... 9-7 9-2-4.4 Optimization of Pressure Zones in Distribution System .................... 9-7 9.2.4.5 Water Main Replacement in conjunction with Roadway Improvements Projects...................................................................... 9-7 9-2.4.6 Rainier Avenue S. from S. Grady Way to S. 2nd St .......................... 9-8 9.2.4.7 SW 27th St - Strander Boulevard Water Main Extension .................. 9-8 9.2.4.8 Water Main Improvements in Redevelopment Areas ........................ 9-8 9-2-4.9 Other On -Going Capital Programs and Plans ................................... 9-8 9.3 Summary .................................................................................. .......................... 9-9 CAROLLDENGINEERS TOC - vii February 14, 2012 pw:llCarollolDocumenWClientlWWRentcn16595AD01Deliuerables/Master TOC CTTYOFRENTON TABLE OF CONTFNTS Chapter 10 - Financial Analysis 10.1 Introduction..................................................................................................................10-1 10.2 Revenues and Funding Sources ........... ....................................................................... 10-1 10.3 Historical Financial Performance.................................................................................10-2 10.4 Financial Outlook............................................................... .......................................... 10-3 10.5 Funding for Comprehensive Plan Capital Improvements Recommendations ....... ....... 10-7 10.6 Water Rates.................................................................................................................10-7 APPENDICES Appendix A SEPA Checklist and DNS Appendix B Agency Comment Letters and Responses Appendix C Adopting Resolution Appendix D Agreements Appendix E Water Rights Documents Appendix F System Maps Appendix G Cross Connection Control Plan Appendix H Drinking Water Quality Monitoring Plan Appendix I Demographic Projection Methodology Appendix J Standard Specifications & Details Appendix K Hydraulic Modeling, Calibration, and Results Appendix L Wellhead Protection Plan Appendix M Municipal Water Law Checklist Appendix N Aquifer Monitoring Report Appendix O Water Facilities Inventory Form Appendix P Water Loss Control Action Plan CAROLLOENGINEERS TOC - viii February 14, 2012 pw:llCarollaiDocumen4alCientNVAIRentonl8595A007deliverables/Master TOC 0TroFRENToN TABLE OF CONTENTS LIST OF TABLES Table ESA Historical Average and Maximum Day Demand................................................ES-5 Table 2.2 Table ES -2 Projected Average and Maximum Day Demands .............................................. ES -6 Table ES.3 WUE Mandatory Measures................................................................................ES-8 Table 2.4 Table ES.4 Short -Term (2012-2017) Water Capital Improvement Program Summary ...... ES -11 Table ES -5 Long -Term (2018-2031) Water Capital Improvement Program Summary....... ES -12 Table ES.6 Water Utility Fund Forecasted Revenues, Expenses & Fund Balances Table 2.7 Pressure Zones by Operating Area.................................................................... byYear........................................................................................ES-14 Table 2.8 Table 2.1 Pressure Zones by Geographical Area................................................................ 2-2 Table 2.2 Active Supply Sources ........................................... ................ 2-5 Table 2.3 All Interties of All Types... ....... ...................................... ...... ............................... 2-9 Table 2.4 Existing Storage Facilities.................................................................................. 2-14 Table 2.5 Booster Pump Stations...................................................................................... 2-16 Table 2.6 Pressure Zones — Minimum and Maximum Service Pressures and Elevations. 2-23 Table 2.7 Pressure Zones by Operating Area.................................................................... 2-23 Table 2.8 Pressure Reducing Station................................................................................ 2-26 Table 2-9a Pipe Inventory — Length by Diameter and Zone ................................................. 2-31 Table 2-9b Pipe Inventory — Length by Diameter and Material ............................................ 2-31 Table 2.9c Pipe Inventory — Length by Material and Age .................................................... 2-32 Table 2.10 Water Main Replacements Since 2003.............................................................. 2-34 Table 3-1 Historical Demographics..................................................................................... 3-2 Table 3.2 Demographic Projections..................................................................................... 3-2 Table 3-3 Historical Service Connections........................................................................... 3-3 Table 3.4 Historical Annual Water Production by Source .................................................... 3-5 Table 3.5 Historical Water Consumption by Customer Class .............................................. 3-7 Table 3.6 Historical Average and Maximum Day Demand... ............................ ...... ...". 3-11 Table 3-7 Seasonal Consumption by Customer Type (2004 - 2009) ................................. 3-14 Table 3.8 Historical Water Consumption per Account by Customer Class ........................ 3-16 Table 3.9 Historical Number of ERUs by Customer Class ................................................. 3-17 Table 3-10 Historical Unaccounted-for Water...................................................................... 3-17 Table 3-11 Projected Average Annual Growth Rates by Customer Class ........................... 3-22 Table 3.12 Projected Connections by Customer Type ......................................................... 3-22 Table 3.13 Projected ERUs by Customer Type................................................................... 3-23 Table 3-14 Projected Average and Maximum Day Demands .............................................. 3-26 Table 3.15 Projected Range in Future Demand................................................................... 3-31 Table 4.1 Categories of Data Collection.............................................................................. 4-2 Table 4.2 Distribution System Losses (DSL)....................................................................... 4-3 Table 4.3 Connections by Customer Category — 2010 ........................................................ 4-5 Table 4.4 Renton Historical, Current and Proposed Water Conservation Measures......... 4-12 Table 4.5 WUE Mandatory Measures................ ...... ...... 4-13 Table 4-6 Changes in Customer Class Rates.................................................................... 4-15 Table 4.7 Saving Water Partnership Conservation Measures and Strategies ................... 4-17 Table 6-1a Existing Water Rights Status — Production Wells ................................................. 6-6 Table 6.1 b Existing Water Rights Status - Interties ........................ Table 6-2a Forecasted Water Rights Status.......................................................................... 6-9 CAROLLOENGINEERS TOC - ix February 14, 2012 pw:fiCarollo)DocumenWOlienVWAlRentonl8595AODIDeliverableslMaster TOG Table 10.1 Water Utility Fund (Fund 405).............................................................................10-2 Table 10.2 Water Utility Fund (Fund 405).............................................................................10-5 Table 10.3 2012 City of Renton Water Commodity Rate Schedule......................................10-7 Table 10.4 2012 City of Renton Monthly Water Base Charge Rate Schedule ........ ............. 10-8 LIST OF FIGURES Figure ES.1 Service Area.................................................................................................... ES -2 Figure ES.2 Water Facility Locations..................................................................................... ES -4 Figure 1.1 Adjacent Purveyors...............................................................................................1-4 Figure 1.2 City of Renton Drinking Water Organization.........................................................1-5 CAROLED ENGINEERS TOC - x February 14, 2012 pw:lfCarollal0ocumenlslClienVWAIRenbon78595ACOfDeliverables/Master TOC CITE OFRENTON TABLE DF CONTENTS Table 6.2b Forecasted Intertie Status...................................................................................6-10 Table 6.3 Existing and Future Requirements of the Safe Drinking Water Act ....................6-16 Table 7.1 Operational Areas and Pressure Zones...............................................................7-1 Table 7.2 Valley Source Capacity Analysis (Existing) --- ........ ............................................... 7-5 Table 7-3 West Hill 495 Source Capacity Analysis (Existing)...............................................7-6 Table 7.4 Highlands 435 Source Capacity Analysis (Existing) ............................... .............. 7-7 Table 7.5 Highlands 565 Source Capacity Analysis (Existing).............................................7-8 Table 7.6 Rolling Hills 590 Source Capacity Analysis (Existing)..........................................7-9 Table 7.7 Rolling Hills 490 Source Capacity Analysis (Existing) ........................................ 7-10 Table 7.8 Talbot 350 Source Capacity Analysis (Existing).................................................7-10 Table 7.9 Operational Storage Volumes.............................................................................7-12 Table 7-10 Equalizing Storage Volumes...............................................................................7-14 Table 7.11 Emergency Storage Volumes ..................................... ........................................ 7-15 Table 7.12 Maximum Fire Flows...........................................................................................7-16 Table 7.13 Nested Fire and Emergency Volume..................................................................7-17 Table 7.14 Reservoir Dead Volume......................................................................................7-18 Table 7.15 Valley Storage Analysis (Existing)........................................................ .............. 7-19 Table 7.16 West Hill 495 Storage Analysis (Existing)...........................................................7-20 Table 7.17 Highlands 435 Storage Analysis (Existing).........................................................7-20 Table 7.18 Highlands 565 Storage Analysis (Existing) ........................................... .............. 7-21 Table 7.19 Rolling Hills 590 Storage Analysis (Existing)......................................................7-22 Table 7.20 Rolling Hills 490 Storage Analysis (Existing)......................................................7-22 Table 7.21 Talbot Hill 350 Storage Analysis (Existing) .................................... .....................7-23 Table 7.22 Service Criteria for Required Fire Flow..............................................................7-25 Table 7.23 Large Fire Requirements....................................................................................7-28 Table 7.24 System Fire Flows ............................... ............................................................... 7-37 Table 7.25 New Pipes and Recommended Pipe Replacement for Fire Flow... .................... 7-46 Table 7.26 Useful Life of Pipes.............................................................................................7-49 Table 7.27 Pipe Length by Decade Installed and Material Type..........................................7-50 Table 8.1 Staff Certification........................................................................... ......8-5 ................. Table 8.2 Operations & Maintenance Activities - Typical Year ... ....................................... 8-11 Table 8.3 Water Maintenance Services Equipment List 2011 ............................................8-15 Table 9.1 Short -Term (2012-2017) Water Capital Improvement Program ............ ....... ......9-10 Table 9.2 Long -Term (2018-2031) Water Capital Improvement Program ..........................9-11 Table 10.1 Water Utility Fund (Fund 405).............................................................................10-2 Table 10.2 Water Utility Fund (Fund 405).............................................................................10-5 Table 10.3 2012 City of Renton Water Commodity Rate Schedule......................................10-7 Table 10.4 2012 City of Renton Monthly Water Base Charge Rate Schedule ........ ............. 10-8 LIST OF FIGURES Figure ES.1 Service Area.................................................................................................... ES -2 Figure ES.2 Water Facility Locations..................................................................................... ES -4 Figure 1.1 Adjacent Purveyors...............................................................................................1-4 Figure 1.2 City of Renton Drinking Water Organization.........................................................1-5 CAROLED ENGINEERS TOC - x February 14, 2012 pw:lfCarollal0ocumenlslClienVWAIRenbon78595ACOfDeliverables/Master TOC CITY OF RENTON TABLE OF CONTENTS Figure1.3 Service Area......................................................................................................... 1-6 Figure 2.1 Water Facility Locations....................................................................................... 2-3 Figure 2.2 Hydraulic Profile Schematic............................................................................... 2-24 Figure 3.1 Average Water Production by Source (2004 to 2009) ......................................... 3-6 Figure 3.2 Water Consumption Percentage by Customer Class (2004 to 2009) .................. 3-8 Figure 3.3 Historical Annual Water Consumed................................................................... 3-10 Figure 3.4 Average Monthly Consumption, Including Wholesale (2004 to 2009) ............... 3-12 Figure 3.5 Average Seasonal Consumption by Customer Class (2004 to 2009) ................ 3-13 Figure 3.6 Historical Annual Water Production vs. Consumption ........................................ 3-18 Figure 3.7 Renton Zoning Map............................................................................................ 3-21 Figure 3.8 Projected Number of ERUs................................................................................ 3-24 Figure 3.9 Projected Average and Maximum Day Demand ................................................ 3-27 Figure 3.10 Potential Range in Future Demand Projections ................................................. 3-30 Figure 4.1 DSL 3 -Year Rolling Average................................................................................ 4-4 Figure 4.2 Water Use by Customer Category - 2010............................................................ 4-6 Figure 4.3 Monthly Water Production 2010........................................................................... 4-7 Figure 4.4 Average Annual Consumption Single -Family Connection ................................... 4-9 Figure 4.5 Total Consumption............................................................................................. 4-10 Figure 4.6 Annual Consumption per Connection................................................................ 4-11 Figure 7.1 Water Facility Locations... .................................................................................... 7-2 Figure 7.2 Hydraulic Profile Schematic................................................................................. 7-3 Figure 7.3 Five Types of Storage Required........................................................................ 7-13 Figure 7.4 Fire Flow Requirements... .................................................................................. 7-26 Figure 7.5 Large Fire Locations ..................... ____ ...... ....... ............................................... 7-27 Figure 7.6 Nodes With High and Low Pressure 2017 ......................................................... 7-31 Figure 7.7 Nodes With High and Low Pressure 2031 ......................................................... 7-32 Figure 7.8 2017 1000-gpm Fire Deficiency......................................................................... 7-33 Figure 7.9 2017 3000-gpm Fire Deficiency......................................................................... 7-34 Figure 7.10 2031 1000-gpm Fire Deficiency......................................................................... 7-35 Figure 7.11 2031 3000-gpm Fire Deficiency......................................................................... 7-36 Figure 7.12 Areas of Improvement....................................................................................... 7-41 Figure 7.13 Area 1 - Kennydale 320/Highlands 435 Rezone Study ..................................... 7-42 Figure 7.14 Area 2 - Rolling Hills Rezone Study.................................................................. 7-43 Figure 7.15 Area 3 -Talbot Hill Rezone Study..................................................................... 7-44 Figure 7.16 Area 4 - West Hills Rezone Study..................................................................... 7-45 Figure 7.17 Recommended Replacement for Fire................................................................ 7-48 Figure 7.18 Pipes Reaching End of Useful Life..................................................................... 7-51 Figure 7.19 Map of Pipes Reaching End of Useful Life ......................................................... 7-52 CAROLLO ENGINEERS TOC - A February 14, 2012 pw,, fCarolloOmumentslClient/WAlRenton18595AOD1DellverahleslMaster TOC Page 1 of 4 pw:!lCamllolDocumentslClientWNRentonJO595AOO1DeliverableslAcmryms.docx LIST OF ACRONYMS AC Asbestos Cement accnt Account ADD Average Day Demand AF Acre -Feet AFY Acre -Feet per Year AMP Asset Management Program AMR Automatic Meter Read AWWA American Water Works Association BPS Booster Pump Station ccf Hundred Cubic Feet CIP Capital Improvement Plan CIP Cast Iron Pipe City City of Renton cf Cubic Feet Council City Council CPI -U Consumer Price Index CT Contact Time CT6 Chlorine Contact time of Six Minutes CWA Cascade Water Alliance D/DBPR Disinfectants 1 Disinfection Byproducts Rule DIP Ductile Iron Pipe DNS Determination of Non -significance DOE Department of Ecology Page 1 of 4 pw:!lCamllolDocumentslClientWNRentonJO595AOO1DeliverableslAcmryms.docx DOH Washington State Department of Health DSL Distribution System Leakage EAM Enterprise Asset Management Ecology Washington State Department of Ecology EIS Environmental Impact Statement EPA U.S. Environmental Protection Agency EPS Extended Period Simulation ERU Equivalent Residential Units FAZ Forecast Analysis Zone fps feet per second ft. Foottfeet gal Gallon Galy Galvanized Steel Pipe GIS Geographic Information System GMA Growth Management Act gpd Gallons per Day gpm Gallons per Minute HDPE High Density Polyurethane Pipe HGL Hydraulic Grade Line HMI Human Machine Interface in. Inches IOC Inorganic Chemicals ISO Insurance Service Office LF Linear Feet Page 2 of 4 prw!lCarollolgocumentsirlienNNAlRenlon18595A06f deliverahleslAcronyms,dom MDD Maximum Day Demand MG Million Gallon mgd Million Gallons per Day mg/day/ft Million Gallons per Day per Foot mg/L Milligrams per Liter MS Microsoft MTU Master Telemetry Unit MWL Municipal Water Law MWS Municipal water suppliers O & M Operations and Maintenance PCE Tetrachloroethylene pH A measure of the acidity or alkalinity of a solution PHD Peak Hour Demand Plan Water System Plan Update PLC Programmable Logic Controller PRV Pressure Reducing Valve psi Pounds per square inch PSRC Puget Sound Regional Council PVC Polyvinyl -Chloride Pipe PWTF Public Works Trust Fund Qa Annual withdrawal volume Qi Instantaneous Flow Rate RCW Revised Code of Washington RETS Renton Effluent Transfer System Page 3 of 4 pw:llCam1blDocumentslClientlWNRentonf8595A001DeiiverableslAcronyms.docx RTU Remote Telemetry Unit RUL Remaining Useful Life RWSA Retail Water Service Area SCADA Supervisory Control and Data Acquisition SDWA Safe Drinking Water Act SEPA State Environmental Policy Act SOC Synthetic Organic Chemical Spring Springbrook Springs SPU Seattle Public Utilities SRSS Seattle Regional Supply System ST Steel Pipe SWP Saving Water Partnership TAZ Traffic Analysis Zones TCR Total Coliform Rule UCMR 3 Unregulated Contaminant Monitoring Rule 3 UGA Urban Growth Area VOC Volatile Organic Chemical WAC Washington Administrative Code WLCAP Water Loss Control Action Plan WUE Water Use Efficiency WWTP Wastewater Treatment Plant Page 4 of 4 pw:l7GarolicYOocumenWClien WYA7RentonlA595AG(VNlirerabieslAcronyms,docx WATER SYSTEM PLAN UPDATE EXECUTIVE SUMMARY This Water System Plan Update (Plan) has been developed in accordance with Chapter 246- 290 of the Washington Administrative Code (WAC), as presented in the Washington State Department of Health (DOH) regulations for Group A Public Water Systems. This plan is primarily an update to the City of Renton's (City's) 2005 Plan_ The City of Renton water system identification number is 71850 L. The purpose of this Plan is to develop a long-term planning strategy for the City's water service area. Updated every six years, the Plan evaluates the existing system and its ability to meet the anticipated requirements for water source, quality, transmission, storage, and distribution over a twenty-year planning period. Water system improvement projects have been developed to meet the changing demands of regulatory impacts, and population growth, as well as infrastructure repair and replacement_ The Plan also identifies planning level costs of the improvement projects and provides a financial plan for funding the projects. A State Environmental Policy Act (SEPA) Checklist and determination of non -significance (DNS) has been prepared for this Plan. The City anticipates this Plan does not have probable significant adverse impacts on the environment in accordance with the DNS under WAC 197- 11-340(2). The SEPA Checklist and DNS are included in Appendix A. This Plan is required to meet state, county, and local requirements. The City will submit this plan to the DOH, the Department of Ecology (DOE), King County, adjacent utilities, and local governments as part of the Agency Review process. See Appendix B for the Comment Letters. The Adopting Resolution will be included in Appendix C, upon Plan approval by the City Council. Introduction The City is located within King County at the southeastern end of Lake Washington. Its water system provides service to an area of approximately 16 square miles that is largely coincident with the city limits. The water distribution system serves the valley floors and parts of five surrounding hills: West Hill, the Highlands, Scenic HIII (also known as Renton Hill), Talbot Hill, and Rolling Hills. The City currently serves customers within an elevation range of 11 feet to 476 feet. The City's water system provides service to a full-time residential population of approximately 54,000, approximately 20,000 temporary and transient users, and approximately 28,000 regular non-residential users. In addition, the City supplies water on a wholesale basis to Skyway Water and Sewer District through a single metered connection. The City's retail water service area (RWSA) is bordered by nine adjacent water systems. It is unlikely that Renton's RWSA will change much in the future due to the geography of the surrounding areas and the fact that all of the surrounding areas are currently served by other water purveyors. The only possible change to the City's RWSA boundaries in the future is an adjustment to the boundaries to include the area "Future Retail Water Service" shown in Figure ES.1. Copies of service area agreements between the City and the adjacent water purveyors are included in Appendix D and summarized in Chapter 1. February 13, 2012 - DRAFT ES -1 pw:lrCarolio/Docum rislClienVWAIReNon1B595A0010elivmbles/ES,dom - / \ ) # � �± � if\ ] f \ \ J Co e \■, ■�� 13 0 2 ) C: 6] \ LL CD 2 0 C \ $ / / o � ■ �� @= o k 2 »i � \ � k 2 ° -is \ ej #_ )! 7« a-9AV _■ ; , ]/ ^ ■ � � `— Z� � — — — L ml_ ■ ± �� ��� \■ 4 m16■ I � � a -3N @A -■� AS ®¥ kw % SU &a� � � �r� �_■ � � / U)_ a yOAV mak� _R U \ \ H § !° § Ney*w me } e �001 q GS s 8AV An A Gmg & , ■ GUAV 4 @ § ƒ / J s , ■ � k ¥ m ¥� *` . � ®`` ° CITY oP RENToN EXECUT.rvESUNNARY Existing System The City owns and operates a multi -source municipal water system, which includes supply, treatment, storage, and distribution of potable water to residential, commercial, industrial, and wholesale customers. The City's water distribution system consists of more than 1.6 million feet of pipeline. The water system facilities are shown in plan view in Figure ES.2. Chapter 2 provides a description of each facility and any major changes since the last plan update. Water supply sources include five wells (RW -1, RW -2, RW -3, PW -8, and PW -9) and one spring (Springbrook Springs) that are used for normal supply. The City continues to gather data for the Maplewood well field (Wells PW -11, PW -1 2, and PW -17) for the purpose of obtaining perfected water right certificates for the wells. In addition, the City is a wholesale customer of Seattle Public Utility (SPU). The City has six metered interties with the SPU transmission mains_ As a result of Renton's topography and geography, the City has 15 hydraulically distinct pressure zones. Pumping throughout the water system is accomplished by nine online booster pump stations (BPS) and two standby BPS that are located throughout the City. Currently there are ten reservoirs in the system, strategically located to provide adequate equalizing and fire flow reserves for all pressure zones. Pressure reducing valves (PRVs) are used to supply lower pressure zones from higher pressure zones that contain water storage reservoirs. The City has ten interties and three additional emergency interties. February 13, 2012 - DRAFT ES -3 pw:11CarcllolpocumenlslClient WAIRenionl8595AOClDeliverables7ES docx SE 72nd St Ld U) 7 Q sya� Lake Soren mt ll'' 4G V� Lake Washington ay Creek 1== C6al!Creek, Intertle S�4f, �ayfey B W �o Ico m w , N Highlands '`i)6f& 2.0 ' S Bangor St MG 34 5 Reservoirs iHighlands Hazen " OP—S Reservoir S�l1J Hi§ ilarids 0.75 MG w Highlands' Skyway 565 Res-e4otr Z GMlorination > Wholesale 'Facility < 5 v _ WD'90IRenton Intertie West Hill West -Hill BPS Reservoir Houser Monro Way BPS Avenue BPS S 128th St s P5 rl L Mt Olivet — SE 128th St } Reservoir EW -3 f SWD Station #38 Boeing Plant�Meter - East and esti PW_9 RentonlSeattle 1 PW -8 Intertie t Green r RW_11,2 8.3 SWD Station 437 MaCk River Forbay ear ;ver Maplewood SWD Station #36 P,W-1 Z BiMaplewood LChlorination PS Facility PW -11 1 PW -1 7 Maps w�d a -1V Rolling HIVs "` Clearwell ad Reservoirs + 444 & 594 fig North =' ' Rolling BPS ngbHlfls ek Talbot BPS ' SWD Station #39' " North Talbot Tiffany Park BPS Boeing Reservoir CSTFire C Fred Green River SWD Station #33 Nelson B S i SWD Station,#34 SE 164th Si w a Tukwila _ a Intertie (n 7 . w SE 176th St m Sduth South <? Talbot BPS Talbot r as Reservoir a SW 43rd St Kent Intertie l 4 f515 Spring bro.00kSprings SE 192nd St TreatmentTPlantt rn �� m IBI � Springbrook Springs v� i I Llp�er & Lower Gallery u Panther Lake Legend W Treatment Plant LE Interties Waterbody Eariington 370 - Highlands 555 -Rolling Hills 395 � Figure E$.2 Reservoir Water Distribution System = Retail Water Service Area West Hill 300 Rolling Hills 490 = Talbot Hill 350 Water Facility Locations A Well 8" and Smaller Pressure Zones Highlands 435 Scenic Hill 370 West Talbot Hill 300 Water System Plan Update ® Spring 10 - 16" Valley 196 Kennydale 320 East Talbot Hill 300 Talbot Hill 270 City of Renton ® Pump Station 15" and Larger West Hill 495 Kennydale 218 Rolling Hills 590 Feet 19 PRV Roads 0 2,000 4,000 "� �` Planning Data and Water Demand Forecasts Quantifying realistic future water demand is necessary for planning infrastructure projects and securing adequate water supply to meet future needs. The City's future water demand is estimated for the RWSA based on current use and anticipated growth within the RWSA, utilizing data provided in the Puget Sound Regional Council's (PSRC's) Population, Households, and Employment Forecast database. Chapter 3 summarizes the current and projected demographics; Appendix J provides a detailed description of the methodology used for the projections. In general, there is very little vacant land within the City's current RWSA. Therefore, the growth capacity within the City's RWSA is limited. The majority of future growth is projected to occur within the Regional Urban Center and the Sunset Area Community Planned Action redevelopment boundaries. The City's historical production data was used to calculate the Average Day Demand (ADD) and Maximum Day Demand (MDD) for each year from 2004 to 2009, as displayed in Table ES. 1. This data was used to determine that the average MDD/ADD peaking factor is 1.83. Table ES.1 Historical Average and Maximum Day Demand Annual Average Day Max. Day Date of Max. Day/Avg. Production Demand Demand Max. Day Day Peaking Year (ccf) (mgd) (mgd) Demand Factor 2004 3,800,274 7.77 14.25 7123104 1.83 2005 3,617,002 7.41 13.02 8/12105 1.76 2006 3,949,575 8.09 15.27 7/24106 1.89 2007 3,959,812 8.12 14.75 7111107 1.82 2008 3,653,382 7.47 12.75 8116108 1.71 2009 3,707,785 7.60 14.81 7/29109 1.95 Average 3,781,306 7.74 14.14 - 1.83 Table ES.2 shows the projected ADD, MDD and equivalent residential units (ERUs) for the City from 2011 to 2071. Historical data from 2004 to 2009 indicate an average ERU water use of 171 gallons per day (gpd) for the City of Renton. Projected ERUs were determined using the growth projections described in Chapter 3. The projected ERUs do not include distribution system leakage, (DSL) miscellaneous water use, or wholesale customer demand. However, ADD and MDD values do include DSL, etc. The ADD and MDD projections were utilized in the system and supply analysis. February 13, 2012 - DRAFT ES -5 pw:IfCarollo7DocumentslClientlWAlRentonl8595AOCIDeliverablestES.docx Table ES.2 Projected Average and Maximum Day Demands Projected ADD1-4 Projected MDD5 Year (mgd) (mgd) Projected ERUs 2011 8.15 15.12 36,167 2012 8.29 15.39 36,804 2013 8.43 15.65 37,437 2014 8.56 15.91 38,038 2015 8.70 16.16 38,632 2016 8.82 16.39 39,180 2017 8.94 16.62 39,729 2021 9.43 17.55 41,922 2031 10.58 19.7 47,285 2041 11.44 21.27 51,381 2051 11.93 22.15 53,678 2061 12.41 23.02 55,976 2071 12.88 23.89 58,234 Notes: 1. ADD = Projected ERUs x 171 gpd1ERU + Skyway Wholesale + SPU Water to Boeing + King County WWTP Consumption + Other Authorized Consumption + Unaccounted-for Water. 2. Wholesale demand projections for Skyway from the 2005 Skyway Water and Sewer District Comprehensive Plan - Water and Sewer Systems. 3. Other Authorized Consumption is estimated to be 0.57 percent of the total system demand. 4. Unaccounted-for Water is assumed to be 17.8 percent of total system demand. 5. MDD = 1.83 x ADD (Skyway maximum day to average day peakingfactor is 3.34). DSL fluctuated between 15.8 percent and 20.2 percent of the total City production between 2004 and 2009, with an average of 17.8 percent. The demand projections in Table ES.2 assume that unaccounted-for water will continue to account for roughly 17.8 percent of the total City demand through year 2071. Chapter 4 includes a discussion of the actions to be taken by the City to help meet the ten percent leakage goal. Chapter 3 also presents a range of demand projections that was developed to evaluate the impacts of varying build -out growth assumptions, DSL, and impacts of climate change. Water Use Efficiency and Conservation Pian Chapter 4 presents the City's Conservation and Water Use Efficiency Plan for the next six years. During this period, the City will join the Saving Water Partnership, which will expand the breadth and depth of the City's conservation activities. February 13, 2012 - DRAFT ES -6 pw:lfCarollo7documents/ClienUWA/Rentonl8595AOOldeliverables/ES.docx The Water Use Efficiency (WUE) rule, which was introduced by the Washington State Legislature and came into effect in 2007, establishes that all municipal water suppliers must use water more efficiently in exchange for water right certainty and flexibility to help them meet future demand. The four fundamental elements to the WUE program are planning requirements, metering requirements, distribution leakage standard, and conservation planning and goal setting. Planning Requirements The WUE rule requires the collection of production and consumption data on a regular basis. These are utilized in this planning document to forecast future demand, describe water supply characteristics, to aid in water management decision making, to calculate DSL, evaluate the WUE program, and be submitted to the state in the annual WUE report. Metering As required by the Municipal Water Law, all the City's sources of supply, as well as interties and purchases, are metered with production meters. The City also provides service metering for its customers. All large service meters are tested annually and repaired as needed. Small service meters are repaired or replaced on an as -needed basis. Distribution System Leakage Municipal water suppliers must now meet a 10 percent or less DSL based on a 3 -year rolling average to comply with the WUE standard. Because the City's DSL exceeds 10 percent, a "Water Loss Control Action Pian" was developed (Appendix Q). Implementation of this plan, which began in 2008, establishes compliance with the WUE rule. An additional measure that should contribute to lowering of DSL is the City's implementation of an automatic meter read (AMR) program. A benefit of the AMR program will be to provide more time for operations and maintenance staff to perform maintenance on small, as well as large meters, on a more regular schedule. Conservation Plan Current water conservation planning is governed by the WUE Rule. As a municipal water supplier with more than 17,000 connections, the City is required to implement the five mandatory measures and either implement or evaluate the two others. Table ES.3 presents the mandatory measures and the City's status for compliance. February 13, 2012 - DRAFT ES -7 pw',1iCarollo0ocumentslClient!WAlRenbon78595AOOIDeliverables/FS.doex Table ES.3 WUE Mandatory Measures Must implement the following WUE measures: Status Install production (source) meters Implemented Install consumption (service) meters Implemented Perform meter calibration Implemented 1 ongoing Implement a water loss control action plan to control leakage Implemented 1 ongoing if exceeds 10% Educate customers about water efficiency at least once per Implemented /ongoing year Must evaluate or implement these WUE measures: Evaluate rates that encourage water demand efficiency Implemented Evaluate reclamation Implemented / reviewed Since 1990, conservation programming has included school outreach, a speakers' bureau, fairs, and promotion of regional programs. The addition of the 12 -month water consumption history on water bills was started in 1992. Since 1994, the City of Renton has employed increasingly complex tiered water pricing rates to encourage conservation. Other past and present conservation efforts are explained in Chapter 4. Policies, Criteria, and Standards The City manages its water utility and water system in accordance with established federal and state regulations for public water systems. City policies and standards described in Chapter 5 provide a consistent framework for the planning, design, construction, maintenance, operation, and service of the City's water system and water supply sources. The City's policies are grouped by major categories including: • Service Area. • Water Supply Planning and Management. • Water Main Extension and Service Ownership. • System Reliability and Emergency Management Plan. Fire Protection. • Financial. • Facilities. • Organization. February 13, 2012 - DRAFT ES -8 pw:llCarollolDocumentslClienVWNRenion18545A00lDeliverableslES.docx Water Supply, Water Rights, and Water Quality Chapter 6 describes the City's sources of supply, including the condition and capacity of its sources, the water rights associated with its sources, and the water quality requirements for its sources. This chapter also discusses the City's interties as they are related to its source of supply and provides a summary of Renton's Wellhead Protection Program. Wafer Supply Renton's supply is derived from five water sources: the Cedar Valley Aquifer, Springbrook Springs, the Maplewood Aquifer, the recharge area for Well 5A, and SPU supply interties. For the City's primary supply, it maintains and operates six wells within the Cedar Valley Aquifer and three wells within the Maplewood Aquifer. Water Rights Renton has developed independent water sources in order to maintain greater control over the management and costs of its water supply. The City has 13 water right certificates and five permits. Copies of the City's water rights certificates and permits are in Appendix E. In issuing recent water rights certificates to the City, DOE has conditioned the permits with a limitation on the total withdrawals by the City of 14,809 acre-feet per year (AFY). The City does not anticipate applying for any new water rights or changes to its existing water rights. The installed pumping equipment has the capacity to deliver the water equal to the peak day requirements of the City's system through 2025. During the current planning period, the City anticipates that on infrequent occasions the demand will exceed the instantaneous withdrawal water rights of the Cedar River sources and Springbrook Springs. During these periods, the City plans to meet the demand by purchasing wholesale water from SPU. The City estimates that it will begin to exceed its annual water right of 14,809 acre-feet (AF) as soon as 2031 or as late as 2081. Water Qualify The City's water quality at its supply sources, storage facilities, and within its distribution system satisfactorily meets state and federal requirements on a regular basis. Overall water quality within the system is excellent with only minor aesthetics problems caused by iron, manganese, and hydrogen sulfide. During the last 21 years, the City has upgraded the treatment systems at its Springbrook Springs and all downtown wells. Gaseous chlorine or sodium hypochlorite (Maplewood wells) is added to all of the City's sources for disinfection, and sodium fluoride is also added to prevent dental caries / cavities. Within the next six years, the City plans to provide Wells EW - 3, PW -8 and PW -9, and Springbrook Springs with primary disinfection. The City has implemented a comprehensive and proactive water quality monitoring program. It includes monitoring for operations, regulatory monitoring to meet the requirements of the federal Safe Drinking Water Act, and monitoring to manage the City's aquifers. This program is described in detail in Appendix H of this Plan. The City also has a Wellhead Protection February 13, 2012 - DRAFT ES -9 pw:llCarolkol0ocumerlrlClienVWAIRerlonl8595AOO/Nliverables7ES,docx Plan, which was approved by DOH in December 1999. An updated Wellhead Protection Plan is included as Appendix L. Recommended Water Supply Improvements It is recommended that the City maintain and/or renew its existing intertie agreements with adjacent purveyors as well as pursue additional interties in order to improve reliability and supplement future peak demands. System reliability can be further improved by implementing security improvements and considering installation of new PRVs and other control valves when redevelopment occurs. Additional possible projects for improving supply reliability are aquifer recharge and the use of reclaimed water. King County plans to perform a countywide reclaimed water feasibility study, in which the City will participate, to identify potential reclaimed water users. System Analysis The City's water distribution system was evaluated for deficiencies in the storage facilities, pump stations, and pipelines. The system analysis yielded a number of recommended improvements including pump station, reservoir, pipeline, and pressure zone improvements, as summarized in Chapter 7. Projects to address deficiencies found in the year 2017 are of higher priority than those to address deficiencies in the year 2031. Operations and Maintenance A detailed review of the City's water system operation and maintenance program was performed. The City's water system is maintenance -intensive, with its facilities for pumping, water quality control, and emergency power generation. Chapter 8 describes water system management, operator certification, system operation, the emergency response program, safety procedures, the customer complaint response program, and record keeping and reporting. Capital Improvements Plan Chapter 9 summarizes planned and future water system improvement projects and programs that are recommended in other chapters of this Plan and from other feasibility studies for the City. The improvements are necessary to keep the system in compliance with all federal and state regulations as well as to meet future water demand due to population growth within the City's RWSA. Capital projects are generally categorized into water supply, water quality and treatment, storage facilities, pump stations, water main rehabilitation and replacement, major maintenance, and regulatory compliance programs. Projects identified in the current CIP document are summarized in Tables ESA and ES.5. February 13, 2012 - DRAFT ES -10 pw:f/CarollolQocumentslClientiWAlRenton18595AGWI)elwerableslFS.docx February 13, 2072 - DRAFT ES -11 pw://Carollo/DocumentsYClientAAIA/RentonIB595AOO/Deliverables/ES.docx Q O Q m 0 0 0 O 0 0(D Q O O O O O L7 t7 Q Q L7 O O O 0 0 0 0 0 0 0 0 0 O O O O O O L7 O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o 0 0 0 0 C7 0 r O LO O Qo 0 N 0 N 0 m 0 n m m 0 r- 0 U) co (D tD O 0 0 r 0 N O 0 r- O N N LD t- fh rl- 69 O c7 O c0 69 r 64 64 69 64 r tfi 69 6<i r ffi 63 V)N 49 69 vi Dy^ y rffi e3 (a 69i 69 &I V) C4 }40 SO 0 0 0 0 0 a o O 0 0 0 0 0 0 0 0 0 0 0 o a a 0 0 0 O o 0 0 0 0 0 0 0 o a o 0 0 0 0 o O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O L7 0 0 0 O 0 0 N LO O O N Ln _ Lo 0 N LD m c1 Lo O r r 69 69 L'7 N _ 64 64 64 to (V U., 64 64 r 64 fA 69 fs 6Y W 4f3 64 to CD o 0 0 o La o 0 0 0 0 0 0 0 0 O O O O O O 0 0 4 O O O O O O O O O O O O O O O Q 0 0 0 0 O 'JD o 0 0 o a o 0 0 0 0 0 o a o C O O O N O O_ N to O O0 LO r In O N LO N Cl)O _O 6% to m N r tH 64 64 O N 69 69 64 69 f!T to 64 LA 69 w fl) O O O O O O 4 a O O t7 O t7 O O O O O O O O 0 Q 0 0 0 0 O O O (D O O O O C) O O Q 0 0 O O r o 0 0 0 0 0 0 a o o a o 0 0 Q O O r-- O O O N 4 O O LO r M O N 04 ba U3, U)LQ N 69 69 69 69 64 of v3 O O O O O O O O O L7 O 0 0 0 O O O O O O O O O O O 0 Q O O O tD O 0 O O O O O O O O O O O O O O 0 O O O 0 0 O O O 0 t7 O o a 4 o O Q O O O O O O O tri N O O O r~_ n O N�_ � � � 4:0 Gt FA h9 ON fA 6 64 fS# 4R Q a 0 L7 0 0 0 0 0 O O O O O O O O O O Q 0 Q O L7 O O O O O O O O O O O O O O a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o & o 0 0 0 0 0 0 0 0 0 0 0 0 r O L7 Lr) lf3 LD 0 0 O O Q LO r- N O O O 0 0 O N W r- EA r- 0') r r r ti 64 ER m N 69 GF- 69 O ff3 64 69 69 fR e4 f % 64 e4 63 69 to LC! 64 Ea o 0 0 0 0 o a 0 0 0 0 O o 0 0 0 0 C) 0 0 0 0 0 0 0 0 0 0 0 0 0 Co 0 0 O O O O 0 0 0 0 0 O C7 0 OO 0 0 0 0 Co O N 0 C L3 C7 0 Q 0 0 0 0 0 O O O, 0 0 0 O 0 O tri 0 f7 O CO O O LO M N 0 O O O N t0 O CL O IT to (A O � _ r r fA69,k 613,V) tcjk Co CL N t9 r 89 69 6si 61-116NF? fR 6q Q1 CD y Ln Q m o0 CLCL E 0 w to rn ' U) CL E E O G Q a) V o o tY E Uc c o . 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The Water Utility operates as an enterprise fund and as such, it must be self-sustaining. Water utility funds are accounted for and budgeted separately, but are managed as a system with other City's enterprises funds in accordance with the City's financial management policies. The City accounts for its water revenues and other funding sources in two main separate funds. Fund 405 is the Operating Fund for the City's Water Utility. Fund 425 is the Construction Fund for the Water Utility for the design, construction, and project management of capital improvement projects. The Finance Department maintains the financial records for the Water Utility. Table ES.6 presents a projection of annual utility revenues, expenses, and fund balances for the next 10 years (2011-2020). Transfers to the capital improvement fund included in Table ES.6 represent anticipated funding needs for projects in the current (2011-2016) CIP. 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O C U o � m >�w 3 m a) m w a ~ m LL w e�nU m N E >` a) o N -O 3 C a) C y N C a) D C a) O rn a) m ` rn a) �. a) a) a) •� 7 .X] O C LL C -O C , 0 7 +_' C �" ii tL C o N v Mja) IA a) LL (D E E -p a) O a7 '(G N ) C (L LL N N /�� U L L U L W �_ L ct C W C @ L_ I� VJ Ui N f� C al V .O dr 3 7 0 O L N C U (6 O to a) fD y It a) a) 'D ar R- O �a�C() C ar 0 C O l6 (fl (6 U U c CCL C C C 3 c c w O p a) Q' 0 -0 a O 2 3 N ft1 )moi -� rL ~ dl 0 a) L� C m ¢ a Q H H U LU C O (pO mm Q Q W m (.)V .Ze-NM-f Lo(Or�OD February 13, 2012 - DRAFT ES -14 px:llCarolblDocumentslClientlWAlRenlon/B595A001DeiiverableslES.docx Chapter 1 INTRODUCTION 1.1 PURPOSE The City prepared this Plan to document the status and analyze the future needs of the water utility system. This Plan is largely an updated version of the City's 2005 Plan. The purpose of this Plan is to document changes to the City's water system, to identify required system modifications, and to appropriately outline capital improvements projects to meet future water demands. Maintaining a current Plan is required to meet the regulations of the DOH and the requirements of the Washington State Growth Management Act. This plan complies with the requirements of DOH as set forth in the WAC 246-290-100, Water System Plan. This Plan contains timeframes, which are the intended framework for future funding decisions and within which future actions and decisions are intended to occur. However, these timeframes are estimates, and depending on factors involved in the processing of applications and project work, and availability of funding, the timing may change from the included timeframes. The framework does not represent actual commitments by the City of Renton, which may depend on funding resources available. 1.2 AUTHORIZATION Recognizing the importance of planning, developing, and financing water system facilities to provide reliable service for the existing customers and to sere anticipated growth, the City initiated the preparation of this Plan. In August 2010, the City selected the Carollo Engineers team to assist the City in the preparation of the updated Plan in accordance with applicable rules and regulations governing planning for water utility systems. 1.3 OBJECTIVES This Plan has been prepared to serve as a guide for planning and designing future water system facilities and to assist the City in using its water resources in the most efficient manner possible. Identified in this Plan are system improvements intended to meet the expanding and changing needs of the City. Specific objectives of this Plan are addressed by individual chapters presented herein and include the following: Develop a document that can be updated periodically as additional information on the water system is obtained. Description of Existing System (Chapter 2): Document the existing water system supply, storage, and distribution facilities. February 14, 2012 - DRAFT 1-1 pw:l7CarollolDocumenWClienVWAlRentonl8595A60lDeliverableslChO 1.docx • Planning Data and Water Demand Forecast (Chapter 3): Identify and estimate the effect of future land uses and population trends on the water system. Document historical water use and project future demands based on growth projections. • Water Conservation Program (Chapter 4): Identify the role that water use efficiency will have in reducing future water requirements and how the City's water conservation program will be implemented. • Water System Policies, Criteria, and Standards (Chapter 5): Establish clear policies and criteria relating to water service and within the City's water system. • Water Supply and Water Rights (Chapter 6): Document existing and potential future water supply and water rights, and discuss existing and forthcoming regulatory requirements on the City water system. • System Analysis (Chapter 7): Update the computerized model for analysis of the system. Assess the capability of the existing water system to meet existing and projected future demands, identify water system deficiencies. • Operations Program (Chapter 8): Provide a comprehensive review of operations and maintenance of system facilities. • Capital Improvement Program (Chapter 9): Develop a program of capital improvements, including priorities for design and construction. • Financial Program (Chapter 10): Develop a plan for financial backing of required system improvements. • Prepare an environmental checklist for City Council action on the proposed water system plan. The checklist is to be reviewed by the various City departments for a threshold determination. • Prepare a plan to comply with the requirements of the DOH. 1.4 LOCATION The City of Renton is located within King County at the southeastern end of Lake Washington. Interstate 405 (1-405) runs through the middle of the service area, from its western boundary, up through its northern boundary. The Cedar River divides the City's RWSA between the north and south. Its water system provides service to an area of approximately 16 square miles that is largely coincident with the city limits. The water distribution system serves the valley floors and parts of five surrounding hills: West Hill, the Highlands, Scenic Hill (also known as Renton Hill), Talbot Hill, and Rolling Hills. The City currently serves customers within an elevation range of 11 feet to 476 feet. This range creates a need for at least four separate pressure zones. However, physical barriers such as hills and valleys often prevent the extension of a pressure zone from one location to another. As a result of Renton's topography and geography, the City has 15 hydraulically distinct pressure zones. February 14, 2012 - DRAFT 1-2 pw:NCaroliolDocumentslClienUWAlRentonl8595A00IDeliverables1Ch01 docx the City's RWSA is bordered by nine adjacent water systems: the Skyway Water and Sewer District, Seattle Public Utilities, the City of Tukwila, the City of Kent, the Soos Creek Water and Sewer District, the Cedar River Water and Sewer District, King County Water District No. 90, the Coal Creek Utility District, and the Wasmeta Park Water System. Figure 1.1 shows the City's neighboring water utilities, as well as the RWSA boundaries. 1.5 OWNERSHIP AND MANAGEMENT The City has a City Council—Mayoral form of government. Members of the Council and the Mayor are elected officials. The Mayor is the head of the executive branch of the government and is the chief executive officer of the City government and as such has general supervision over the several departments of the City and over all its interests. Figure 1.2 shows the organization of the drinking water utility. With the exception of the billing function, the operation of the utility falls under the supervision of the Administrator of the Planning/Building/Public Works Department, Mr. Gregg Zimmerman. Some of the City offices that provide support to the operation of the Drinking Water Utility are not shown on the organizational chart. For example, the Human Resources/Risk Management Department provides hiring, benefits, insurance, some types of training and other support to the utility; the Information Services Division provides computer, networking and telecommunications support; and the City Attorney's Office provides legal support. Budgets are formulated by the departments and are presented by the Mayor to the City Council for approval. Expenditures for items in a Council -approved budget are approved by the Administrator, the Mayor or the Council depending upon the amount of expenditure. 1.6 SYSTEM HISTORY The history of the City's system is well documented in the previous Water System Plans prepared for the City by CH2M Hill in 1966, by RH2 Engineering in 1983 and 1990, by the City and RH2 Engineering in 1998, and by the City and RW Beck in 2006. The detailed information presented in those documents is not repeated in this document. For those interested, the 1965, 1983, 1990, 1998 and 2006 Water System Plans are available from the City. However, some of the history of the system is included in this plan for the sake of convenience, details of which can be found primarily in Chapter 2. The City's water system provides service to a full-time residential population of approximately 54,000, approximately 20,000 temporary and transient users, and approximately 28,000 regular non-residential users. In addition, the City supplies water on a wholesale basis to Skyway Water and Sewer District through a single metered connection. The retail water service area (shown in Figure 1.3), includes service to some parts of unincorporated King County. Chapter 2 provides a more detailed description of the development of the water system by facility. February 14, 2012 - DRAFT 1-3 pw,liCarollolDocuments/ClientfWNRenton16595AOO/06iverables/ChOl .docx Q) 35 eny U1 � • o a �� � a � v w cj �+ = to u] U _ CD v4196LCOC) N V U ? 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CD N m N N m ICU ` D Iw ar ar arE marn m p C SO V 0N C U N N g ar o� �� m �� a`r m m m U) m m C U U A U N U EU N m N N p` m N Y N y O 47 O O -.2 mm it C cU)2N m 1,2w O a)� ❑ a)� N alb � p Qf \ 7 /g \ e f o a \ 2$ a e��� LO § q�§f . ]\// ) / \ K�b% »! k »� ) 2 » & R\ * � \; ry) LL$ o U) 3 O § ■ j � V ® � � � ■�� � o 33 pe R) f! $ ) \ ss G % )k 33S DAV Aa --� ° ■ 1 ■_ � T®�m■ — — _ ± L� �L�■ _■ /PA■ ■ � & 3N» 3s ev7w § A S@AV @&L _ a a �■& �_■ �_�� § LLI/ a J 9 �Aa k���@ 2 ( $ {\ E rd, a 7 - /N®y&R Talbot Rd Se¥A� � q� m! & + ' < si � » ) / \ f ° § T \ �� ■ � 7 § e ®°` ° 1.7 EXISTING SERVICE AREA CHARACTERISTICS The City's RWSA boundaries were initially defined by the East King County Coordinated Water System Plan (City of Renton Agreement CAG -075-89, October 18, 1989) and its update (CAG -97-100, June 12, 1997) and by the Skyway Coordinated Water System Plan (CAG -076-89, October 18, 1989). These boundaries were further refined by agreements with the adjacent water purveyors: Skyway Water and Sewer District (CAG -03-197, December 31, 2003), Soos Creek Water and Sewer District (CAG -083-91, August 6, 1991 and CAG -97-164, October 10, 1997), and Cedar River Water and Sewer District (CAG -99- 014, February 8, 1999). The RWSA boundaries are shown on Figure 1.3. It is unlikely that the City's RWSA will change very much in the future because of the geography of the surrounding areas and the fact that all of the surrounding areas are currently served by other water purveyors The only possible change to the City's RWSA boundaries in the future is an adjustment to the boundaries to include the area "Future Retail Water Service" shown in Figure 1.3. This area was originally defined in the Skyway Coordinated Water System Plan and is also described in service area agreement between the City and Skyway Water and Sewer District. The area would only become part of the water service area upon annexation into the City. 1.7.1 Service Area Agreements Copies of current service area agreements are included in Appendix D. The following is a list of the service area agreements that the City has with adjacent purveyors: CAG -03-197 — Agreement between the City of Renton and the Skyway Water and Sewer District for the Establishment of Water and Sewer Service Boundaries, December 31, 2003. Seattle Agreements — 1998. City of Seattle Ordinance 119202, October 22, 9998. — Interlocal Agreement between the City of Seattle and the City of Renton for use of certain Renton right-of-way by Seattle and use of certain Seattle owned property by Renton, November 9, 1998. — Water Purveyor Contract between the City of Seattle and the City of Renton for the Sale of Wholesale Water by Seattle to Renton, November 1, 1998. — Lease Agreement No. 327-815 (18-23-5 SE) between the City of Seattle and the City of Renton, November 9, 1998. — Agreement for the Transfer of Water Service and Provision of Primary Fire Service between the City of Seattle and the City of Renton, November 9, 1998. • City of Renton Ordinance 1544, Granting Franchise to City of Seattle for 36 -inch supply line in 132nd Avenue SE, May 1, 1956. February 14, 2012 - DRAFT 1-7 pw:ll CarollolDocumenislClienUWNRenton1B595AOOUeliverahleslChOl .docx • CAG -02-123 — Agreement for the Sale of Water in an Emergency by the City of Renton to the City of Renton, November 30, 2002. • CAG -99-014 - Agreement between the City of Renton and the Cedar River Water and Sewer District for the Establishment of Service Boundaries, February 8, 1999. • CAG -97-100 — Agreement for Establishing Utility Service Boundaries as Identified by the East King County Coordinated Water System Plan, June 12, 1997 (1996 Update to Plan). • CAG -075-89 - Agreement for Establishing Utility Service Boundaries as Identified by the East King County Coordinated Water System Plan, October 18, 1989. • CAG -076-89 - Agreement for Establishing Water Service Boundaries as Identified by the Skyway Coordinated Water System Plan, October 18, 1989. • CAG -97-164 — City of Renton and Soos Creek Water and Sewer District Interlocal Agreement for the Establishment of Service Boundaries, October 10, 1997 (Amendment) • CAG -083-91 - City of Renton and Soos Creek Water and Sewer District Agreement for the Transfer of Facilities and for the Establishment of Service Boundaries, August 6, 1991. • CAG -93-097 — City of Renton and Bryn Mawr — Lakeridge Water and Sewer District — Contract for Water Supply and Joint Storage and Transmission, January 1, 1993 (Bryn Mawr — Lakeridge Water and Sewer District is now part of Skyway Water and Sewer District). • CAG -95-034 — Agreement for the Emergency Sale of Water between the City of Renton and the City of Tukwila, March 21, 1995. • CAG -95-071 - Agreement for the Emergency Sale of Water between the City of Renton and the City of Kent, May 17, 1995. 1.8 ENVIRONMENTAL ASSESSMENT A State Environmental Policy Act (SEPA) Checklist and determination of non -significance (DNS) has been prepared for this Plan. The City anticipates this Plan does not have probable significant adverse impacts on the environment in accordance with the DNS under WAC 197-11-340(2). Many of the projects proposed within the Plan will require subsequent project specific environmental review and SEPA checklists as part of their preliminary and final design process. The SEPA Checklist and DNS are included in Appendix A. February 14, 2012 - DRAFT 1-8 pw:llCarolloldocumentslClientlWAlRenton1B595AOO/DeliverableslChOl .docx 1.9 APPROVAL PROCESS This Plan is required to meet state, county, and local requirements. It complies with the requirements of the DOH as set forth in the Washington Administrative Code (WAC) 246- 290-100. The City will submit this plan to the DOH, the DOE, King County, adjacent utilities, and local governments as part of the Agency Review process. See Appendix B for the Comment Letters. The Adopting Resolution will be included in Appendix C, upon Plan approval by the City Council. 1.10 RELATED PLANS The following plans are related to the City of Renton Water System Plan: • King County Comprehensive Plan, including 2008 King County Comprehensive Plan Update (adopted October 6, 2008) and 2009 and 2010 technical updates. • City of Renton Comprehensive Plan (adopted November 1, 2004) and 2005 through 2010 updates. • East King County Coordinated Water System Plan (updated in 1996). • Skyway Coordinated Water System Plan (1989). • Sky Way Water and Sewer District Comprehensive Plan (approved update — 2005). • City of Tukwila Water System Plan (approved update — 2005). • Seattle Public Utilities Water System Plan (approved update — 2007). • City of Kent Water System Plan (approved update — 2009). • Soos Creek Water and Sewer District (approved update — 2005). • Cedar River Water and Sewer District (approved update — 2007). • King County Water District No. 90 Comprehensive Water System Plan (approved update — 2009). • Coal Creek Utility District Comprehensive Plan (approved update - 2005). • City of Renton Water System Plan (approved update — 2006). • City of Renton Wastewater Plan (approved update — 2010). The City is not aware of any inconsistencies between this plan and the plans listed above. February 14, 2012 - DRAFT 1-9 pw'liCarolloldocu menCslClienVWAlRentan18595ACOlaaliverableslChOl .docx 1.11 ACKNOWLEDGEMENTS Carollo Engineers and Pacific Groundwater Group, wish to acknowledge and thank the following individuals for their efforts and assistance in completing this Plan: • Greg Zimmerman, Public Works Department Administrator. • Lys Hornsby, Utility Systems Division Manager. • Abdoul Gafour, Water Division Supervisor. • J. D. Wilson, Water Division Manager IV Utilities/GIS Engineer. • Raymond Sled, Water Operations Supervisor. • Tom Malphrus, Water Capital Projects Engineer. February 14, 2012 - DRAFT 1-10 pw:liCarollo7Dwuments/ClientlWNRentonl8595AOOIDeliverableslCh01 .dc)cx Chapter 2 EXISTING SYSTEM 2.1 SYSTEM OVERVIEW The City owns and operates a multi -source municipal water system, which includes supply, treatment, storage, and distribution of potable water to residential, commercial, industrial, and wholesale customers. Service is provided to an area of approximately 16 square miles and 17,400 retail customers (service connections) and one wholesale customer, Skyway Water and Sewer District, via a single metered connection. The Water Service area is shown on Figure 1.2 in Chapter 1 — Introduction Figure 2.1 presents the water facility locations. Water supply sources include five wells (RW -1, RW -2, RW -3, PW -8, and PW -9) and one spring (Springbrook Springs) that are used for normal supply. These wells are located in Liberty Park and Cedar River Park, pump from a relatively shallow aquifer (Cedar River Delta Aquifer), and are referred to as the Downtown Wells. Well EW -3 also pumps from this aquifer and is available as an emergency back-up only. Well PW -5A, which can serve three pressure zones, is available to use during high demand periods. However, the water from this well, as currently treated, has less than desirable aesthetic quality due to iron, manganese, and ammonia in the raw water. Well PW -5A pumps from a deep aquifer in the Kennydale area of north Renton. The City continues to gather data for the Maplewood wellfield (Wells PW -11, PW -12, and PW -17) for the purpose of obtaining perfected water right certificates for the wells. The primary purpose of this wellfield is to provide an alternate source of supply in the event of the contamination of the Downtown Wells. A secondary purpose of the wells is for additional instantaneous flow during high demand periods. The permits for the wells set the system wide annual withdrawal (Qa) to no more than the existing certificated Qa of 14,809.5 acre feet; i.e., the proposed annual water rights are supplemental, not additional. The wells pump from a deep aquifer underlying the Maplewood Golf Course. The City is a wholesale customer of SPU. The City has six metered interties with the SPU transmission mains, which are available to serve wholesale water to the Renton distribution system. All water consumed in The City's RWSA must pass through a well or spring and potentially several pump stations. Because of this, the City's water system is maintenance -intensive, with facilities for pumping, water quality control, and emergency power generation. Areas within the City's RWSA may have similar elevations, but cannot be served as part of the same pressure zone due to the geography. As an example, the pressure zones in the Highlands area have not been extended across Maple Valley into the Renton Scenic Hill or Talbot Hill areas, even though the elevations served on these two hills are similar. The Cedar River Valley has provided a physical barrier that has precluded joining of February 14, 2012 - DRAFT 2-1 pw:llCarollolDocumentVClienVWNRenton18595AOOiDeliverahle5lChapter MhUdocx hydraulically similar pressure zones. As a result of these physical barriers and the elevation range served, 15 pressure zones are necessary, as shown in Table 2.1. Table 2.1 Pressure Zones by Geographical Area Pressure Zone Serves VLY 196 Valley Floor KD 218, KD 320, HLD 435, and HLD 565 Highlands and Kennydale areas WH 300, EARL 370, and WH 495 West Hill and Earlington areas SH 370 and RH 490 Scenic Hill and Rolling Hills areas WTH 300, ETH 300, TH 350, RH 395, RH Rolling Hills and East and West Talbot Hill 490, and RH 590 areas Figure 2.1, Existing System, shows how water moves horizontally through the system. Figure 2.2 is a hydraulic profile of the system and shows how water moves vertically through the water system. All of the pressure zones are hydraulically interrelated with the lowest pressure zone, the Valley 196 Zone, in the valley floor. Additionally, the Rolling Hills and Highlands zones can be supplied from the Maplewood wellfield (79 Pressure Zone, where 79 is the overflow elevation of clearwell). All supply to the system not consumed in the Valley 196 Zone is pumped to higher pressure zones. It is desirable to have two or more connections (or supply points) within each pressure zone that allow water to move upward to a higher pressure zone, or downward to a lower pressure zone. This maximizes system reliability by providing multiple paths or routes that the water can take when moving between pressure zones. Pumping is accomplished by nine online BPSs and two standby booster stations that are located throughout the City. The water from the downtown wells and the artesian spring is first pumped, or in the case of the spring flows, into the lowest pressure zone in the valley floor, and then is pumped up to the West Hill, Highlands, Renton Hill, Talbot Hill, and Rolling Hills Zones for consumption. Water from the Maplewood wells is pumped from a post-treatment clearwell into the Highlands and Rolling Hills Zones. Water from PW -5A is pumped into the Highlands 435 Zone_ The two standby pump stations, one PRV station, and one metered connection can supply water to the Rolling Hills / Talbot Hill service area from interties with the Seattle Cedar River and Bow Lake transmission pipelines. One intertie (PRV station) can supply water to the Earlington 370 Zone from the Seattle Bow Lake transmission pipeline. One intertie (PRV station) can supply water to the Valley 196 Zone from the Seattle Bow Lake transmission pipeline. Currently there are ten reservoirs in the system, strategically located to provide adequate equalizing and fire flow reserves for all pressure zones. PRVs are used to supply lower pressure zones from higher pressure zones that contain water storage reservoirs. February 14, 2012 - DRAFT 2-2 pw:IiCarolblDocumentslClient/WAlRentordB595AD01Celiverables7Chapter 21Ch02.doex IS Bar Panther Lake ay "Ab" 128th S1 Legend Treatment Plant ■ Interties Waterbody Earlington 370 i Highlands 565 - Rolling Hills 395 A Figure 2.1 Reservoir Water Distribution System M Retail Water Service Area West Hill 300 _ Rolling Hills 490 - Talbot Hill 350 Water Facility Locations A Well 8" and Smaller Pressure Zones Highlands 435 Scenic Hill 370 West Talbot Hill 300 Water System Plan Update Spring 10 16" Valley 196 Kennydale 320 East Talbot Hill 300 Talbot Hill 270 City of Renton Pump Station 18" and Larger _ West Hill 495 Kennydale 218 Rolling Hills 590,< n Feet '� ■ PRV Roads 0 2,000 4,000 '-/ 2.2 WATER SYSTEM DESCRIPTION Several changes to the City's water system have occurred since the completion of the 2006 Water System Plan Update. A description of each facility and any major changes are summarized in the following sections. 2.2.1 Source of Supply The City has nine supply sources that supply water from three aquifers and one artesian spring. Each of the supply sources are described in detail below, including development and improvements to each source. Table 2.2 lists the active supply sources and the rater{ capacity of each. The table does not include the inactive source, Well 4, or the Seattle interties_ 2.2.1.1 Sorinabrook Sorinas (DOH Source S05 Located at the south end of the City, Springbrook Springs (Spring) is an artesian spring and was first used in 1909. The infiltration gallery was upgraded and a sanitary seal was added in 1976 (project number W-0422). Chlorination was added in 1976 (W-0423). The chlorination building is located approximately 300 yards from the infiltration gallery and is adjacent to the transmission main. Fluoridation was added in 1986 (W-0851) via an addition to the chlorination building. Corrosion control treatment to comply with the Lead & Copper Rule (pH adjustment with sodium hydroxide) was added in 1999 (W-2238)_ A sodium hydroxide storage building was added as part of this project. The City has acquired ownership of a significant amount of property to form a watershed directly surrounding the Spring. A chain link fence has been erected around the property to restrict access to and activities within the watershed_ The last segment of chain link fence was installed in 2002 (W-2980). The Spring provides direct service to the Valley 196 Zone. In June of 2010, a motorized valve was added to the treatment facility to stop the flow of water when the chlorine residual drops below a safe level. The power source is a 20 -kW generator (propane fuel source). The generator is auto -start and the transfer from commercial power to electric generator power is automatic. Currently, flow control is via a manually set gate valve (throttling valve). February 14, 2012 - DRAFT 2-4 pw:IfCamlic) DocumentslClieri WAlRenionlB595ADD1Deliverables/Chapter 21Ch02.docx Table 2.2 Active Supply Sources Water Maximum Physical Right Water Capacity with Name Status Right Qi Installed Equipment Standby Power (gpm) (gpm) (mgd) Springbrook Certificate 1,050 1,050 1.51 Auto Start & Transfer Well RW -1 Certificate 2,200 2,200 3.17 Auto Start & Transfer Well RW 2 Certificate 2,200 2,200 3.17 Auto Start & Transfer Well RW -3 Certificate 2,200 2,200 3.17 Auto Start & Transfer Well PW 8 Certificate 3,500 3,500 5.04 Trailer -in 1 Manual Well PW -9 Certificate 1,300 1,300 1.87 Trailer -in / Manual Subtotal 12,430 12,450 17.93 Well PW -5A Certificate 1,500 1,250 1.44 Trailer -in 1 Manual Subtotal 1,500 1,250 1.44 Well PW -11 Permit 2,500 2,500 3.60 None Well PW -12 Permit 1,500 1,500 2.16 Trailer -in / Manual' Well PW -17 Permit 1,500 1,500 2.16 Trailer -in / Manual' Subtotal 5,500 5,500 7.92 Well EW -3 None 1,500 1,500 1.44 Trailer -in / Manual Notes: 1. Either PW -12 or PW -17, not both_ 2. Emergency use only, when RW -1, RW -2, RW -3, PW -8, or PW -9 is out of service. 2.2.1.2 Wells 1, 2, and 3 (DOH Source S10 — Wellfield) Wells PW -1 and PW -2 were originally drilled in 1942 and were replaced by Well RW -1 (DOH Source S01) and RW -2 (DOH Source S02) in 1988 (W-0880). Well PW -3 was originally drilled in 1959 and the wellhead constructed in 1962 (W-0119) and was replaced by Well RW -3 (DOH Source S03) (W-0880) which is co -located with RW -1 and RW -2 in a wellhouse in Liberty Park adjacent to Houser Way N and the Cedar River. The water right for PW -3 was transferred to RW -3. Project W-0880 included chlorination and fluoridation. Corrosion control treatment to comply with the Lead & Copper Rule (pH adjustment with sodium hydroxide) was added in 1999 (W-2238). A manual transfer switch with Kirk -Key safety system was added in 1999 to allow the wellhouse to be powered by a City -owned portable generator (W-2784). In 2007, an emergency electrical power generation facility was constructed at the Mt. Olivet Reservoir and BPS site to provide backup power for the Mt. Olivet BPS and Wells RW -1, RW -2, and RW -3 (W-3239). A power transmission line was installed from the new power facility to an automatic transfer switch located at the transformer adjacent to the wellhouse. Now the February 14, 2012 - DRAFT 2-5 pw:liCarollo!❑ocurrenWClientPNNRentonB595A001DeliuerableslChapter 2lCh02.docx primary means of providing Wells 1, 2, and 3 with emergency backup electrical power is via the power generation building and the automatic transfer switch. The portable generator and manual transfer switch configuration remains as a secondary backup. The automatic transfer switch, which was originally installed in 1988 (W-0880), was rebuilt in 2010. Primary disinfection with continuous chlorine concentration monitoring — using a loop of large diameter pipe in Liberty Park — was added to the three wells in 2003 (W-2893). Each well is individually metered and is controlled by the elevation in the North Talbot Reservoir. Additionally, in 2010 the backpressure control valves were converted to flow control valves to prevent the flow rate from exceeding the water right Qi. The meters are located inside the wellhouse. The wells are pumped into the Valley 196 Zone. 2.2.1.3 Well 8 MOH Source S071 Well PW -8 was drilled in 1968 and the wellhead constructed in 1969 (W-0310). The facility is located in Cedar River Park adjacent to Interstate 405. Project W-0310 included chlorination. Fluoridation was added in 1986 (W-0851). Corrosion control treatment to comply with the Lead and Copper Rule (pH adjustment with sodium hydroxide) was added in 1999 (W-2238). The electrical system was rehabilitated in 1990 (W-1020). The rehab included an automatic transfer switch and stubbing out a 4 -inch electrical conduit from the main panel to the west side of the building for a future emergency power feed (refer to WTR-13-0035, Emergency Power System Study, 1989). This is a metered source and is controlled by the elevation in the North Talbot Reservoir. The meter is located in a vault adjacent to the wellhouse. The well is pumped into the Valley 196 Zone 2.2.1.4 Well 9 (DOH Source S091 Well PW -9 was drilled in 1984 (W-0665) and the wellhead constructed in 1985 (W-0718). It is located in Cedar River Park near where 1-405 crosses State Route 169 (SR -169). Project W-0718 included chlorination and stubbing out a 3'/ -inch electrical conduit from the main panel to the west side of the building for a future emergency power feed (refer to WTR-13- 0035, Emergency Power System Study 1989). Fluoridation was added in 1986 (W-0851). Corrosion control treatment to comply with the Lead & Copper Rule (pH adjustment with sodium hydroxide) was added in 1999 (W-2238). This is a metered source and is controlled by the elevation in the North Talbot Reservoir. The meter is located in a vault adjacent to the wellhouse. The well is pumped into the Valley 196 Zone. 2.2.1.5 Emergency Well 3 DOH Source S16 Emergency Well EW -3R was drilled in 1999 (W-2315) and the wellhead constructed in 2003 (W-2915). It is located in Liberty Park near the intersection of Houser Way N and Bronson Way N. This well replaced EW -3_ EW -3 was the original Well PW -3. W-2315 included chlorination, fluoridation, and treatment for corrosion control. The project also included switchgear and a receptacle to feed power from a portable generator set. This is a February 14, 2012 - DRAFT 2-6 pw'!lCarollwDocumenWUientlWA7Renton18595A601Deliverables/Chapter 21Ch02.dccx metered source and is controlled by the elevation in the North Talbot Reservoir. The meter is located inside the wellhouse. The well is pumped into the 196 Zone. 2.2.1.6 Well 5 (DOH Source SO4) Well PW -5A was drilled in 1988 (CAG -070-86) and the wellhead constructed in 1991 (W-0888). The well is located on the northwest corner of Jones Avenue NE and NE 24th Street. PW -5A replaced PW -5 (formerly Kennydale Well No. 1), which had severe sanding problems and could not be successfully redeveloped. The original PW -5 was drilled in 1953_ Project W-0888 included chlorination and fluoridation as well as switchgear and a receptacle to feed power from a portable generator set. Treatment for corrosion control is not necessary, as the pH of the raw water is about 8.0. This source can be used for summer peaking supply but has taste and odor problems. The raw water, like that of the Maplewood wellfield, contains hydrogen sulfide, iron, manganese, and ammonia. At some time in the future, additional treatment will be added to address these problems_ This is a metered source and is controlled by the elevation of the Highlands 435 Reservoirs. The meter is located in a vault 45 feet to the east of the wellhouse. The well is pumped into the Highlands 435 Zone. 2.2.1.7 Maplewood Wellfield DOH Source S13 Located at the Maplewood Golf Course on Maple Valley Highway, the Maplewood Wellfield consists of three wells: PW -11 (DOH Source S11), PW -12 (DOH Source S15), and PW -17 (DOH Source S12)_ PW -11 and PW -17 were drilled in 1989 (CAG -88-030) and the wellheads constructed in 1991 (W-0850 and W-1027). PW -12 was drilled in 1994 (WTR-13- 042) and the wellhead constructed in 1998 (W-2279). Treatment for the water from these wells is provided at the Maplewood Treatment and Booster Pump Station Facility, which was constructed in 1995 (W-1052). The raw water contains hydrogen sulfide, ammonia, manganese, and a small amount of iron. The original strategy for treating the water was to remove hydrogen sulfide using aeration and to keep the manganese in solution using ortho- polyphosphate (sequestering) as well as chlorinating and fluoridating the water. Treatment for corrosion control is not necessary, as the pH of the raw water is about 8.0. The presence of ammonia was discovered after the plant went online. The sequestering did not work and the water utility received numerous complaints regarding staining, taste, and odor. The method used for secondary disinfection was changed from chlorination to chloramination, which limited the areas in which the water could be used in the distribution system due to problems with mixing the Maplewood water with the water from the other sources. In January 2002, the City shut the wellfield down and began design and construction efforts to replace the treatment. A treatment pilot plant study had been conducted in June and July of 2001. The resulting design consists of: Converting hydrogen sulfide to sulfate by adding oxygen from air and reacting on granular activated carbon filters. February 14, 2012 - DRAFT 2-7 pw:!lCarolloldocumentrlClienVWAlRentonB595A0010eliverahleslChapter 21Ch02 doex 2. Removing manganese with green sand filters. 3. Converting ammonia to nitrogen gas by adding chlorine and reacting in a contact basin_ Construction (W-2953) of a new treatment building began in October 2003 and the treatment plant was put into operation in September 2006. The project included changing the method of chlorination from chlorine gas to sodium hypochlorite liquid_ Fluoridation is accomplished by using the existing plant. The project also included a manual switchgear with Kirk -Key safety system to allow powering one 1,500 -gallon -per -minute (gpm) well, one 1,500-gpm low -lift pump, and one 1,500-gpm high - lift pump and associated treatment equipment with a City -owned portable generator. Each well is individually metered. The meters are located in the new treatment building. Flow from each well is kept below the proposed Qi water right by using flow control valves. The wells are controlled by either the elevation in the Highlands 565 Reservoir or the Rolling Hills 590 and 490 Reservoirs (see discussion of Rolling Hills Booster Pump Station — in particular the back -pressure sustaining valves regulating the flow between the 490 and 590 pressure zones). The treated water is pumped to the clearwell located at the existing Maplewood Treatment 1 Booster Pump Station facility. From the clearwell, the water is pumped to either the Highlands 565 Zone or the Rolling Hills 594 Zone. The City continues to gather data on the operation of the wellfield for the purpose of developing an operational strategy and operations plan. 2.2.1.8 Well 4 (DOH Source S06) Well 4 was drilled in 1942 for the Northwest Water Company. The well was removed in 1962_ The City has an active water right of 170 gpm for the well (GWC 884-D). 2.2.1.9 Seattle Interties DOH Source S08 Currently there are ten interties with SPU. Two of the interties are used to supply water to the Boeing Renton Plant via two 10 -inch mains. Prior to 2001, Seattle sold this water directly to Boeing. In 2001, in accordance with a revised franchise agreement between Seattle and Renton, the metering points for the two 10 -inch service lines were moved closer to the SPU Cedar River Pipelines (W-2890), the source, and Renton began purchasing the water wholesale from Seattle and selling the water to Boeing. One of the ten interties was originally constructed as a retail supply point for Seattle to provide water to the Longacres Racetrack site. In 1994, the connection was upgraded (W- 2071) and is currently used as a backup fire flow supply for the Boeing Longacres site. This is an 8 -inch connection to the 60 -inch SPU Bow Lake transmission main at PRV Station 24. This intertie was modified in 2010 (W-3553) with a flow control valve so that it can be used to provide wholesale water to the Renton system in the future. February 14, 2012 - DRAFT 2-8 pw:llCarollolDocumenlWCIienilWNRenionf8595AOCIDeiiverables!Chapter 21Ch02.docx One of the interties is configured for supplying water to the SPU Mercer Island Pipeline. The remaining six interties are currently used for summer peaking supply. These are SPU Station Nos. 33, 34, 36, 37, 38, and 39 and are further described in Table 2.3, All Interties of All Types. Table 2.3 All Interties of All Types Name Meter Location Other Flow Maximum Size System Direction Flow Rate Interties with Seattle Public Utilities PRV 28 6 Shattuck Ave S & Seattle To Renton 700 SPU Sta. #33 S 23rd St Fred Nelson 8 Benson Rd S & Seattle To Renton 925 SPU Sta. #34 S 26th St Fred Nelson BPS SPU Sta. #36 6 Jones Av S & Seattle To Renton 700 S 7th St PRV 6 3/3 Beacon Way near Seattle To Renton 320 SPU Sta. #37 Renton Ave S PRV 35 6 S 134th St & Seattle To Renton 700 SPU #38 Thomas Ave S Tiffany Park 1018 Kirkland Ave SE & Seattle Two-way 1,050 SPU Sta. #39 SE 158th St Tiffany Park BPS PRV 24' 8 1901 Oakesdale Seattle To Renton 2,8002 Bow Lake Ave SW Pipeline (1,250 feet south) Renton I Seattle 10 Union Ave SE & Seattle To Seattle 1,950 SE 2nd PI Intertie with the City of Kent PRV 25 10 SE 43rd St & Kent Two-way 1,950 Kent Lind Ave SW Intertie with Skyway Water & Sewer District Skyway 10 80th Ave S & Skyway To Skyway 1,950 Wholesale S 116th St Interties between Seattle Public Utilities and the Renton Boeing Plant Boeing Plant 10 Logan Ave S & Seattle To Boeing 1,950 Meter - East S 2nd St Plant Boeing Plant 10 Logan Ave S & Seattle To Boeing 1,950 Meter -West S 2nd St Plant February 14, 2012 - DRAFT 2-9 pw:11Carollo7DocumenWClienYWAYRenton18595AGOIDeliverablWChapter 2/Ch02.dom Table 2.3 All Interties of All Types Name Meter Location Other Flow Maximum Size System Direction Flow Rate Emergency Interties PRV 53 8 2610 Lynnwood Coal To Coal 1,250 Coal Creek UD Ave NE Creek UD Creek Utility District PRV 23 8 17300 West Valley Tukwila Two-way 1,250 Tukwila Hwy S Dimmitt BPS3 6 12603 82nd Ave S Skyway Two-way 2,8004 Notes: 1. Currently used to provide backup fire flow to the Boeing Longacres site and as source of supply to Renton. Historically it was used for domestic, irrigation and fire flow supply for the Longacres Racetrack site. 2. Connection transitions from 8" to 10" to 12". 3. The Dimmitt BPS is owned and operated by Skyway Water and Sewer District. 4. Connection transitions from 6" to 8" to 12". 2.2.2 Storage Water storage within the distribution system provides for operational, equalizing, firefighting, and standby storage. Storage is provided by reservoirs and elevated tanks located within the distribution system. The City currently operates ten distribution system storage facilities and an operational storage/equalizing/detention reservoir at the Maplewood Treatment Plant. This section provides a description of the function and condition of each of these facilities. Currently two of the reservoirs have flow meters — Highlands 565 and Hazen Reservoirs. Table 2.4 lists all of the City's existing storage facilities and summarizes the physical characteristics. The recommended sizing and location of future storage facilities are presented in Chapter 9, Capital Improvement Program. 2.2.2.1 North Talbot Reservoir (Valley 196 Zone) Located at Talbot Hill Park near the intersection of Talbot Road S and S 19th Street, this 5 - million -gallon (MG), cast -in-place, reinforced concrete underground reservoir was constructed in 1976 (W-0419). The reservoir replaced two uncovered 0.5 -MG reservoirs that occupied the same site. In 1989, CH2M Hill visually inspected the reservoir and noted the following: The joint sealant was in good condition. Leaching of the concrete was observed. The leaching of the columns was slightly greater than observed on comparable structures. February 14, 2012 - DRAFT 2-10 pw:!lCarolWDocument&lClienUWAlRenten1B595A00/Deliverables/Chapter M02.dacx CH2M Hill made the following recommendations.- Drain ecommendations: Drain and inspect the reservoir every two to five years. Replace the ladder and overflow pipe supports with stainless steel. Install galvanic cathodic protection anodes to protect metal associated with the intake piping, wash -down piping, and other metals submerged in the reservoir. The interior was visually inspected again in 2010 by Water Utility staff who noted that all steel and iron surfaces were badly corroded, including the access ladder; inlet/outlet pipe and 2.5 -inch wash down pipes, which are no longer usable. The floor slab appeared to be in good shape with no exposed rebar and minor pitting near the columns. The columns appeared to be in fair condition with some areas of exposed aggregate and rust staining. The origin of the rust staining was not determined_ The roof to column connections appeared to be in good condition. The exterior of the reservoir roof is a tennis court. It has been noted that several large and small "bird baths" exist on the roof and retain rain water during storm events. 2.2.2.2 Mount Olivet Reservoir (Valley 196 Zone) Located near the intersection of NE 3rd Street and Bronson Way NE, this 3 -MG above- ground welded steel tank was constructed in 1954 (W-1141). CH2M Hill has periodically inspected it over the years (1969, 1977, 1982, 1985, 1989, and 1997). In 1971, an impressed current cathodic protection system was installed (W-0371). The exterior was recoated in 1978 (W-0476). The interior was recoated in 1991 (W-1035). The exterior was recoated and the cathodic protection system replaced in 1999 (W-2787). The exterior was recoated again in 2008 (W-3449) because of the failure of the 1999 coating. The interior was inspected most recently in 2010. The steel stringers between the roof beams are corroded badly and need to be replaced. In 2009, the City performed a preliminary design (WTR-13-0104, Water Distribution Storage Planning Study), which estimated the cost of replacing the reservoir at $8.25 million for a 6.9 -MG reservoir. This project is included in the City's water Capital Improvements Plan (Chapter 9). 2.2.2.3 Highlands 435 Reservoir—1.5-MG Hi hlands 435 Zone Located at the Highlands Reservoir site east of the intersection of NE 12th Street and Monroe Avenue NE, this reservoir was originally constructed as an uncovered reservoir during World War II (circa 1942). The reservoir was concrete -lined, rectangular in shape, partially in -ground and partially above ground with bermed excavated material. In 1966, the reservoir was covered (W-0098). In 1986, the beams for the cover were sand blasted and painted. In 1987, the roof beams were inspected for cracks; none were found (W-0909). In 2000, CH2M Hill inspected the reservoir for leaks and a preliminary design was conducted to increase the inflow and outflow piping (WTR-13-0072). The inspection was prompted by a concern that the Highlands 1.5 -MG and 2 -MG reservoirs had been damaged February 14, 2012 - DRAFT 2-11 pw 1/Carollo@mumentslClientPNNRentonlB595A00IOOiverahleslChapter 2lCh02.docx in the January 28 1995, Robinson Point earthquake (5.0 magnitude) as evidenced by wet ground around the chlorination booster station building (further examination discovered the problem was a leaking service line). Because of the concern that the two Highlands 435 Zone Reservoirs will suffer major damage in a large earthquake, the City plans to replace them in the future. In 2009, the City performed a preliminary design (WTR-13-0104, Water Distribution Storage Planning Study), which estimated the cost of replacing both of the Highlands 435 Zone Reservoirs (1.5 MG and 2.0 MG) at $21.3 million for a 15.2 -MG, two- compartment reservoir built in two phases. This project is included in the City's water Capital Improvements Plan (Chapter 9). 2.2.2.4 Highlands 435 Reservoir— 2 -MG (Highlands„435 Zone) Also located at the Highlands reservoir site, this covered, concrete lined, partially in -ground, partially aboveground reservoir was constructed in 1960 (W-0024)_ In 1986, the beams for the cover were sand blasted and painted. in 1987, the roof beams were inspected for cracks; some were found at the column locations (W-0949). In 1992, reinforcing collars were installed at the roof beam -column intersections and various cracks and joints in the concrete liner were sealed (W-1 081). See discussion above for the 2000 inspection. See discussion of reservoir replacement above. Replacement of this reservoir is also included in the City's water Capital Improvements Plan (Chapter 9)_ 2.2.2.5 Highlands 565 Reservoir - 0.75 -MG (Highlands 565 Zone) Also located at the Highlands reservoir site, this 0.75 -MG elevated steel reservoir was constructed in 1960 (W-0018). CH2M Hill has periodically inspected it over the years (1969, 1973, 1977, 1985 1989, and 1998) as part of an evaluation of all reservoirs, and again in 2009 with water utility staff. In 2010, LiquiVision Technology performed a dive inspection of the interior surfaces. In 1971, an impressed -current cathodic protection system was installed (W-0371). The exterior was recoated in 1978 (W-0476). In 1996, Chicago Bridge & Iron inspected the reservoir. In 1997, the interior of the reservoir was recoated, the impressed cathodic protection system was replaced, and additional railing and a safety climb rail were added (W-2210). Also, in 1997 the exterior of the reservoir was recoated (W -2303) - During the Nisqually earthquake of February 28 2001, (6.8 magnitude) the cross bracing of the tower structure was plastically deformed. In 2003, the bracing was repaired and the tank structure seismically rehabilitated (W-3005). The rehabilitation consisted of installing friction dampeners on the cross bracing and flexible connections where the water mains interface with the tanks. In 2049, a two-way flow meter was added to the single inlet 1 outlet pipe that connects the reservoir to the distribution system (W-3214). The exterior of the reservoir is due to be recoated during the time period 2011 — 2014. Replacement of this reservoir is included in the City's water Capital Improvements Plan (Chapter 9). February 14, 2012 - DRAFT 2-12 pw,llCarollolDocumentslClient WA/Rentonf$595AOOJDeliverableslChapter 21DO2.dom 2.2.2.6 Hazen 565 Reservoir - 4.2 -MG (Highlands 565 Zone) Located north of the Hazen High School campus at the south end of the property with address 4901 NE Sunset Boulevard, this 4.2 -MG steel standpipe was constructed in 2009 (W-3214). It has flow meters on both the inlet and outlet pipes. 2.2.2.7 Rolling Hills 590 Reservoir (Rolling Hills 590 Zone) Located at the Rolling Hills reservoir site near the intersection of Puget Drive SE and Edmonds Avenue SE, this 0.3 -MG elevated steel reservoir was constructed in 1970 (W-0323). The exterior was recoated in 1980 (W-0524). During the Nisqually earthquake of February 28, 2001, (6.8 magnitude) the cross bracing of the tower structure was plastically deformed_ In 2003, the bracing was repaired and the tank structure seismically rehabilitated (W-3005)_ The rehabilitation consisted of installing friction dampeners on the cross bracing and flexible connections where the water mains interface with the tanks. in addition to this work, both the interior and exterior were recoated and an impressed current cathodic protection system was installed. 2.2.2.8 Rolling Hills 490 Reservoir (Rolling Hills 490 Zone Also located at the Rolling Hills reservoir site, this 3 -MG above -ground steel tank was constructed in 2001 (W-2230). 2.2.2.9 West Hill Reservoir (West Hill 495 Zone) Located adjacent to Dimmitt Middle School near the intersection of 82nd Avenue S and S 126th Place, this 1.3 -MG steel standpipe was constructed in 1985 (W-0489). Both the interior and exterior of the reservoir were recoated in 2010. Additionally, two concentric rings of handrail on the top of the standpipe were constructed and an impressed current cathodic protection system was added (W-3488). 2.2.2.10 South Talbot Reservoir (South Talbot 330 Zone Located on Mill Avenue SE south of Carr Road, this 1.5 -MG above -ground steel tank was constructed in 1990 (W-0722). CH2M Hill inspected the tank in 1998 (WTR-13-0063) and its interior and exterior protective coatings were founded to be in good and very good condition, respectively. In 2008, the exterior was recoated due to pitting (due to rocks being thrown at the tank) (W-3449)_ The interior of this tank will be recoated within the next five years. 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The Windsor Hills BPS was taken out of service in 2010. It had been a backup to the Mt Olivet and Houser Way BPS. A description of each of the facilities is included in the following discussion. Table 2.5 provides a summary of each of the pump stations and the rated capacity of each pump. 2.2.3.1 Mt. Olivet Booster Pump Station Located adjacent to the Mount Olivet Reservoir, the Mt Olivet BPS pumps from the Valley 196 Zone to the Highlands 435 Zone. The BPS was constructed in 1967 (W-0262). In 1989, one booster pump was added and the electrical, heating, and ventilation systems were rehabilitated (W-0931). In 2007, an emergency electrical power generation facility was constructed at the Mt Olivet reservoir and BPS site to provide backup power for the Mt Olivet BPS and wells RW -1, RW -2, and RW -3 (W-3239). This BPS now has emergency backup electrical power with auto -start of the generator and auto -transfer from commercial to backup power. Flow from the station is measured by one meter located in a vault outside the station. The pumps are controlled by the elevations of the Highlands 435 Zone reservoirs. Replacement of this BPS is planned with replacement of the Mt. Olivet Reservoir. This project is included in the City's water CIP (Chapter 9). 2.2.3.2 Houser Way Booster Puma Station Located on the northwest corner of the intersection of Houser Way N and N Marion Street, the Houser Way BPS pumps from the Highlands 196 pressure zone to the Highlands 435 and Kennydale 320 pressure zones. The BPS was constructed in 1996 (W-2089). The station has a receptacle for an emergency generator hook-up and a manual transfer switch. Meters located inside the station measure flow to the two pressure zones. The pumps are controlled by: 1. The elevations of the Highlands 435 Zone reservoirs. 2. The pressure in the Kennydale 320 Zone measured at the station. 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E E E C) ami °L oa m H a U) co cn m E rn 'n `� E E s p � ri cq o m Q E g u-) m w L 0 0 E �r o v �.� ca '� o 7 a) E 3 acs o Z 0 o o c ° CD 0) =oma N d Z C 4—�j z _ E (/3 C L c G T C L O CD c N 0 al¢ Foo o HErcu`vn _ H H LL O z-, CV cri 4 February 14, 2012 - DRAFT 2-18 pwI1CarollolDocumentsiOlienUWA/Renlon18595A061DeliverahieslChapter 21ChD2.docx 2.2.3.3 Monroe Avenue Booster Pump Station Located on the northwest corner of the intersection of NE 4th Street and Monroe Avenue NE, the Monroe Avenue BPS pumps from the Highlands 435 Zone to the Highlands 565 Zone. An 8 -inch SCADA-controlled (supervisory control and data acquisition) transfer valve can allow flow from the Highlands 565 Zone to the Highlands 435 Zone. The valve is used in coordination with the Maplewood BPS when it is pumping into the Highlands 565 Zone. The BPS was constructed in 1969 (W-0324). In 1991, the station's electrical system was rehabilitated (W-1048). Flow from the station is measured by one meter located in the station. The pumps are controlled by the elevation of the Highlands 565 Reservoir. The pump station does not have emergency power back-up capability. Installing back-up power is included in the City's water Capital Improvements Plan (Chapter 9). Highlands Booster Pump Station Located at the Highlands Reservoir site, the Highlands BPS pumps from the Highlands 435 Zone to the Highlands 565 Zone. The BPS was constructed in 1960 (W-0018). In 1989, two pumps and motors were replaced and the third pump was rebuilt, the electrical system was rehabilitated (W-0924). An isolation valve was installed in 1992 (W-1023). In 2003, the wooden doors on the west side of the building were replaced with metal. This station has emergency power back-up with auto -start and auto -transfer (W-0815). Flow from the station is measured by one meter located in a vault outside the station. The pumps are controlled by the elevation in the Hazen 565 Reservoir. Replacement of this pump station is planned with the Highlands 435 Reservoirs. This project is included in the City's water Capital Improvements Plan (Chapter 9). 2.2.3.4 North Talbot Booster Pump Station Located near the intersection of SR 515 (Benson Road) and South 19th Street, the North Talbot BPS pumps from the Valley 196 Zone to the Rolling Hills 490 and Talbot Hill 350 Zones. It originally pumped to the Rolling Hills 590 Zone and Talbot Hill 350 Zone. The BPS was constructed in 1979 (W-0450). A manual transfer switch with Kirk -Key safety system was added in 1999 to allow the station to be powered by a City -owned portable generator (W-2784). In 2007, an emergency electrical power generation facility was constructed at the North Talbot Reservoir site to supply power to the North Talbot BPS (W-3239). The power is auto -start and auto -transfer. The portable generator and manual transfer switch configuration remains as a secondary backup. In 2001, a back -pressure sustaining valve was added to the station's primary discharge when a portion of the Rolling Hills 590 Zone was converted to the Rolling Hills 490 Zone as part of the Rolling Hills 3 -MG reservoir and pump station project (W-2230). The station's electrical, heating, and ventilation and control systems were rehabilitated in 2003 (W-2878). Flow to the two pressure zones is measured by meters located inside the station_ The pumps are controlled by: February 14, 2012 - DRAFT 2-19 pw,liCarollo7l)ocumentslCl entfWA/Rentonl8595AOOlaeliverables/Chapter 21ChO2.docn The elevation in the Rolling Hills 490 Reservoir. 2. The elevation in the South Talbot Reservoir. 2.2.3.5 Rollins Hills Booster Pump Station Located at the Rolling Hills reservoir site, the Rolling Hills BPS pumps from the Rolling Hills 490 Zone to the Rolling Hills 590 Zone. The BPS was constructed in 2001 (W-2230)_ Two back -pressure sustaining valves in the pump station allow water to flow from the Rolling Hills 590 Zone to the Rolling Hills 490 Zone when the Rolling Hills 590 Reservoir is near overflow. This is to allow the Rolling Hills 3 -MG reservoir to be filled by either the Maplewood BPS or North Talbot BPS. Two flow meters are located inside the station_ One flow meter measures flow from the Rolling Hills 490 Zone to the Rolling Hills 590 Zone. Another meter measures flow from the Rolling Hills 590 Zone to the Rolling Hills 490 Zone. The pumps are controlled by the elevation in the Rolling Hills 590 Reservoir. This pump station is equipped with an emergency generator with auto -start and auto -transfer, but only allows two pumps to operate at the same time. It is recommended that back-up power be installed such that all four pumps can run at the same time. This project is included in the City's water Capital Improvements Plan (Chapter 9). 2.2.3.6 Tiffany Park Booster Pump Station Located in Tiffany Park near the intersection of Kirkland Avenue SE and SE 20th Court, the Tiffany Park BPS pumps from the SPU 66 -inch Cedar River transmission main to the Rolling Hills 590 Zone. The BPS was constructed in 1962 (W-0226). The pumps were replaced in 1972 (W-0383). The entire station was rehabilitated in 1984 (W-0742). It does not have emergency power back-up capability. In 2011, a flow meter was installed. The pumps are controlled by the elevation in the Rolling Hills 590 Reservoir. 2.2.3.7 Fred Nelson Booster Pump Station Located adjacent to the Nelsen Middle School on Benson Road S, the Fred Nelson BPS pumps from SPU 60 -inch Bow Lake transmission main to the Rolling Hills 590 Zone. The BPS was constructed in 1962 (W-1125). It does not have emergency power back-up capability. In 2011, a flow meter was installed. The pumps are controlled by the elevation in the Rolling Hills 590 Reservoir_ 2.2.3.8 Maplewood Booster Pump Station Located at the Maplewood Golf Course, the Maplewood BPS pumps from the Maplewood wellfield clearwell to the Highlands 565 and Rolling Hills 590 Zones. The BPS was constructed in 1995 (W-1052). Any one of its 1,500 gpm pumps will have emergency back- up power (manual transfer — see discussion of Maplewood wellfield, above). Adding back- up power to the BPS is included in the City's water Capital Improvements Plan (Chapter 9). February 14, 2012 - DRAFT 2-20 pw,llCarollolDocuments/Olient WA/Rentonl8595AOOIDeliverahleslChapter 21ChOldocx Flow to the two pressure zones is measured by meters located inside the station. The pumps are controlled by: 1 _ The elevation in the Highlands 565 Reservoir. 2. The elevations in the Rolling Hills 490 and 590 Reservoirs. 2.2.3.9 South Talbot Booster Puma Station Located on SW 43rd Street just west of SR 167, the South Talbot BPS pumps from the Valley 196 Zone to the Talbot Hill 350 Zone. The BPS was constructed in 1982 (W-0600)_ A manual transfer switch with Kirk -Key safety system was added in 1999 to allow the station to be powered by a City owned portable generator (W-2784). Flow from the station is measured by one meter located in the station. The domestic pumps are controlled by the elevation in the South Talbot Reservoir_ The fire flow pumps are controlled by the pressure of the 350 Zone measured at the station. Only one fire pump can operate at one time, the other pump is a back-up. The pump station does not have emergency power back-up capability. Installing back-up power is included in the City's water CIP (Chapter 9). 2.2.3.14 West Hill Booster Pump Station Located on West Perimeter Road at the Renton Municipal Airport near the control tower, this station pumps from the Valley 196 Zone to the Rolling Hills 495 Zone. The BPS was constructed in 1985 (W-0715). It has one 1,000-gpm fire pump that is driven by a diesel engine with auto -start. Flow from the station is measured by one meter located in the station. The pumps are controlled by the elevation in the West Hill Reservoir. Installing back-up power is included in the City's water CIP (Chapter 9)_ 2.2.4 Pressure Zones and Pressure -Reducing Stations The City's 15 different pressure zones provide pressures in the distribution system that range from 27 to 173 psi. The lowest service pressures occur in an isolated area at the northeast corner of Talbot Road South and Carr Road in the Valley 196 Zone. The service highest pressures occur in an isolated area in the Highlands 435 Zone near the intersection of North 4th Street and Houser Way North. The City currently serves customers within an elevation range of 11 feet to 476 feet. Table 2.6 lists each pressure zone, as it is commonly named, and the hydraulic elevation that each pressure zone provides. The hydraulic elevation is the overflow elevation of the highest reservoir in the pressure zone or the hydraulic elevation set point on the lead pressure -reducing valve. Also included in Table 2.6 are the lowest and highest ground elevations served in each pressure zone and the corresponding pressure at those elevations. February 14, 2012 - DRAFT 2-21 pw:llCarollolDocuments7OienVWAlRentonl8595Aa01aeliverables!Chapter MhOldocx Figure 2.2 shows the vertical relationship of the system's pressure zones and demonstrates how water can move up or down through the system. All pressure zones are served directly or indirectly from the City's active wells and Springbrook Springs. The downtown wells (RW -1, RW -2, RW -3, PW -8, and PW -9) directly supply the Valley 196 Zone. If the water is not consumed in the Valley 196 Zone, and it is needed in a higher zone, it is pumped by booster stations to the higher -pressure zones. Well PW -5A supplies the Highlands 435 Zone directly where it is also available for supply to the Highlands 565 Zone (through booster stations) or to the Kennydale 320 Zone via pressure reducing stations. Wells PW - 11, PW -12, and PW -1 7 supply the Highlands 565 Zone and Rolling Hills 590 Zone. It is desirable to have two or more connections (or supply points) that will allow water to move to a higher pressure zone, or downward to a lower pressure zone. This arrangement maximizes system reliability by providing multiple paths or routes that the water can take when moving between pressure zones. Although the system has 15 distinct pressure zones, not all of the pressure zones have separate storage or supply facilities. Some pressure zones are supplied exclusively by pressure reducing stations from an upper pressure zone. It is impractical to plan facilities and improvements for all of these pressure zones individually; therefore, the water system has been divided into five operating areas. Each operating area is a single pressure zone or combination of pressure zones with similar operating characteristics. For example, a lower pressure zone that is supplied exclusively by PRVs from an upper pressure zone would be combined with that upper pressure zone to form an operating area. For the majority of this plan, the pressure zones presented in Table 2.7 are included in each operating area. PRV stations are installed between pressure zones and allow water from a higher level pressure zone to flow into a lower level pressure zone at reduced pressures. The PRVs in the pressure reducing stations hydraulically vary the flow rate through the valve to maintain a constant and preset discharge pressure up to the limit of the flow capacity of the valve. The effect of a PRV on the lower pressure zone is the same as that as a reservoir whose overflow elevation is the same as the pressure setting on the valve (hydraulic elevation). Lead PRVs are located in hydraulically remote areas from both upper and lower pressure zone reservoirs to promote good circulation in both pressure zones, thus maintaining water quality. Lag PRVs may be located hydraulically closer to storage to minimize system head losses during high flow rate conditions when the lag valves need to operate. February 14, 2012 - DRAFT 2-22 pw:l7CarollolDocumentslCienUWA7Renton18595At}t)1Delirerables/Chapter 21ChO2.dou Table 2.6 Pressure Zones — Minimum and Maximum Service Pressures and Elevations Operating Area Hydraulic Maximum Minimum Minimum Maximum Highlands 565 Elevation Elevation Service Elevation Service Pressure Zones (ft) Served (ft) Pressure Served (ft) Pressure (psi) (psi) Kennydale 218 218 37 78 25 84 Kennydale 320 320 218 44 15 145 Highlands 435 438.58 365 30 38 173 Highlands 565 568.58 474 36 314 110 Valley 196 199.58 130 27 11 82 West Hill 495 498.58 396 31 113 167 West Hill 300 300 216 36 40 113 Earlington 370 370 261 47 89 122 Scenic Hill 370 370 260 48 110 113 Rolling Hills 590 593.58 476 47 298 128 Rolling Hills 490 494.50 392 40 154 148 Rolling Hills 395 395 300 41 226 73 Talbot Hill 350 353.58 244 44 54 130 East Talbot Hill 300 300 214 37 124 76 West Talbot Hill 300 300 210 39 54 106 Table 2.7 Pressure Zones by Operating Area Operating Area Pressure Zone Valley Valley 196 Highlands 435 / Kennydale Highlands 435, Kennydale 218, and Kennydale 320 Highlands 565 Highlands 565 West Hill West Hill 495, West Hill 300, and Earlington 370 Rolling Hills / Talbot Hill Rolling Hills 590, Rolling Hills 490, Rolling Hills 395, Talbot Hill 350, East Talbot Hill 300, West Talbot Hill 300, and Scenic Hill 370 February 14, 2012 - DRAFT 2-23 pw:llCarolWDocumenWClienVWNRenWn19545AD01DeliverahleslChapter 21ChD2.dacx C_) Lo O U; C7 if,, C`s rl C J O �J ;D Ln I r? 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Q R n Z X\ = a o pm a WdJ OOILtr a���' U' a zawll e a wW A ar s uo �n 13 -0$ I. Mn a W F N U ww _ m _._.. Mss o w, V.gmZ na a N a a 7n w3a N \6 Vl m MRS N � 4pdj0 (7 �Jwo F b Kq N =off 3 o J W e �W� n If Yr > m 3L o maozA.0 w [aaN�a j'2 � i� aim gr ww NYN 5 w wo h Vl � a r m ac7- mfr Ogmm = a�g 2 r II. Zr m � - - M.11 O FWw V = oar° Y s _ a mzc� _ Zao 4 - o Lr) o L2 r o LO o LO o L`)CD 0 co In Ln 'tn (n u cv — — L LU J 02 a y W Z W W O ayzaz�w v D LU 2 -j N w~�N J V LY LU Q tnsF�CC � W Lu > W>�O t7W w>Z L/} U) = lA J W = J Ln U)LU = 4' m = _ CL a = W O Z O x Y a ~ J W ,J am°uj $ i Gp W Q b owg W WSW a ) (A0O OQ yj K CD co f ) I• � �J ��i G Z LU LU J IT02 S uor Brp'allio.Ad711nro.4pAH-1_ga,antllj\4'iVa\OOVS6S8\uo}uad\ivalla\VMS U ~� E 0 U� d V N � U (D v oQ 2 LU J 02 a y W Z W W O ayzaz�w v D LU 2 -j N w~�N J V LY LU Q tnsF�CC � W Lu > W>�O t7W w>Z L/} U) = lA J W = J Ln U)LU = 4' m = _ CL a = W O Z O x Y a ~ J W ,J am°uj $ i Gp W Q b owg W WSW a ) (A0O OQ yj K CD co f ) I• � �J ��i G Z LU LU J IT02 S uor Brp'allio.Ad711nro.4pAH-1_ga,antllj\4'iVa\OOVS6S8\uo}uad\ivalla\VMS The primary purposes of the PRVs in the City's system are as follows: To maintain pressures in the lower pressure zone during high demand periods. 2. To increase pressure and flow which would otherwise be required during an emergency such as a fire or pipeline failure. 3. To achieve optimum circulation in each pressure zone, thereby maintaining water quality_ When a PRV malfunctions in an open position and allows downstream pressures to rise above the PRV set point, damage can occur due to over pressuring of the pressure zone_ The probability of over pressuring the lower pressure zone can be greatly reduced by placing a pressure relief valve on the discharge (pressure -reduced) side of the PRV. If a pressure sensor is also installed on the PRV discharge and the pressure reading is telemetered and alarmed at the central control center, the City will know quickly when the failure is occurring and will be able to minimize damages as a result of the PRV failure. The City's PRV stations currently in operation are listed in Table 2.8. 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C U Op E N p C OU N -0— 0) N O CO (n U) U (o Ir- O- 0�O r C i` (n (A (n V) U) O- w Z N 00 �V ` 0) .2 IT (o u7 r 00 'gr Lo O r co fp 3 M � m V co Nr V in Ln Ln z February 14, 2012 - DRAFT 2-29 pw:l7CaroliolDocumenUDientMAlRenton78595ADO1DeliverahleslChapter 21Ch02.dccz The following list provides additional information on PRV stations that are no longer in operation: • PRV Stations 17, 18, 19, 20, 21, and 33 were put on inactive status (zone valves opened; PRVs set to wide open) in 2001 as part of the reconfiguration of the Rolling Hills 490 and 590 Zones following the completion of the Rolling Hills 3 -MG Reservoir and BPS project (W-2230). • PRV Station 11 was removed in 1995 (W-2126). • PRV Station 15 was removed in 1992. • PRV Station 27 was removed in 1992. • PRV Station 42 was removed in 2000. 2.2.5 Interties and Emergency Supply Sources The City maintains several emergency supply sources. These sources consist of one emergency well, EW -3, and several interties. All of the City's interties, regular and emergency supply, are shown in Table 2.3. The City has 10 interties as defined by RCW 90.03.383 (use prior to January 1, 1991) plus three emergency interties. Notices of the 10 interties were submitted to the Washington State Department of Ecology and Washington State Department of Health in May 1992 and then again in June 1996. Copies of all of the City's intertie and emergency supply agreements are included in Appendix D. 2.2.6 Distribution System The City's water pipelines are shown in plan view in Figure 2.1 _ Tables 2.9a, 2.9b, and 2.9c summarize the length of mains in the water system by diameter, pressure zone, material, and age. 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V) r I �+ C) N O O co mt }Oj O m W Q C m m � H 0 r _ T a 'a m W U) C c A � H J N aU C) to C) U) C) CD C) C) O N G � � m CL H: c � CA ) C7 N d ifl OQ Ca N 0 a+ NQ? r r r r r N N R February 14, 2012 - DRAFT 2-32 pw:IlCamIlolDocumentslCiienYWAIRenton78595A6DIDeliverableslChapter 21Cha2.docx _+ r CD ti It iy 00 IT LO co IT I- l') m O IT O Nr o CN CDCD o r v to T T J O O O C) o0 r— N N It N CD T O O M 0 N N p- N N r r O N O O N ED CO 0 O � qt I r (') Co 0) CA CA 0) CDr O m O M r Cf) Nr Nr LO (14 O I ti O CY) r` M 00 r O 00 v Ali m M Ci r r a �. as � ea I_ a0 N oo h CA �} m h0 r CC} N CD T T m C � rl- a O h cri O T M CSO N r N N � d r C7� r+ m r C) T- ti M 00 r 00 OD I M C 0) C LO MLo LO N r J r I �+ C) N O O co mt }Oj m W Q C m m a) 0 r _ T a 'a W U) C A � H N aU U ❑ a- U) o m t- 'a February 14, 2012 - DRAFT 2-32 pw:IlCamIlolDocumentslCiienYWAIRenton78595A6DIDeliverableslChapter 21Cha2.docx Transmission capability for the system is primarily provided by 12 -inch, 16 -inch, and 24 - inch diameter pipelines from the wellfields located in Liberty Park, Cedar River Park, and the Maplewood Golf Course to various points within the service area_ Since approximately 96 to 97 percent of the system's supply is provided from the wellfields, major transmission facilities are required in the Valley 196 Zone to ensure adequate water distribution throughout the service area. As shown in Figure 2.1, the transmission pipelines are located primarily along the major transportation corridors. The looped 8 -inch pipelines in the well- developed residential areas of the system also provide some transmission capability. Transmission pipelines in the Valley 196 Zone predominantly run north to south, supplying the downtown business pressure zone, the Green River Valley industrial complexes, and the BPS that serve the other areas of the system. East -west pipelines that connect to the north -south transmission mains also provide additional transmission capacity. The pipe loops or grids formed by these connections help to increase system reliability and capacity throughout the system. Transmission pipelines from the Maplewood wellfield carry finished water to the Highlands and Rolling Hills Zones. Both transmission pipeline routes follow unimproved corridors and steep slopes. A high-pressure fire loop (320 -foot hydraulic grade line) encompasses a high-risk area of the industrial sector near the Paccar and Boeing plants for improved fire protection. For areas on the eastern side of the valley, the topography of the terrain dictates that the transmission corridors run in a north -south orientation within each pressure zone and in a west -east orientation between the different pressure zones_ The transmission corridor in the West Hill area runs east and west from the West Hill Pump Station to the reservoir and north and south on 84th Avenue S. A separate transmission route connects the reservoir with Skyway Water and Sewer District. Looped 8- and 6 -inch distribution mains provide a large percentage of the transmission capacity in the West Hill area. Transmission mains generally convey water between the supply sources (reservoirs or wells) to the local distribution grid where it is conveyed to the source of the demand. Ideally, minimal head losses should occur in transmission pipelines during normal demand periods, allowing these mains to also convey fire demands to the distribution system and to meet other emergencies without experiencing adverse head losses. Figure 2.1 also presents all the smaller pipelines below 12 inches in diameter that convey water from the transmission grid to the individual service connections. A distribution system functions by meeting individual demands in the immediate vicinity via branching and looping pipelines through the service area. Under normal conditions, the velocity of water in transmission and distribution mains should be less than 5 feet per second (fps) during peak demand periods, and less than 8 fps during fire demands periods_ February 14, 2012 - DRAFT 2-33 pw,liCarollolDocumentslClienYWArRenlon18595AGOIDeliverable Chapter 21Ch02.dDcx Velocities in excess of 8 fps may produce unacceptable thrust forces in underground fittings and cause excessive pipe wear or failure. Therefore, limiting velocity to less than 8 fps has been adopted by the City as a design criteria. The transmission and distribution system is comprised of water mains of four different materials: asbestos cement (AC), steel (ST), ductile iron (DI), and cast iron (CI). Current City policy is to replace all AC and ST water mains in the system as the budget permits, since transmission lines made of these materials are prone to leakage and failure. Table 2.10 summarizes the water main replacements the City has done since 2003. Table 2.10 Water Main Replacements Since 2003 Year Length (ft) Diameter and Material New Diameter and Project No. Before Replacement Material 2004 48 8 Cl 8 DI W-2959 2004 1,491 4 Cl 4, 8, 12 & 18 DI W-2960 2004 4,313 6 ST 6 & 8 DI W-3078 2004 5,319 4&6CI 4,6&8D1 W3142 2005 5,076 4& 6CI 4& 8 D1 W-3198 2006 1,235 4 & 6 ST 8 DI W-3537 2006 2,120 4 AC & 6 ST 8 DI W-3287 2007 1,588 4 & 6CI 12 DI W-2988 2007 265 12 DI 12 DI W-3223 2007 1,880 16 Cl 16 DI W-3344 2008 900 8 CI 12 DI W-2952 2009 1,800 8 CI 12 DI W-3179 2009 313 80 1 12 DI W-3224 2009 2,002 4 & 6CI 8 & 12 DI W-3362 2009 1,236 4 & 6 Cl 8 DI W-3537 2010 7,181 4 & 6 Cl 8 DI W-3080 Other future distribution improvements are discussed in Chapter 9, Capital Improvement Program. February 14, 2012 - DRAFT 2-34 pw:l7CamlWDocumenlslCRenUWNRenton78595AQ01DelWrables/Chapler 2002.docx 2.2.7 Source Treatment Renton chlorinates all of its sources for the purpose of secondary disinfection. The target dose is 0.8 milligrams per liter (mg/Q. Additionally, Wells RW -1, RW -2, and RW -3 are provided with primary disinfection. The water from Wells PW -11, PW -12 and PW -17 is also provided with primary disinfection as a result of the treatment process to remove the ammonia from the raw water. The City began chlorinating its drinking water in 1976. See section 2.2.1, Source of Supply for further information. The City began fluoridating its drinking water in 1986. The target dose is 1.0 mg/L. All sources, except Wells PW -8, PW -9, PW -11, PW -12, and PW -17, have the fluoride saturation and metering equipment located in the well house. Wells PW -8 and PW -9 are served by the Fluoridation Building, which is located next to Well PW -8. This building also serves a storage facility for bagged sodium fluoride. Fluoridation for Wells PW -11, PW -12, and PW -17 occurs at a central location —the Maplewood BPS and Treatment Building. Section 2.2.1 Source of Supply describes these facilities in greater detail. In 1999, the City began treating the water from the downtown wells and Springbrook Springs with sodium hydroxide to raise the pH of the water. The purpose for doing this is to make the water less corrosive and to comply with the Lead & Copper Rule. A central storage and meter facility was constructed in Cedar River Park. From this facility, diluted sodium hydroxide is fed to each of the downtown wells via HDPE pipes. Springbrook Springs has its own storage and metering system Section 2.2.1 Source of Supply provides further information regarding the treatment of water from the Maplewood Wellfield. 2.2.8 Telemetry and SCADA The telemetry and system control and data acquisition (SCADA) systems for the water system have changed over the years with the changes in technology that is available for the purpose. The following is a brief description of the current system. Certain aspects of operation and capability are not discussed for security reasons. Each site (all sources, all booster pump stations, all reservoirs, all treatment facilities, Boeing Longacres Intertie, Skyway Wholesale Meter, Dimmitt BPS, Coal Creek emergency intertie) has a remote telemetry unit (RTU) that in some cases also serves as a programmable logic controller (PLC). Information about the site is forwarded from the site to the master telemetry unit (MTU) that is located at the Water System Control Room (City Shops Administration Building). The MTU sends information and instructions back to the BTUs. Signals between the RTUs and MTU travel either by dedicated phone lines or by radio waves. At the Water System Control Room the operations staff monitor (and in some cases control) the system using a Human Machine Interface (HMI). The HMI is a PC running software that communicates with the MTU and can display information. The HMI February 14, 2012 - DRAFT 2-35 pw,)iCarollo7Cocuments/ClienVWA/Renton18595A00DeliverahleslChapter 210h02.doa computer also runs an auto -dialer application (Wain 911) that calls a 24-hour manned call service and/or water shop stand-by staff. There is a back-up auto -dialer that is used in the event the HMI computer or MTU fails. Each RTU, the MTU, and the HMI computer have various levels of back-up power and redundancy. Various analog (e.g_, flow rate, water elevation), discrete (e.g., pump status), and alarm information is stored in a SQL Server database for historical and analysis purposes_ February 14, 2012 - DRAFT 2-36 pw:llCarollo/DocumenWClientWAIRenioN8595ADOoeliverableslChapler21Ch02. = Chapter 3 PLANNING DATA AND WATER DEMAND FORECASTS This chapter summarizes the existing and projected water requirements for the City water distribution system. Projecting a realistic future water demand is necessary for planning infrastructure projects and securing adequate water supply to meet future growth. Current water requirements are documented in this chapter based on historical water use as recorded by the City. 3.1 POPULATION AND DEMOGRAPHIC TRENDS Current and projected future demographic trends were developed for the City's RWSA based on data provided in the PSRC's Population, Households, and Employment Forecast database. The PSRC Population, Households, and Employment Forecast database contains historical and future year estimates of key demographic and employment values for the Puget Sound region by forecast analysis zone (FAZ). FAZs are the geographic units used by the PSRC to report its small area forecasts of population, households, and employment. They are built up from traffic analysis zones (TAZs), with each FAZ containing between 1 to 20 TAZs. Data provided in the PSRC database is available in ten-year increments, starting with 1980 and extending through 2040. The City's RWSA and pressure zone boundaries do not coincide with the PRSC FAZ boundaries. Therefore, the City allocated the key demographic and employment variables (total households, total population, total employment) to each pressure zone within the RWSA using geographic information system (GIS) techniques. Additional data used to develop the demographic projections by pressure zone for the RWSA includes the City's list of vacant parcels within the RWSA, City zoning designations, the City's Buildable lands database, the Boeing Renton Environmental Impact Statement (EIS), and the Sunset Area Community Planned Action EIS. Appendix I contains a detailed description of the methodology used to develop the demographic projections. This section summarizes the information presented in Appendix I. 3.1.1 Historical Population and Demographics Table 3.1 summarizes the current population, as well as the number of households and employees in the RWSA, based on data from the PSRC. February 10, 2012 - DRAFT 3-1 pw:liCarolloOmumentslClientlWA/Renton18595AOOIDeliverableslCh_03 Table 3.1 Historical Demographics Year Population Households Employees 1980 35,226 14,138 34,829 1990 42,442 18,069 43,794 2000 49,633 21,260 50,033 2010 54,351 23,704 53,102 Notes: 2015 56,715 25,331 1. Source: Based on population, household, and employment estimates from PSRC. 3.1.2 Population and Demographic Forecasts Table 3.2 summarizes the population and demographic forecasts for the RWSA. The forecasts were developed based on the projections developed by the PSRC, the City's list of vacant parcels within the RWSA, the City's Buildable Lands database, the Boeing Renton EIS, and the Sunset Area Community Planned Action EIS. Table 3.2 Demographic Projections Year Population Households Employees 2011 54,824 24,030 54,688 2012 55,296 24,355 56,125 2013 55,769 24,680 57,516 2014 56,242 25,006 58,873 2015 56,715 25,331 60,221 2016 57,214 25,679 61,023 2017 57,714 26,027 61,825 2021 59,713 27,418 65,039 2031 64,503 30,770 73,097 2041 67,434 32,963 83,349 2051 70,364 34,865 89,366 2061 73,294 36,768 95,382 2071 76,125 38,587 101,392 It should be noted that there is very little vacant land within the City's current RWSA. Therefore, the growth capacity within the City's RWSA is limited. The majority of future growth is projected to occur within the Regional Urban Center and the Sunset Area Community Planned Action redevelopment boundaries. Therefore, the rate of growth of these redevelopment areas affects the projected build out date of the RWSA. Per City staff, the Regional Urban Center is not expected to be fully built out until the 2070 time frame. Build out of the Sunset Area is assumed to occur by 2030, based on the Sunset Area Community Planned Action EIS. February 10, 2012 - DRAFT 3-2 pw:llCarollolDocuments/ClientlWAIRenion18595AOO DeliverableslCh_03 3.2 HISTORICAL CONNECTIONS AND WATER USE This section summarizes the historical number of connections and water use per customer class from 2004 to 2009_ The historical data are used to determine the average water use per connection for each customer class, which forms the basis for the development of future average water demand projections. 3.2.1 Historical Service Connections From 2004 through 2009, the total number of City retail water service connections increased by 8.2 percent. As of the end of 2009, the City provided water to 16,782 connections. Table 3.3 shows the historical number of connections per customer class. Table 3.3 Historical Service Connections Number of Connections by Year' Connection Type 2004 2005 2006 2007 2008 2009 2010 Residential Single-family 12,220 12,567 12,855 13,113 13,220 13,260 13,277 Multi -family 1,535 1,541 1,542 1,546 1,551 1,557 1,557 Non -Residential Commercial 991 1,015 1,024 1,047 1,082 1,092 1,092 Industrial 74 74 74 74 74 74 74 Government 80 80 81 83 88 92 92 Irrigation 604 629 645 663 689 703 704 Other Skyway Wholesale 1 1 1 1 1 1 1 SPU to Boeing 2 2 2 2 2 2 2 King County WWTP 1 1 1 1 1 1 1 Total Connections 15,508 15,910 16,225 16,530 16,708 16,782 16,800 Notes: 1. Number of connections based on records provided by City staff. Number of connections is based on end of the year numbers, except for 2010, which is based on the number of connections as of June. Based on the data provided in Table 3.3, the following is noted: Single-family Connections: Single-family connections accounted for 79 percent of connections in the RWSA in 2009. From 2004 through 2009, single-family connections increased by 1,040 connections, which is roughly nine percent. February 10, 2012 - DRAFT 3-3 pw:7lCarolb7DocumentslClientfWAlRentonlB595A001DeiiverableslCh_03 • Multi -family Connections: Multi -family connections accounted for nine percent of connections in the RWSA in 2009. From 2004 through 2009, multi -family connections increased by 22 connections, or roughly 1.4 percent. • Commercial Connections: Commercial connections accounted for seven percent of connections in the RWSA in 2009. From 2004 through 2009, commercial connections increased by 101 connections, or roughly ten percent. • Industrial Connections: Industrial connections accounted for less than one percent of connections in the RWSA in 2009. There was no growth in the number of industrial connections from 2004 through 2009. • Government Connections: Government connections accounted for less than one percent of connections in the RWSA in 2009. From 2004 through 2009, government connections increased by 12 connections, or roughly 15 percent. • Irrigation Connections: Irrigation connections accounted for roughly four percent of connections in the RWSA in 2009. From 2004 through 2009, irrigation connections increased by 99 connections, or roughly 16 percent. • Other Connections - Wholesale & Large Water Users: The City supplies wholesale water to the Skyway Water and Sewer District through one connection located in the West Hill 495 Pressure Zone. In addition, some water is purchased from SPU and sold to the Boeing Plant Area. This water is measured through two connections at the Boeing Plant. The City also provides water to the King County Wastewater Treatment Plant (WWTP) through one commercial water connection. Because the King County WWTP in considered a "large user," it has been subtracted out of the commercial connections throughout this chapter. 3.2.2 Historical Source Production The City produces water for its customers primarily through its wells and through Springbrook Springs. The City also purchases water from SPU to help serve the Boeing Plant Area. Table 3.4 lists the total water produced from 2004 through 2009 by supply source. The annual production ranged from 3,617,002 ccf in 2005 to a high of 3,959,812 ccf in 2007. The total water production in 2009 was 3,707,785 ccf. Figure 3.1 shows the average production percentage by active source for 2004 through 2009. As shown on this figure, the largest City supply sources from 2004 to 2009 were Wells RW -1, RW -2, and RW -3. These three wells accounted for 67 percent of water produced by the City during that period. Other major sources of supply in the City from 2004 through 2009 included Springbrook Springs and Well PW -8, which accounted for 16 percent and 9 percent of the total water produced during that period, respectively. The remaining 8 percent consisted of the other City wells, as well as the water purchased from SPU. February 10, 2012 - DRAFT 3-4 pw:1lCarollol0ocumentWCHenVWNRonron18595A001aeliverables/Ch_03 Table 3.4 Historical Annual Water Production by Source Annual Production Per Year (CCF)' Active Source 2004 2005 2006 2007 2008 2009 Springbrook Springs 463,580 455,179 590,362 767,993 697,931 660,755 Well EW -3 2,616 4,241 832 2,103 17,832 1,493 Wells RW -1, RW -2, & RW -3 21859,415 2,383,724 2,885,362 2,394,929 2,342,399 2,260,082 Well PW -8 375,200 410,312 389,301 517,439 186,705 205,597 Well PW -9 34,913 311,706 9,216 8,368 63,942 14,821 Well PW -11 0 0 87 17,793 10,919 6,744 Well PW -12 0 0 3,589 165,121 20,925 71,285 Well PW -17 0 0 22,509 34,107 274,604 444,518 Purchased from SPU 64,549 51,841 48,318 51,959 38,125 42,490 Total 3,800,274 3,617,002 3,949,575 3,939,812 3,653,382 3,707,785 Notes: 1. Historical water production data provided by City staff. 2. Non active sources include the Cedar River supply source Well 4, Well RW -5, and Well PW -10. 3.2.3 Historical Water Consumption by User Class Table 3.5 summarizes the total retail water consumption by customer class from 2004 through 2009. Table 3.5 also lists the other authorized water use, such as water used for construction, and the calculated unaccounted-for water from 2004 to 2009. Although the total number of City connections has increased from 2004 to 2009 (according to Table 3.3), the total retail water consumption in 2009 was slightly less than the total retail water consumption in 2004. From 2004 to 2009, the total water consumption fluctuated from 6.0 mgd in 2008 to 6.54 mgd in 2004. Water use patterns are analyzed using the amount of consumption per customer class. Figure 3.2 depicts the average percentage of each type of customer class in terms of number of accounts from 2004 to 2009, and presents the percentages of water sold by customer class from 2004 to 2009. February 10, 2012 - DRAFT 3-5 pw.!!C aro II DIDo c u me n WCl ient! WAI Re n t o n (8595 A.0O1 De l ive ra b f e sIC h _ 0 3 o�S Amo o co 5 o a � 0 -W c 0 A R L O CL N D N i LL 4:3 U)U 0 a� w� en .L CL U) o� o � V CD C CL U) O (D U) E O c d7 f� L U 7 CL ti rCN i r o e� m 00 N } February 10, 2012 - DRAFT 3-7 pw:fiCarDlIGUcumentslClienUWAIRenton18595AO01DeliverableslCh_O3 2 -` c W oo N. - ::LO .... LO ao o ai r --ti Q o N r � 03 r` r, Q '� E r r r r r r r CD a) w N En w .R+ h f. > R N r+ ti N v 0 ti 0 w p Q xr e� E r~ v r� o r; _ a m ao r; r� CL m a Q m C o U c N a s N T cx *�E v rn v N CA O m to Q7 a F. :3 co E (A N CO co CD v CD O (O N (D v) cd V= 7 fE N C ..r O IR U)CL N O U C D/ v i N t o "0 0 1� o 0 0 0 o Q 0 R N m N y 0= E o 0 0 0 0 0 c a� o (M7 c Q n N Q e O L U, H iV ` 4. CL 3 N N N CD co Cg N .O ,� U W N ' C Y C31 E o 6 0 6 06 j-- o 0 a'D c p � U tmC N +.- r0 C 'O 'C C71 co Q r r r 00 Q r` O O r O U3 Z a 47 07 @ N a 0 E 0 0 6 6 6 6 o c o O CND U N M a N O y = 16.0 �� CD o L Oi E r O r O6 r r O Q CO r O -0 tm � p V O O i N 'm p CL E V m to m co W R '� CO •m E ccoo 6 6 CMD, 6 0 coo, a C a o 0 �' E; U Q to y @ Cf r r N N C 0 U To c a H E :r 0 E o d 6 0 6 6 0 @ 3 a 'DE E R m 2!f o .0 RO O O m 00 Lo o r o N toU 3CL. 7 w m o U o E o 6 6 6 ra a o L) -0 a m Z ca a_c _m fr R cm a- SO E 0 41 O cm� O 0 w �o m rn cn a L W a CO N E O E r r N N r r O r c 0 O U) v r r r r r E ` N N .` CL E 7 0 3 R N 'TO) M� C 3 m C a R ri C `� U O M CO C d = W O O R Q7 O 7 a a U N 3 CYf'i O 3 N a O O U) w O C E O E N N N r N N N a V L ER [2 U f1 R N N N N CV O 0 > C? om a e o R O O O co O 01I U re pp L- U O N N N N N N Q Z r• N Crj February 10, 2012 - DRAFT 3-7 pw:fiCarDlIGUcumentslClienUWAIRenton18595AO01DeliverableslCh_O3 Percent of Retail Accounts by Customer Class (2804 - 2009 Avg.) Government Other Irrigation 0.52% 0.02% 4% Industrial 0.45% Commercial 6% Multi Family 10% Single Family 79% Percent Consumed by Customer Class (2004 - 2009) Other Irrigation 8% 13% Single Family Government 35% 2% Industrial 2% Commercial Multi Family 18°I° 22% Figure 3.2 Water Consumption Percentage by Customer Class (2004 to 2009) Water System Plan Update City of Renton As shown in Figure 3.2, single-family residential customers made up 79 percent of total system connections, but only consumed 35 percent of total retail water sales_ The multi- family residential customer class accounted for 10 percent of system connections and 22 percent of water use. Commercial users account for 6 percent of all system connections and use 18 percent of all water consumed. Industrial customers account for less than one percent of system connections and two percent of water use_ While only four percent of the total number of accounts, irrigation use accounted for 13 percent of total water used. Wholesale water to Skyway, SPU water to Boeing, and water consumption at the King County WWTP site accounted for roughly eight percent of the City's consumption. Figure 3.3 presents the total water consumed by customer class from 2004 to 2009. Other authorized demands and unaccounted-for water are discussed in Sections 3.4 and 3.5. 3.2.4 Average Day, Maximum Day, and Peak Hour Demands The City's production data, which accounts for all water demand, was used to calculate the ADD and MDD for each year from 2004 to 2009 (Table 3.6). 3.2.4.1 Average Day Demand The ADD is calculated by dividing the total water produced and purchased by the number of days per year (2004 and 2008 were leap years and include 366 days per year)_ These values for the years 2004 to 2009 are presented in Table 3.6. As shown in this table, the ADD fluctuated between 7.41 mgd in 2005 to 8.12 mgd in 2008. 3.2.4.2 Maximum Day Demand Identifying the MDD is critical for establishing system supply capability, pump station discharge rates, reservoir capacity, and pump sizes. Historical values of MDD are equivalent to the highest production and purchase in one day in a given year, and are usually during the summer when irrigation is occurring. Table 3.6 presents these historical values. Similar to the ADD, the MDD from 2004 through 2009 fluctuated between 12.75 mgd in 2008 to 15.27 mgd in 2006. In order to develop future MDD projections, the historical MDD to ADD peaking factor is used. As with the MDD, the peaking factor fluctuates each year. As shown in Table 3.6, the MDD to ADD peaking factor fluctuated between 1.79 in 2008 and 1.95 in 2009. The average MDD peaking factor of 1.83 shown is used in this plan to project the future MDD. 3.2.4.3 Peak Hour Demand The Peak Hour Demand (PHD) is the highest water demand during any one-hour period of the year, and can be expressed as a multiplier applied to the ADD and/or as a multiplier applied to the MDD. February 10, 2012 - DRAFT 3-9 pw:llCarol lolDocu men tslC lie n tlWAlRen tonfB595A001De fi u erableslCh_03 E 2 C) E kk 0-0 CIL � � E km CL ƒ Q_{ : k o m / � 2 � . Z \ � CN } LI § � 3 CD § i . ^ } � a) m c ILL § / \ \ \ & 2 � 2 & � § � t = ƒ . co f ILL / t 3 � % # o = m c o @ & & 6 6 6 ƒ (pBw) pawnsuoojaji Table 3.6 Historical Average and Maximum Day Demand Annual Average Day Max. Day Date of Max. Day/Avg. Production Demand Demand Max. Day Day Peaking Year (ccf) (mgd) (mgd) Demand Factor 2004 3,800,274 7.77 14.25 7123/04 1.83 2005 3,617,002 7.41 13.02 8/12/05 1.76 2006 3,949,575 8.09 15.27 7124/06 1.89 2007 3,959,812 8.12 14.75 7111/07 1.82 2008 3,653,382 7.47 12.75 8116/08 1.71 2009 3,707,785 7.60 14.81 7129/09 1.95 Average 3,781,305 7.74 14.14 - 1.83 SCADA data from July/August 2009 was used to develop representative diurnal variations in water demand for the City's five water system operational areas during high demand conditions. The diurnal patterns, when applied to the MDD, yield a PHD for each operational area. More information related to the development of the operational area diurnal patterns and the PHD to MDD peaking factors is provided in Chapter 7. 3.2.5 Seasonal Variation in Consumption by Customer Class In order to better assess the City's water use, an analysis was also performed on seasonal water use. Figure 3.4 depicts the variation in historical average monthly water consumption from 2004 to 2009_ Figure 3.5 shows the variation of water use for each customer class throughout the year, which is based on the average monthly water use from 2004 through 2009. Note that many of the City's customers are billed on a bimonthly basis. Therefore, the City's consumption records for these customers are based on bimonthly readings. This accounts for the fluctuations in water consumption for customer classes with consistent water consumption throughout the year, such as commercial customers, on Figure 3.5. Based on water use patterns shown in Figure 3.5, summer was defined to be May through October and winter to be November through April. The average summer and winter consumption by customer class for 2004 to 2009 is shown in Table 3.7. These values can be used to project future water demand by season. For residential customers, the winter demand value is an indicator of base indoor use, and the summer demand value shows increased seasonal outdoor use. February 10, 2012 - DRAFT 3-11 pw,f/CarollofNeumentslCiienUWNRenton18595AQ01Deliverables/Ch_03 .� co g k Sok -4 E*-p -0 / Q >§�bf o n U Q ; \ § § / �{ CD ECD W �a o $LL q � \- � ��o ) < ƒ / kk E � @ f k CD/ CD < & § s § I ¢ m � $ L § e o / o m I # m (Bm)uq wn uoo� mM ) < ƒ 3.5 :a as E 3.0 0 CL t- 2.5 6. a� 2.0 c D EL 1.5 E y D 1.0 L) r c 0.5 D 2 5,000 m 4,500 CL 4,000 as 3,500 c = 3,000 0 0 EL 2,500 E .� CL 2,000 0 L) 1,500 0 1,000 2 500 0 Average Consumption per Customer Type (2004 - 2009) --*—Single Family Multi Family —*--Commercial —industrial --*—Government Irrigation Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Month Average Consumption per Account (2004 - 2009) --*—Single Family +Multi Family —*—Commercial ---*—Industrial —Government Irrigation Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Month Figure 3.5 Average Seasonal Consumption by Customer Class (2004 to 2009) Water System Plan Update City of Renton Table 3.7 Seasonal Consumption by Customer Type 2004 - 2009 Average Winter Average Summer Summer/ Consumption' Consumption Winter (mgd) (gpd/account) (mgd) (gpd/account) Customer Class Ratio Residential Single-family 1.87 145 2.54 197 1.36 Multi -family 1.41 911 1.46 946 1.04 Non-residential Commercial 1.09 1,043 1.23 1,182 1.13 Industrial 0.10 1,370 0.14 1,951 1.42 Government 0.10 1,226 0.15 1,743 1.42 Irrigation 0.11 169 1.54 2,344 13.8 Other Skyway Wholesale 0.14 -- 0.18 -- 1.27 SPU to Boeing 0.10 -- 0.10 -- 1.05 King County WWTP 0.21 -- 0.18 -- 0.87 Other Authorized 0.02 -- 0.06 -- 2.56 Total 5.15 -- 7.58 -- 1.47 Notes: 1 _ Average winter water consumption is from November through April. Total does not include unaccounted for water. 2. Average summer consumption is from May through October. Total does not include unaccounted for water. 3.3 EQUIVALENT RESIDENTIAL UNITS The demand of each customer class can be expressed in terms of ERUs for forecasting and planning purposes. One ERU is defined as the average quantity of water consumed by one average, full-time, single-family residence per day, and is calculated by dividing the average annual consumption of the single-family residential classification by the average number of single-family residential accounts for a given year. The quantity of water used by other customer classes, and by the whole system, can be expressed in terms of equivalent ERUs. The consumption per account for other customer classes is determined by dividing the average annual consumption per customer class by the number of accounts for that customer class. The ERU calculation does not include non - revenue water or distribution leakage. Table 3.8 provides the historical annual average water consumption by customer classification used to determine the ERU planning value. The historical data in Table 3.8 show an ERU water use that ranged from 164 to 176 gpd per single-family residential February 10, 2012 - DRAFT 3-14 pw.liCarollotDocarnentslClienlMlNRentoni8595AOOIDeliverableslCh_C3 account for 2004 to 2009, with an average water use of 171 gpd. This is equivalent to saying that an average family in the City of Renton uses 171 gpd. Table 3.9 summarizes the historical number of ERUs by customer class for 2004 through 2009. The number of ERUs was calculated by multiplying average number of ERUs per account from 2004 through 2009 (provided in Table 3.8) by the historical number of accounts. The number of ERUs in 2009 totaled 35,490. 3.4 OTHER AUTHORIZED CONSUMPTION In addition to service connection meters, the City tracks authorized water use for other revenue and non -revenue demands. The City's other authorized revenue consumption is mainly comprised of revenue water sold to contractors, which is measured by hydrant meters checked out to the contractor. Authorized non -revenue water use includes metered water use read on fire service detector meters. These other authorized uses are reported as "Miscellaneous" consumption in the City's billing data. 3.5 UNACCOUNTED-FOR (NATER Unaccounted-for water is defined as the difference between the total quantity of water produced/purchased from the City's supply sources and the authorized consumption. The DOH defines this water as "Distribution System Leakage." The City prefers to use the term "Unaccounted-for water" to reflect the fact that the discrepancy between water produced/purchased and authorized consumption may include losses other than those due to leakage, such as meter inaccuracy, water theft, and untracked authorized water use. By subtracting the total authorized water use from the total water produced or purchased, the unaccounted-for water is determined. The historical authorized use versus unaccounted-for water for 2004 to 2009 is presented in Table 3.10 and shown on Figure 3.6. The data shows an average quantity of unaccounted-for water of 17.8 percent from 2004 to 2009. The previous Water System Plan calculated a lower value of 14.4 percent between 1998 and 2003. In addition, the previous Water System Plan noted a downward trend in unaccounted-for water from 1998 to 2003. The City anticipates that much of its unaccounted-for water may come from meters that are stuck or calibrated incorrectly, incorrect meter reads, and errors in the billing system. The City reports occasionally having a long delay in accounting for new water customers in their billing data. Beginning in 2011, the City plans to deploy an automated meter reading (AMR) system over a period of five years. The AMR will improve the accuracy of the comparison of production to consumption and better detect stuck meters, meter tampering and water theft. February 10, 2012 - DRAFT 3-15 px)ICan3lb/Dmuments/Client/WAlRenton1B595AD01Deliverahles/Ch_03 February 10, 2012 - DRAFT 3-16 pw:llCaroliolDocu mentslClien VWAIRenton18595AC01aeliverableslCh_03 C r a is am co ++ V U-) a) m ra N w q1t r N M CV •L � r r r r r r L a c +r as c v(Q Lo a) N o) uo C > CL cm L Y m Y cc 0 r- 0 m U O co r- N m w 1� 41 •� NCL E C a Z 'a ate.• c V V t4 d O m r- O) AT o to E _ L C a r r r r r t CL E rO w 5 �' *^r O t0? c U ca +r E v 4- _ m _ Cp N 'tt O 3 ' Lo Nr N E v 0 F+ m OS OS CD 0) CD 01L6 Z iJ CL CL N aE� a' CL a aa C o v a m �a CL E � c N a`r E o R7 r E Q Ni4 � .... I I CD C .0 7 v U •L. a Q fA O � U 0 r 0 0 0 0 o C) U a O c sn Z) - `r CO N N N N N N � N D W C -i a a N °' 6�a 6 cc Uj H Z N February 10, 2012 - DRAFT 3-16 pw:llCaroliolDocu mentslClien VWAIRenton18595AC01aeliverableslCh_03 Table 3.9 Historical Number of ERUs by Customer Class Historical Unaccounted-for Water Residential ERUs' Non-residential ERUs' Year Single-family Multi -family Commercial Industrial Government Irrigation Total 2004 12,220 8,303 6,422 718 699 4,476 32,838 2005 12,567 8,336 6,577 718 699 4,661 33,559 2006 12,855 8,341 6,636 718 708 4,780 34,038 2007 13,113 8,363 6,785 718 725 4,913 34,617 2008 13,220 8,390 7,011 718 769 5,106 35,214 2009 13,260 8,422 7,076 718 804 5,210 35,490 Notes: 1. Number of ERUs is calculated by multiplying the average number of ERUs per account as provided in Table 3.8 by the historical number of accounts. Calculation does not include unaccounted-for water, wholesale water, SPU water to Boeing, King County WVVfP consumption, or other authorized water uses. Table 3.10 Historical Unaccounted-for Water Total Produced/ Authorized Unaccounted- Unaccounted - Purchased Consumption for Water for Water Year (MG) (MG) (MG) (%) 2004 2,843 2,394 449 15.8% 2005 2,706 2,277 428 15.8% 2006 2,954 2,416 538 18.2% 2007 2,962 2,365 597 20.2% 2008 2,733 2,196 537 19.7% 2009 2,774 2,296 478 17.2% Average 2,829 2,324 505 17.8% February 10, 2012 - DRAFT 3-17 pw,llCarolloOmuments/ClienUWA+Renton18595A001DeliverableslCh_03 c O CU 0 g- W L O n �Z � COV i0 w C C ca �e; 7 Q ' L ` ` W f o a a .-0 � LL.0o;, c LZV)U Q U y _ _- 0 c Z) H o N ,Q 0 - CD O N 10 CO Q O N +13 O a N O O N O Q Q O O O O O O O O co ti O LO I;r co N r O (pBw) uoi;dwnsuoo aoleM Other authorized non -revenue water use that is not currently tracked by the City may also contribute to the quantity of unaccounted-for water. Water used for street cleaning, pipe flushing, and reservoir maintenance are all types of authorized non -revenue water use that may not be currently tracked by the City. In accordance with Washington State requirements for systems with unaccounted-for water (or "distribution system leakage") in excess of ten percent, the City prepared a Water Loss Control Action Plan (WLCAP). According to the WLCAP, the City's current billing system was installed in 2004. Installation of the new software coincided with a significant increase from the downward trend in the calculated unaccounted-for water noted in the previous Water System Plan. An audit of the current system has not been performed. For this reason, it is not clear if the increase in unaccounted-for water is due to errors that existed in the previous billing system (that contributed to underreporting), or are now occurring with the new system. Five activities or areas of focus were identified in the WLCAP to address apparent and real distribution system losses within the City's system. These include: • Revised reporting of authorized uses. • Metering for fire training activities and estimates of water use for fire fighting. • Water audit of Renton Park's irrigation meters. • Audit of utility billing system. • Radio -read program for small customer meters. What is not known is the potential percent reduction in unaccounted-for water that could be achieved through implementation of activities associated with the five areas of focus identified in the City's WLCAP. For planning purposes, it is prudent to assume the average unaccounted-for water from 2004 to 2009 of 97.8 percent when developing future water demand projections. Ultimately, however, the City's goal is to reduce the amount of unaccounted-for water in the system to ten percent or less, as discussed in Chapter 4- 3.6 ZONING DESIGNATIONS Zoning designations and regulations provide important information in determining future water requirements. Zoning determines the area available for various types of development including both single-family and multi -family residential development, as well as commercial and other types of uses. Figure 3.7 shows the existing zoning designations for the RWSA. Zoning designations are governed by the City's Comprehensive Plan. The population, household, and employment projections developed as part of this plan were coordinated with the City's zoning designations for vacant parcels within the RWSA. The increase in the number of households and employees for each vacant parcel was February 10, 2012 - DRAFT 3-19 pw,RCaro160ocumen tsl ienVWAIRerton18595A000eliverables1Ch_03 determined using planning assumptions presented in the City's Buildable Lands Database according to the parcel's zoning designation. The total increase in households and employees was then summarized by pressure zone to calculate the "growth cap" for each pressure zone (i.e., the total number of households or employees than can be accommodated in each pressure zone). The projected PSRC growth rates were then applied to each pressure zone for households, employees, and population to determine the year in which each pressure zone is projected to build out (i.e., when the PSRC growth projection reaches the calculated growth cap). The Regional Urban Center and Sunset Planned Action area were considered separately based on information presented in their respective EISs. 3.7 PROJECTED NUMBER OF CONNECTIONS Future demand is directly related to projected growth in the RWSA. Growth projections for population, households, and employment were developed by pressure zone as summarized in Section 3.1.2. The population, household, and employment projections were converted into percentage growth rates for each pressure zone relative to the 2010 population, household, and employment values developed by the PSRC. Detailed tables with the overall growth rate in population, households, and employment by year for each pressure zone are included in Appendix I. The future number of connections per pressure zone were determined by multiplying the accounts in 2010 by the derived growth rates per zone. Residential accounts were multiplied by the total household growth rates. Commercial, industrial, and irrigation accounts were multiplied by the employment growth rates. The government accounts were projected using the total population growth rates. Table 3.11 summarizes the projected average annual growth rates by customer type through 2071. February 10, 2012 - DRAFT 3-20 pwJlCarollolDocumentslClienUWARenton18595A001Deliverablesf Ch_03 Ie4aLJyleryawwu� i(1-W8) uegJly Apwed-!IINW leiluapisaa (L-a) OVfR❑ L - lepuaplsaa 1 ei ua !sa aal e!aJaww❑(l-W�l) leuo4ipeJl Allwej-111nW pluaplsaa `" - i2j6�. 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As shown in this table, the total number of City accounts is projected to increase from 16,800 in 2010 to 25,011 by year 2071 _ The projected number of accounts per customer class and pressure zones is included in Appendix I. Table 3.12 Projected Connections by Customer Type Residential Connections Non-residential Connections Year Single-family Multi -family Commercial Industrial Government Irrigation Total 2011 13439 1,576 1,122 76 93 727 17,032 2012 13,601 1,594 1,151 78 94 748 17,266 2013 13,762 1,613 1,180 80 94 770 17,499 2014 13,924 1,632 1,206 82 95 789 17,728 2015 14,086 1,650 1,231 84 96 808 17,955 2016 14,253 1,670 1,253 85 97 823 18,181 2017 14,420 1,690 1,275 86 98 839 18,407 2021 15,089 1,768 1,361 91 101 902 19,312 2031 16,668 1,956 1,582 104 110 1,055 21,474 2041 17,388 2,065 1,833 127 116 1,174 22,703 2051 17,890 2,144 1,951 138 122 1,234 23,479 2061 18,392 2,222 2,069 150 128 1,293 24,254 2071 18,880 2,297 2,187 162 133 1,353 25,011 3.8 PROJECTED WATER DEMAND AND ERUs Projecting future water demand is one of the key elements of the water system planning process. Identification of system improvements such as supply, pumping, storage, and piping requirements are all related to demand projections. Future water system demands are based on projected ERUs, which in turn are based on the projected number of accounts discussed earlier in Section 3.7. This section summarizes February 10, 2012 - DRAFT 3-22 pw:ll CarallaDocumentslClientlWNRenlon7B595AOCIWiiuerableslCh_03 the ERU, ADD, and MDD projections, as well as the potential range in future demands associated with various factors, such as variations in ERU values, unaccounted-for water, climate change, and water conservation. 3.8.1 Projected Equivalent Residential Units The projected number of ERUs for the RWSA was calculated by multiplying the projected number of accounts provided in Table 3.12 by the number of ERUs per account provided in Table 3.8. The total number of ERUs for each customer type for the selected planning years is presented in Table 3.13. Figure 3.8 provides a visual representation of the projected ERU growth rate. It should be noted that the projected ERUs do not include distribution leakage, miscellaneous water use, or wholesale customer demand. These additional demands are included in the projected demands, as described in Section 3.8.2. Table 3.13 Projected ERUs by Customer Type Residential Connections Non-residential Connections Year Single-family Multi -family Commercial Industrial Government Irrigation Total 2011 13,439 8,523 7,271 739 811 5,384 36,167 2012 13,601 8,624 7,458 758 818 5,545 36,804 2013 13,762 8,726 7,644 776 825 5,704 37,437 2014 13,924 8,827 7,814 794 832 5,847 38,038 2015 14,086 8,928 7,980 813 839 5,986 38,632 2016 14,253 9,034 8,120 824 847 6,102 39,180 2017 14,420 9,140 8,259 836 854 6,218 39,729 2021 15,089 9,564 8,819 883 885 6,683 41,922 2031 16,668 10,580 10,249 1,011 959 7,819 47,285 2041 17,388 11,170 11,880 1,232 1,011 8,699 51,381 2051 17,890 11,596 12,643 1,344 1,063 9,142 53,678 2061 18,392 12,022 13,406 1,457 1,115 9,584 55,976 2071 18,880 12,427 14,169 1,569 1,164 10,026 58,234 February 10, 2012 - DRAFT 3-23 pw:!lCarollo/DocurmoWDienUWAIRenton18595A001Deliverables/Ch_03 C) N to N Q: m LU 70 O. 0 O m m r v T lkf CD E�� U` N of Z 2 O U� - .. +; V] U LO 0 N O N L 1� r Cr7 O N N a N T 0 N r O O C) O O O O O O O N O C] O O O O O C O O O O O O O O Q O O O O smug leguappaH jualeninb3 jo jagwnN LU � .� U U 'C a� o o in 1 :s r� �o �a �L , Y V 3.8.2 Projected Average and Maximum Day Demands The projected average day demand for service connections was calculated by multiplying the projected ERUs in each pressure zone by the ERU value of 171 gpd. The service connection demands are added to the distribution leakage, miscellaneous water use, and wholesale water to project the total average day demand (Table 3.14), as described below: Wholesale and Large Water Users: The City has three customers that are considered large water users, consuming an average of roughly 100,000 gpd or more. These are the Boeing Plant, the King County WWTP, and the City's wholesale customer, Skyway. Wholesale Water to Skyway: Wholesale demands for Skyway are taken from the Skyway Water and Sewer District Comprehensive Plan - Water and Sewer Systems. Forecast demands were only available through 2022. Skyway wholesale water demands from 2031 through 2071 are assumed to be equal to the 2022 demands. King County WWTP and Boeing Plant: For the purposes of the future water demand projections, it was assumed that the King County WWTP and the Boeing Plant's water demand would not increase in the future. Based on consumption data provided by the City for these two users, there was a downward trend in water demand from these customers from 2004 to 2009. As previously noted, the Skyway Wholesale demands were projected from information presented in the Skyway Comprehensive Plan. Other Authorized Water Consumption: Other authorized water consumption fluctuated between 0.38 and 0.88 percent of the total City production between 2004 to 2009, with an average of 0.57 percent. The demand projections in Table 3.14 assume that other authorized water consumption will account for 0.57 percent of total City demand through 2071. However, tracking of this demand is anticipated to grow as the City improves tracking of other authorized uses - Unaccounted -for Water: Distribution system leakage fluctuated between 15.8 percent and 20.2 percent of the total City production between 2004 and 2009, with an average of 17.8 percent. The demand projections in Table 3.14 assume that unaccounted-for water will continue to account for roughly 17.8 percent of the total City demand through year 2071. Chapter 4 includes a discussion of the actions to be taken by the City to help meet the ten percent goal. The projected MDD is simply the projected ADD multiplied by the MDDIADD factor of 1.83. The projected IMDD for the Skyway Wholesale demand was based on the projections provided from the 2005 Skyway Comprehensive Plan. Table 3.14 summarizes the projected MDD_ Figure 3.9 provides a visual representation of the projected system -wide ADD and MDD. Average day and maximum day demand projections by pressure zone are included in Appendix I. February 10, 2012 - DRAFT 3-25 p w:11C a roli o1Do cu me n tsl Ci i en YWAI Re n to n 18 595A C Of De l are r ab Ie s IGh _ 03 Table 3.14 Projected Average and Maximum Day Demands Projected ADD'"4 Projected MDD5 Year (mgd) (mgd) Projected ERUs 2011 8.15 15.12 36,167 2012 8.29 15.39 36,804 2013 8.43 15.65 37,437 2014 8.56 15.91 38,038 2015 8.70 16.16 38,632 2016 8.82 16.39 39,180 2017 8.94 16.62 39,729 2021 9,43 17.55 41,922 2031 10.58 19.7 47,285 2041 11.44 21.27 51,381 2051 11.93 22.15 53,678 2061 12.41 23.02 55,976 2071 12.88 23.89 58,234 Notes: 1. ADD = Projected ERUs x 171 gpd/ERU + Skyway Wholesale + SPU Water to Boeing + King County WWTP Consumption + Other Authorized Consumption + Unaccounted-for Water. 2. Wholesale demand projections for Skyway from the 2005 Skyway Water and Sewer District Comprehensive Plan - Water and Sewer Systems_ 3. Other Authorized Consumption is estimated to be 0.57 percent of the total system demand. 4. Unaccounted-for Water is assumed to be 17.8 percent of total system demand. 5. MDD = 1.83 x ADD (Sk)TLay. maximum day to average day peakingfactor is 3.34). February 10, 2012 - DRAFT 3-26 pw:liCarollo/Documents/ClienifWA/Rentonl8595AODIDeliverables/Ch_03 E� 0 ❑ Q T n O O N 1 � 1 Qi � l.� la ~ - O I q C '� I N 1 =Y M C 0 C � _ _� M � C d > Q ❑ E4-- 4--N N (V O Gam? N 7+ aim r 0 N O N r co O N r N O N r 0 N T 0 n O lii O m Q w O N m N N T T (PBLU) puLwa❑ Jalem E� 0 ❑ Q Q Q � N O O O O d d 2 = 1 � 1 � l.� la - O I '� I N 1 =Y 3.8.3 Potential Range in Future Water Demand Numerous factors and assumptions affect the accuracy of projected future water demands. Recognizing that certain assumptions built into the demand projections presented in Section 3.1.12 will vary in the future, the projected water demands were bracketed to provide a range in demands that may be experienced in the future. The variables considered in the development of the range in demand projections include: Removing the Build -Out Cap: As described in Appendix 1, a development "cap" was applied to build -out conditions, which assumes that no redevelopment occurs beyond the two specific redevelopment areas identified by the City. A high growth scenario was evaluated to allow growth to continue beyond this cap, following the PSRC growth projections and assuming linear growth continues beyond 2040. This scenario therefore assumes additional redevelopment. Variation in Water Use per ERU: From 2004 to 2009, the historical water use per single-family residential connection (Le., the ERU) varied between 164 gpd and 178 gpd. To account for this variability, the low end and high-end water demand projections assume an average water use per ERU of 164 gpd and 178 gpd, respectively. Unaccounted-for Water: Unaccounted-for water varied between 15.8 percent and 20.2 percent of the total City production between 2004 and 2009. Additionally, the City could potentially reduce the amount of unaccounted-for water within the system in the future by addressing the five areas of focus listed in Section 3.5. The goal of the State of Washington's Water Use Efficiency Rule is 10 percent. For this reason, the low-end water demand projections assume an unaccounted-for water of 10 percent. The high-end water demand projections assume the historical average of 17.8 percent. Other Authorized Water Consumption: From 2004 through 2009, other authorized water consumption varied between 0.38 and 0.88 percent of the total water producedlpurchased by the City. For this reason, the low-end water demand projections assume that miscellaneous water consumption will account for 0.38 percent of the total demand, and the high-end demand projections assume that miscellaneous water consumption will account for 0.57 percent (historical average) of the total demand. Climate Change: The impacts of climate change could potentially impact the City's projected water demand. In 2009, the Water Supply Forum, which is a voluntary organization comprised of representatives from King, Pierce, and Snohomish counties, released its 2009 Regional Water Supply Outlook. This document serves as a comprehensive assessment of municipal water supply and demand in King, Pierce, and Snohomish Counties. Chapter 3 of the Regional Water Supply Outlook provides a narrative of the effect of climate change in Puget Sound Region. February 10, 2012 - DRAFT 3-28 pw:ll CarollolDocuments'CllenVVVAlRenton!&595ACOIDelnrerableslCh_03 In general, the Regional Supply Outlook asserts that climate change will likely lead to increased irrigation with an extended growing season and lead to increasing temperatures, seasonal shifts in precipitation, more evaporation, and increased frequency of drought events. Chapter 7 of the Regional Supply Outlook provided water demand forecasts for the area, which include the potential effects of climate change. Based on the information presented in this chapter, it is estimated that climate change could lead to an average increase in water demand of roughly 6 percent by year 2060. For the purposes of this study, it was assumed that the effect of climate change on the projected water demands would increase linearly to 6 percent through 2030, and remain constant at 6 percent through 2071. Based on the assumptions listed above, a potential range of future water demands was developed as shown on Figure 3.10 and summarized in Table 3.16. The range in demands is bracketed for both high end and low-end projections with and without the effect of climate change. As shown in Table 3.15, the projected 2071 ADD could range between 11.3 mgd and 13.8 mgd without climate change. Considering the effect of climate change, the 2071 ADD could range between 11.3 mgd and 15.1 mgd_ The projected 2071 MDD could range between 21.0 mgd and 27.9 mgd without the effect of climate change, and 22.2 mgd to 29.6 mgd considering the effect of climate change. The "base" demand projections shown on Figure 3.10 and summarized in Table 3.15 are identical to the demand projections summarized in Section 3.8.2, and assume the average water use per ERU, unaccounted- for water, and other authorized water use from 2004 through 2009. It should be noted that the potential range in future demands shown on Figure 3.10 does not account for demand reductions associated with additional conservation measures by the City. These demands are introduced in Section 3.8.4 and summarized in Chapter 4. 3.8.4 Projected Range of Demands with Additional Conservation The City has developed goals related to its WUE program. Implementation of the measures identified by the City could lead to reductions in the City's projected water demands in the future. More detailed information regarding the City's WUE program, as well as the established goals of the program, is included in Chapter 4. Water demand projections considering the effect of water conservation are also included in Chapter 4. February 10, 2012 - DRAFT 3-29 pw:llCarollolDocumentslClienVWAIRentonl8595A001DeliverableslCh_03 L t � c T e � Uq a N r 1 E C Q 4 L t � c c 0 C 0 0 t � G ti o L� E� V N.� N O t 3, L L LL d U O V3a. 9 C � mLI L G U. T D LO t t C) N 4 p � 4 t 4 4 E m rn C (0 _ L � 1 .� 1 1 � U ay r C ,a v � � OU H 1 N _ 2 1�/ U � 3 E a) ❑ U � � o m V N [4 CY Nq 4D ,n ca as a � I [ 1 I t N ¢� O � N � U ay m c U U LD 3 E O T D U N p Q p 3 a v ❑ `o a) n m p 2 m = p T � ' O I I D O Lf) a LO a LO a N [^7 N N r r (p6w) puewea POIOGroad L t � c e � Uq r 1 E C L t � c c � t � G ti t L L 9 C � L G D C t t 4 p � 4 t 4 4 E 1 .� 1 1 � ,a v � H 1 2 1�/ February 14, 2012 - DRAFT 3-31 pw:I)CaralWDocuments+ClienVWA/Renton/6595A001Deliverables/Ch_03 v ._ r a r- 07 Q3 N O m 0) a7 a LC) (D co (D r- r- r- M v (D M M o C C la r r r r r r r r N N N N N C @ O 'C m t C C a) m co co EC 0) 4) r r�- O M LO 00 OD N r N V m EE -6 m LO 0 U) (Q W Cb (D r� 0 CV c� v L6 a) � W Em r r r r r r r r N N N N N mm cc.- E o N E U o QW) �- +L+mCD Ln m o m 0 1, (D � v� N O Oo D p 0 . Cl) mm v v '4t It LO ti CD O r N c o 00 J (Q a r r r r r r r r r N N N coCQ L Q C) E II II t ti O m (D o N m ti Lf] O Ln 47 C D Lf') p C O fU E • c C Ln (D (D Cp CD !� OO r m LLQ LD ti CL EI D U _= m r r r r r r r �- N N N N N E C EZ3 (.? 0 D V c D QU E 0 v i.+ W+ M N r 0) N v (D (D r• m r O d) 3 L D ti Ln rn Ln Ln (D (fl CD 1, D] , (N M cr)-N c D Vm r r r r r r r r r N N N N 3 D CLCN 0 N 0 `m p 3m Im In r- o N v, m 14,m ti It N o 3 Q) C 4w p c ri C-)ri v Lj] r` oo rn or W c J ld r r r r r� r r r r r r N N V U (t) _ O U o D C N co E ro E N E m � v � v t LC) r- 00 c) N m Ln N W N r r(. j Uw- �_ Co O- 00 CO 00 CO r r r W E Ui co 'D O 0) U m U CL LU CD D E M N N m to CD r- m O (D D) D? Lo N ti � � a0 T cp E m 0li coOp 00 00 O r r r O � E 0 O � r- Cc = C C 14 V O O IT Ln Q O E M v Lo r- 00 O} v uj d CD E C O O J t: Dd O} a r c -0 c Q'a Q Q 0-0 U C E (b 0 N 7 O L d Q) E C W S O) 0) C y O Ln (O CD O r M v O Lo r- LLQ M r f0 D U O @ _� r o LCL _ a_ C m DD 00 OD 4] p3 O� 6j C] r r r nj r (7 r r LC) r � 0- 9 to Q > D D ftS O C O O N ai ) N (DO > o D o N [} m(Do� r m v (O 1- 00 m v m 4? Z, ao c E N Z3_C v c a/ .� Q m 00 00 a0 00 00 00 06 T r O & r N O U r r MIr a) Fu roll IL =3 tea) D� i� .r C: U) m c co E� p ca }s }i — U D p Zi7 r m v In (o r- oD M ra o o rtt 0 (3) 0 ra W u) D L .o + v) J R r� f` aD Qi o t o, D CL Ix a a Z- -0 n mw D D ru C r in m O CL O C to m L r N m v Ln (D 1` r r r r r r U }s c] N m L U N E IB Q) t4 Q r Q r 0 r 0 r 0 r 0 r o r o N C) Cf) 0 v 0 L() 0 (D 4 f• 0 C13 O C [D C C N U N N N N N N N N N N N N N a J z m :3 2 •E O Z r 111 C) February 14, 2012 - DRAFT 3-31 pw:I)CaralWDocuments+ClienVWA/Renton/6595A001Deliverables/Ch_03 Chapter 4 WATER USE EFFICIENCY AND CONSERVATION PLAN This chapter presents the City's Conservation and Water Use Efficiency Plan for the next six years. During this period, the City will join the Saving Water Partnership, which will expand the breadth and depth of the City's conservation activities. In 2003, the Washington State Legislature passed the Engrossed Second Substitute House Bill 1338, known as the Municipal Water Law or the Water Use Efficiency (WUE) rule, to address the increasing demand on Washington's water resources. This law established that all municipal water suppliers (MWS) must use water more efficiently in exchange for water right certainty and flexibility to help them meet future demand. The WUE program, which became effective on January 22, 2007, emphasizes the importance of measuring water use and evaluating the effectiveness of the water supplier's WUE program. The intent is to minimize water withdrawals and water use by implementing water saving activities and adopting policies, resolutions, ordinances, or bylaws. This chapter follows the guidelines set forth in the Water Use Efficiency Guide Book, Third Edition, January, 2011 as well as the Water System Planning Handbook (April 1997). The WUE Guide replaces the Conservation Planning Requirements, March 1994. The following four fundamental elements in the WUE program are discussed in detail below: Planning requirements. 2. Distribution leakage standard. 3. Metering requirements. 4. Conservation planning and goal setting. 4.1 PLANNING REQUIREMENTS A municipal water system plan is required to include the following WUE elements: Data collection. Demand forecast. 4.1.1 Data Collection The WUE rule requires the collection of production and consumption data on a regular basis. These are utilized in this planning document to forecast future demand, describe water supply characteristics, to aid in water management decision making, to calculate distribution system leakage (DSL), evaluate the WUE program, and be submitted to the state in the annual WUE report. Data is summarized as monthly and annual totals for both February 10, 2012 - DRAFT 4-1 pw:fiCarollolDocumenWCAienVVVAVRenton18595Aa01Deliverables/Chapter 41ChUdacx production and consumption, Table 4.1 details the types of water production and consumption data collected. Table 4.1 Categories of Data Collection Water Volume Entering Distribution System Water Produced (from Renton wells and spring) Water Purchased (from City of Seattle) Authorized Water Consumption - Metered Single-family and Single-family Irrigation Multi -family and Multi -family Irrigation Industrial/Commercial/institutional Industrial/Commercial/institutional Irrigation Combined Class Irrigation Renton Maintenance Use Agriculture Interties Wholesale Authorized Water Consumption - Non -metered Fire Fighting Tank/Reservoir Cleaning 4.1.2 Demand Forecast Demand forecasting identifies how much water will be needed in the future. The demand forecast projects demand with and without savings obtained from the WUE program conservation measures. The forecast assumes an average annual reduction in water use by 0.5 percent per connection and per employee per year through 2020. The forecasted demands were developed using demographic projections from the PSRC and the City's Planning Department including housing and population forecasts, as well as land use plans. The details of the demand forecast for the Plan can be found in Chapter 3, Planning Data and Water Demand Forecasts. 4.2 DISTRIBUTION SYSTEM LEAKAGE Municipal water suppliers must now meet a 10 percent or less DSI- to comply with the WUE standard. Leakage is to be presented both as a percentage and as leakage volume, and based on a rolling three-year average. Renton collects system production and consumption data using its source, intertie, purchase, and service water meters. Data is summarized as monthly and annual totals for both production and consumption. February 10, 2012 - DRAFT 4-2 pw:!ICarollcdDocumenWQient7WAlRentcn18595AOOfDeliverables/Chapter 4fCh64.docx The WUE requirements establish a 10 percent or less DSL standard based on a 3 -year rolling average. Table 4.2 utilizes collected data to determine distribution system leakage for the data period 1988 to 2010_ Annual DSL is calculated in both percentage and volume. The graph of the rolling 3 -year average, Figure 4.1, shows that the DSL is on a downward trend. Because Renton's DSL exceeds 10 percent, a "Water Loss Control Action Plan" was developed. Implementation began in 2008. The Plan can be found in Appendix P_ Implementation of this plan establishes compliance with the WUE rule. Table 4.2 Distribution System Losses (DSL) Year Volume (cf) % Rolling 3 -Year Average 1988 156,433,666 33.87 1989 78,414,210 20.80 1990 73,673,971 19.74 24.80 1991 72,448,198 19.74 20.09 1992 74,679,859 20.43 19.97 1993 52, 878,194 16.79 18.99 1994 48,138,404 14.52 17.25 1995 45,496, 057 13.73 15.01 1996 57,025, 507 16.36 14.87 1997 60,243,147 17.06 15.72 1998 63, 537, 739 17.15 16.86 1999 62,292,290 16.61 16.94 2000 51, 907,191 13.80 15.85 2001 48,187,848 13.52 14.64 2002 47,294,486 13.14 13.49 2003 45,520,172 12.10 12.92 2004 59,898,975 15.76 13.67 2006 67,070,031 17.19 15.82 2005 51,673,104 14.50 14.12 2007 74,727,111 19.13 16.94 2008 68,045,881 18.82 18.38 2009 63, 201, 999 17.08 18.34 2010 49,293,265 14.84 16.91 February 10, 2012 - DRAFT 4-3 pw:llCarollolDocumentslClienUWA/Rentonl$595AOa1DeliverableslChapter 41Ch44.docx I i O AA'' • ' DOa o E � � w 0 CD Ln M� ,, C) J N (%� to O N Cp O _ O N m 0 i o I � I E a N ri o I Q C:) i (7 N m M m H co m I Q1 r -I I. n 61 I I I LD m i I m H ji I Ln m m H m d'1 r -I m m C3) H N 6't d'1 r -I I I � 4l I 61 � Q Ql Ql i-1 M N N -A r -I IUBDJad 4.3 METERING As required by the Municipal Water Law, all Renton's sources of supply, as well as interties and purchases, are metered with production meters. Renton also provides service metering for its customers_ Customer consumption meters are categorized either as large (3 -inches or greater) or small (smaller than 3 -inches). Renton is in full compliance with the WUE metering requirements. All large service meters are tested annually and repaired as needed. Small service meters are repaired or replaced on an as -needed basis. Renton is in the process of implementation of an AMR program. One benefit of the AMR program will be to provide more time for operations and maintenance staff to perform maintenance on small, as well as large meters, on a more regular schedule. This should contribute to lowering of DSL. 4.4 CONSERVATION PLANNING Fundamental to developing a successful WUE and Conservation Plan, is an understanding of how, where and when water is used. This knowledge helps to see where savings and efficiencies could be made. Renton has a total of 17, 395 connections (2010), dominated by domestic connections as shown in Table 4.3. Likewise, Figure 4.2 indicates that domestic single- and multi -family consumption is the dominate use. Despite the fact that the combined domestic use of single and multi -family connections consumes the greatest percentage of water produced, the Commercial and Industrial sector with only 6.8 percent of connections, accounts for 25 percent of overall consumption. Both of these sectors have potential efficiency and conservation savings. Table 4.3 Connections by Customer Category — 2410 Single- Multi-familyCommercial Government Irrigation Total family & Industrial & Schools 13,257 1,551 1,185 693 709 17,395 76.2% 8.9% 6.8% 4.0%4.1% 100% Monthly consumption is presented in Figure 4.3. Summer irrigation season generally begins in May and extends through September_ The peak irrigation months of July and August 2010, experienced a 63 percent increase in average daily water consumption; this is typical. This shows that the irrigation and general outdoor summer use also have potential efficiency and conservation savings. February 10, 2012 - DRAFT 4-5 pw:IfCarello/DocumentslClienUWA/Renion;B595AODIDeliverableVChapter 4004-doex E 00:) Ci L) CL ƒ v} _&©%08 k 2 � U) 2 Q a 2Jd : \ / J LLu LL \ [ f » I 2 ■ ■ ■ ■ ■ ■ » } � _2 k + � � f'4 � 2 0 k �ld Q 0 c Q N O O Ch w LLQ m m It Lc) N h N L) (} U) cD O O N ti O ti cl) O O F- ti cD m D) O N m V LO O ^ _ (� r W Cn r -r MM 0 O O O M r ,— � Cti M Cry I- O r cD 0 L O r r r r N Cry (+7 N r r r � V� C IL cV O CO)°' 15 M t! EL L �a EOf y +. s— O J LL 7,.= c U Q (Us, E o f E U) f O Dec]LL nO N PO daS Bna in r r unr D ,Bevy AV se W ue r oac] a G_ O O coo N C? o O 0 G O d G, G 2� O h O N cv N N N N N ry JW - uoilanpO-ld 4.4.1 Historic Conservation Program Renton's water conservation programming began with the passage of the Water Use Efficiency Act of 1989, which required all public water systems to have a conservation program by 1996. In 1989, the initiation of a leak detection and repair program resulted in a noticeable drop in volume of unaccounted-for water. Since 1990, conservation programming has included, school outreach, a speakers' bureau, fairs and promotion of regional programs. The addition of the 12 -month water consumption history on water bills was started in 1992. Since 1994, the City of Renton has employed increasingly complex tiered water pricing rates to encourage conservation_ Table 4.4 provides a summary of past and current conservation efforts. Those measures with an 'H' in the implementation column are historical measures and have been being implemented since before 2006. Current measures are indicated with a 'C', these have been in effect during the last six years_ Measures that will be carried forward through the next six years are indicated with a 'P'. 4.4.1.1 Consumption History The single-family residential average monthly water use per connection from 1988 through 2010 is presented in Figure 4.4. During this period, single-family consumption per connection has decreased by approximately 25 percent. Over the most recent planning period of 2004 through 2010, single-family usage has decreased by an average of 26 gpd, representing a 14 percent decrease. Overall, annual consumption per connection during this period decreased by 30 percent (Figures 5.5 and 5.6). There have been a variety of events and influences that have affected this downturn. The significant decline in water use in 1993 is in large part attributable to the drought that occurred in 1992 to 1993 and major regional education efforts. Water use following 1993 never returned to the same levels as were experienced prior to the drought_ The change in the City's rate structure (with inverted rate blocks) also occurred in 1994, and is believed to have impacted water use. In 2009, the City again instituted a more aggressive inverted rate block structure for single-family and duplex customers, as well as changes to the multi -family and irrigation rates. Overall rate increases in subsequent years have also sent a conservation message and impacted consumption_ Although, many factors contribute to the amount of water consumed, a consistent decline in water use over time is an indication that water conservation measures and education are having a long-term impact. February 10, 2012 - DRAFT 4-8 pwl'CarolloflaocumenWrlienUWA/Rentonl8595A001DeliverabieslChapter 410hN.dou C> Q O N M 0 0 N N Q Q Ln o LO 0 m 0 N N r Aep Aad uoi;aauuoo iad suolleE) 00 co 03 r C a o m T i Q 0 I N 'E 0 0 ti 0 0 C � N a m O O N in 0 0 N C> Q O N M 0 0 N N Q Q Ln o LO 0 m 0 N N r Aep Aad uoi;aauuoo iad suolleE) 00 co 03 r C a o m = m C o o m a v 'E LL 9 LL y, C � a v � o Q i j a o E c O d CD19c, E vA O ° o`' 9 DO E E '90 i I 9 � °z 00 E, �o ° k 06° 0s °61 0" I 0 s�� 09 j 0� loo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a a 0 0 0 0 0 0 0 0 0 C o 0 0 0 a 0 o 0 0 0 V M N O C w Il- (D In co M M M M N N N N N loo `uoildwnsuoo jolol I 1 I a a N _ ! c E CD �o ouro U Cs V n a dV]U CD c CL _ N C N ��'•, o � N I LO O O N Q O N ai O II � N I O �I 0 N r O C) N O O � O _ N as I r I � i rn r 1 m I 6J r I I I 67 T" Ln CS? I � I I r Cf) O I rn r N CF) CD 6D r I CD � 67 r 07 cor co co m � M O rn O0 CD N N N N r r r joo `uoildwnsuoo Table 4.4 Renton Historical, Current and Proposed Water Conservation Measures Measure Description Savings Implementation' Production Metering Annually calibrate meters on all Supply Side H C P (M) sources Consumption All service connections are Supply Side H C P Metering (M) metered Pipe Leak Detection Leak detection and pipe Supply Side H C P and Repair (M) replacement Water Loss Control Systematic pipe and valve leak Action Plan (M) check, repair and replacement to Supply Side C P decrease DSL for WUE compliance Household Leak Available at City of Renton's Utility Detection and Office Demand Side H Prevention Kits Sprinkler Rain gauge Small yard gauge for measuring Demand Side H C rain and sprinkler Sink Aerator Free aerator reduces kitchen sink Demand Side C to 1.5 gpm Water Watch Hose attachment to measure Demand Side C volume of water Water Rates (M) Increasing block rate Demand Side H CP School Outreach Classroom and teacher association Demand Side H C P presentation Utility Bill Inserts Inclusion of conservation tips in Demand Side H C P utility bill mailing Public Presentations Presentation at fairs and Demand Side H C P workshops in the Renton area Water Bill History included with all customer Demand Side H C P Consumption History utility bills Public advertising through Advertising membership in Partnership for Demand Side H C P Water Conservation Natural Yard Care Coordinate presentations with Solid Demand Side H C P Workshops Waste Utility City Demonstration Garden Located at Renton City Hall Demand Side H C P WashWise washing Rebate Hardware replacement Demand Side C machine rebate incentive program Hose Gaskets Garden hose gaskets to stop leaks Demand Side C P Web Page Indoor, outdoor tips as well as links Demand Side C P and kids' page Notes: H = historically implemented measure; C = currently implemented measure; P = implementation of measure will continue into the future. February 10, 2012 - DRAFT 4-12 pw:llCarollelDocumenWClient(WNRentonl$595AOO1Deliverables/Chapter 41DO4.dou 4.4.2 Current Conservation Program 4.4.2.1 Municipal Water Law Current water conservation planning is governed by the Municipal Water Law (MWL) or Water Use Efficiency Rule. This rule stipulates the minimum number and type of efficiency measures that a conservation program must evaluate or implement As a municipal water supplier with more than 17,000 connections, Renton is required by the MWL to implement the five mandatory measures and either implement or evaluate the two others. These are shown in Table 4.5. It is also required to evaluate or implement nine measures of its choice. Table 4.5 WUE Mandatory Measures Must implement the following WUE measures: Status Install production (source) meters Implemented Install consumption (service) meters Implemented Perform meter calibration Implemented I ongoing Implement a water loss control action plan to Implemented / ongoing control leakage if exceeds 10% Educate customers about water efficiency at least Implemented /ongoing once per year Must evaluate or implement these WUE measures: Evaluate rates that encourage water demand Implemented efficiency Evaluate reclamation Implemented / reviewed* Renton's current conservation program was developed through a public process to support the City's WUE goals. The original objectives and goals, presented below, are being carried forward to this water system plan. It is hoped that this plan will develop the attitude and behavior of Renton residents to actively and instinctively conserve water. 4.4.2.1.1 WUE Objectives As part of the initial WUE compliance, Renton reviewed its water system and water usage and developed four objectives for its WUE plan: 1. Identify and reduce sources of distribution system leakage. 2. Ensure efficient water supply for continued growth within its service area. 3. Reduce peak day and peak season demands. 4. Continue the historical trend of reduction in customer water usage. February 10, 2012 - DRAFT 4-13 pw:llcarol€olDocumenWClienYWA/Renton18595AOOlDeliverabieslChapter 41Ch04,docn 4.4.2.1.2 WUE Goals To meet these objectives, measureable goals were defined: 1. Reduce distribution system leakage to ten percent or less by 2010. 2. Limit the peak day demand at 16.5 mgd or less through 2015. 3. Continue reduction of the average annual water use per customer connection by one- half percent per year. 4.4.2.2 Mandatory Measures Meters. Both production meters and consumption meters have been installed, with AMR underway, so those measures can be considered fully implemented. Meter calibration, the water loss control plan is ongoing and will be continued. Reclamation. A thorough evaluation of the usage potential for reclaimed water in the City was made in response to a Department of Ecology water resource policy initiative and the DDH Interim Conservation Guidelines of 1994. The study included a pilot project and long- range plan for developing a citywide distribution system that would use reclaimed water for a variety of uses. The title of the study is "City of Renton Conceptual Reuse Plan" (CDR File Code WTR-09-0009). Further, in 1995, King County, the City of Renton and the City of Seattle Water Department published a study titled "Water Reclamation and Reuse. A Feasibility Study for the King County Metropolitan Area". The study concluded that under most conditions, the present cost of reclaimed water service would be higher than the Seattle marginal cost for developing new potable supplies. A successful project would have to serve a reasonably large demand (at least one MGD) and be located adjacent to a source of secondary treated effluent_ The report noted that the King County Renton Effluent Transfer System (RETS) 96 -inch pipeline in the Duwamish Corridor already had twelve taps in place for reclamation and reuse. Therefore, site-specific reuse projects along the Duwamish Corridor were suggested as having the most potential to be cost-effective from "An Economic Analysis of the North Seattle Reclaimed Wafer Project." In 2011, the King County Wastewater Treatment Division began another engineering, environmental, and economic analysis of conceptual reclaimed water strategies. The City is working with King County to provide them with information for their study. Education. The mandatory requirement for annual customer water use efficiency education is met through the City's annual water quality report. This report includes annual consumer confidence report information, annual water use efficiency data as well as water conservation education advice. It is mailed to all households within the City's water service area. Other customer education measures are included in the selected measures below. February 10, 2012 - DRAFT 4-14 pw:llCarollolDocumenlslOienUVVNRen[on18595A001DeliverablesIChapler 4004.docx Rate Structure. The final mandatory measure, water rate structure, can be an important way of encouraging water conservation. A two-tiered inverted block rate pricing structure for single-family homes and duplexes was introduced in 1994. In 2009, Renton again evaluated and instituted changes to its rate structure. Changes included defined rates for more customer classes and also a more aggressive inverted rate block structure for single-family and duplex customers, as well as changes to the multi- family and irrigation rates. The previous and new rates for customer classes are shown in Table 4.6. Table 4.6 Changes in Customer Class Rates Previous Rate Structure New Rate Structure - 2012 (Cost per 100 cf) (Cost per 100 cf) Single-family 1 Duplex 2 -tier block rate 3 -tier block rate ($2.01 and $2.14) ($2.30, $3.09 and $3.90) Multi -family $2.01 $2.98 Non-residential $2.01 $3.16 Irrigation $2.01 $5.06 Irrigation (city accounts) $2.01 $2.27 4.4.3 Proposed Conservation Program Based on the number of connections, the WUE rule requires that, besides the mandatory measures, the City must evaluate or implement nine measures of its choice that support the proposed goals. Review of Table 4.4 shows that the City currently has nine measures beyond the mandatory ones that will be carried forward as part of the new plan. Renton's conservation strategy has historically been focused on the residential consumer, both indoor and outdoor. Continued savings attest to the success of the program. Most recently, emphasis has been on the reduction of summer peak usage and has been set as a WUE goal. The addition of the third tier and increased irrigation rates were instituted to help lower the peak consumption. 4.4.3.1 Selected Measures Water Bill Consumption History. Customer bills provide historical data to help educate customers of their usage patterns throughout the year and particularly see the impact of outdoor watering. With this information they can make informed choices related to conservation and water costs. All customers benefit from this information. School Outreach. Renton provides interactive educational experience for elementary grades through Family Science nights, Girl Scout camps and wherever requested. Targeted third grade classroom presentations will hopefully be able to be reinstated in the coming years. The City also partners with other purveyors through participation in the Partnership February 10, 2012 - DRAFT 4-15 pw:I/Carolb/DocumentslClienUWNRentcn)8595AOO1DeliverableslChapter 4004.docx for Water Conservation to produce and update educational materials to explain the groundwater story and promote conservation. Utility Bill Inserts. This avenue of communicating with the customer is a very effective means to deliver a focused message. Once or twice per year, conservation information is included with the utility bill. Messages are geared toward residential customers. Natural Yard Care Workshops. The Water Utility partners with the City's Solid Waste Department to educate customers about water efficient gardening, as well as reducing toxic chemicals in the yard and garden. Advertising and Public Outreach. Renton is a member of the regional Partnership for Water Conservation, the national Alliance for Water Efficiency, the US EPA WaterSense partnership, the Groundwater Foundation and beginning in 2012, the Saving Water Partnership. As such, the City supports their missions to promote water efficiency and conservation through local, regional, and national advertising. City Demonstration Garden. The City maintains a demonstration garden featuring low water and low maintenance plants at the 200 Mill Ave S building. The garden presents an educational viewing of well-established plants that thrive in low water and sloped conditions. WashWise Washing Machine Rebates. Since mid -2007, Renton has offered rebates to customers to replace less efficient clothes washers with ones that use less water and energy. Level of rebate depends on machine's level of water and energy savings. Through 2010, the Renton WashWise program has rebated 1,441 machines, which effects an average annual water savings of 11.2 million gallons from the use of these machines. Hose Gaskets. Replacement hose gaskets are offered at Renton River Days and other public events. Several hundred are distributed each year and continue to be popular. Savings are indeterminate but do contribute to summer peak reduction. Web Page. The Conservation web page provides information for indoor and outdoor savings as well as links to rebate and other resources. The Kids' page provides information for kids and teachers. Participation in the Saving Water Partnership will bring access to a broad set of online conservation resources to be linked through the Renton website. 4.4.3.2 Re ional Conservation Participation To help achieve the City's stated WUE objective: "Ensure efficient water supply for continued growth within its service area.", the City, as part of its long-range water supply planning, evaluated alternate sources of water supply to meet the growing water demand from the projected population growth and from development within the City's water service area. In 2010, the Water Utility evaluated alternatives for the City to obtain additional water supply from SPU, Cascade Water Alliance (CWA), and from constructing water quality improvements to currently unused Well 5A. The most cost -beneficial and reliable altemative February 10, 2012 - DRAFT 4-16 pw:IiCarolk)IDocumenlstClientlWA/RentonB595AOCIDeliverahlwChapter 4004.dou for water supply source was determined to be the purchase of water from SPU. A contract has been negotiated between the City and SPU. With this contract, Renton will become a part of the Saving Water Partnership (WSP), a consortium of water utilities that have contracts with SPU. The WSP regional partnership brings a panoply of water conservation measures and technical assistance that will be initiated in the Renton service area beginning in 2012. These new programs will extend the City's conservation program from primarily residential customers to include, owners/ managers of apartments and condos, industrial and commercial customers, and will apply to new construction and major remodels as well as existing buildings. It will also help lower summer use through peak reduction as well as overall consumption reduction. Table 4.7 presents the measures, rebates, and resources that will become part of the City's conservation program in 2012. The specific measures offered will change in 2013 with the 2013 SPU Water System Plan. New measures will reflect developing regional conservation needs. Table 4.7 Saving Water Partnership Conservation Measures and Strategies TYPES OF MEASURES TYPES OF STRATEGIES Residential Indoor Replace washing machines Replace toilets, showerheads & faucets (multifamily) Fix leaks (toilets) WashWise rebates Free showerhead distribution to multifamily properties Multifamily and single family toilet rebates Change behaviors (toilet flushes, faucet use, Multifamily building owner and operator shower, full loads) recruiting Residential Landscape Reduce peak water use Irrigation system performance Landscape watering behaviors Practices that affect watering (e.g. mulch, soil prep and plant selection) February 10, 2012 - DRAFT pw:f/CarolIdDocumentslClient/WAIRentonl8595AOO DeliverablWChapter 4044-docx Behavior messaging Collaboration with energy utilities Program recruiting through media, direct mailing, web, interactive photo contest Promotion of WaterSense toilet performance Irrigation system efficiency rebates Right Plant/Right Place promotion via retailer partnerships (nurseries, home & garden centers) Savvy Gardener e -newsletter and classes The Garden Hotline Natural Lawn & Garden Guides (how-to materials) 4-17 Table 4.7 Saving Water Partnership Conservation Measures and Strategies TYPES OF MEASURES TYPES OF STRATEGIES Commercial Process/Domestic Upgrade equipment efficiency for cooling, process other industrial uses Improve building cooling performance Upgrade efficiency of specific water consuming medical and lab equipment Outreach to ethnic businesses New construction incentives Upgrade equipment efficiency for cooling, process other industrial uses Commercial Landscape Improve wafering efficiency Upgrade irrigation equipment (controllers, rain sensors, drip) Improve scheduling & maintenance February 10, 2012 - DRAFT pwllCamlidDaqumenWClienYWA/Renton18595ACO0 Deliverables/Chapter 47Ch04.docx Trainings for irrigation professionals Development of standards for irrigation component performance through Irrigation Association Smart Water Application Technologies Initiative On-line weather data, watering index and irrigation scheduling tools Small and large business targeting Restaurant targeting — Commercial Kitchen Equipment Program Partnership with multiple energy and water utilities Outreach to business groups through Resource Venture Technical assistance, assessments, workshops Financial incentives (custom projects & standard rebates) Targeted promotion through vendors, trade groups, agencies Outreach to business groups through Resource Venture Targeted outreach to large commercial customers Provide site-specific recommendations and technical assistance Financial incentives (custom projects and set rebates) Targeted recruiting and promotion to large commercial customers Market transformation by establishing and building vendor and contractor relationships On-line weather data, watering index and irrigation scheduling tools Trainings for irrigation professionals 4-18 Table 4.7 Saving Water Partnership Conservation Measures and Strategies TYPES OF MEASURES TYPES OF STRATEGIES SUPPORTING ELEMENTS Youth Education (Supports Savings In Other Sectors) Build conservation awareness and Support of water festivals and events residential measures Educator resources on-line Classroom and take-home materials and devices Web -based interactive activities Overall Messaging (Supports Savings In Other Sectors) Conservation awareness supporting Targeted marketing recruitment of residential and commercial customers Collaboration with Puget Sound -based Partnership for Water Conservation Festivals, utility "open house" events Program Evaluation (Supports Savings In Other Sectors) Evaluate measure savings Conservation Potential Assessment Evaluate program effectiveness Annual reports Customer baseline surveys of attitudes and behaviors February 10, 2012 - DRAFT 4-19 pw:llCarolID?DocumenWClienUWA/RentonB595Ap01beiiverables!Chapter CD04.docx Chapter 5 POLICIES, CRITERIA AND STANDARDS 5.1 INTRODUCTION The City of Renton Water System Plan is based upon the following mission statement for all City utilities, including the City water system: "The City strives to protect the environment and empowers its citizens to be engaged in sustainability programs. The City manages its water system in a manner that ensures public health and safety, meets all regulatory requirements, and protects environmental resources." (Source: Renton Results — A Community Accountability Program) The policies, design criteria, and standards used in the water system plan are based on laws and policies that originate from the following sources, listed in descending order, from those with the broadest authority to those with the narrowest: • Federal Regulations - Environmental Protection Agency • State Regulations - Department of Health and Department of Ecology King County Regulations • City of Renton Ordinances - City Council • City of Renton Administrative Policies - Mayor • City of Renton Comprehensive Plan Department Policies - Public Works Department • Water System Plan Utility Policies — Utility Systems Division/ Water Utility Staff Law is set by the federal government through federal regulations, by the State of Washington in the form of statutes: Revised Codes of Washington (RCW), WAC, by King County in the form of policies, and by Renton City Council in the form of ordinances and resolutions_ City policies are established in order to provide a vision or mission of the Water Utility and to provide a framework for the planning, design, operation, management, and maintenance of the water system. City policies cannot be less stringent or in conflict with adopted laws. 5.2 SERVICE AREA, POLICIES, AND STANDARDS The City of Renton manages its water utility and water system in accordance with established federal and state regulations for public water systems. City policies and standards set forth in this chapter provide a consistent framework for the planning, design, construction, maintenance, operation, and service of the City's water system and water supply sources. The City has additional land use, development, and finance policies that February 10, 2012 - DRAFT 5-1 pw:f/Carollogacuments/ClienUWAIRenton18595Ap0IReliverables/Chapter 51Ch05.docx specify additional requirements for new development or redevelopment projects which require water service for domestic, fire protection and for other uses. The City's policies are grouped by major categories including: • Service Area. • Water Supply Planning and Management. • Water Main Extension and Service Ownership. • System Reliability and Emergency Management Plan. • Fire Protection. • Financial. • Facilities. • Organization. 5.3 SUMMARY OF POLICIES FOR WATER SYSTEM PLAN 5.3.1 Service Area 5.3.1.1 Mission Statement Ensure that Renton's drinking water supply is safe and sufficient and that the City's infrastructure is adequate to meet our community's present and future needs for water' 5.3.1.2 Service Availability The City of Renton's goal is to provide water service to all customers within the City's retail water service area in a timely and reasonable manner consistent with applicable City policies, resolutions, ordinances, the Municipal Water Law, Washington Department of Health rules and guidelines, and applicable federal, state, and local laws and plansz_ 5.3.1.3 Government Consistency Provisions of water service should be consistent with the goals, objectives, and policies of Renton Comprehensive Plan and Water System Plan. The City's Water System Plan will be consistent with local, county, and state land use authorities and plans. Water service should be consistent with the growth and development concepts directed by the City's Comprehensive Plana. ' Sources: Comprehensive Plan policy number U-36, Outcome Management for Water Utility Service Delivery Plan 2 Sources: WAC -246-290, Municipal Water Law, Comprehensive Plan, Water System Plan. 3 Sources: WAC -246-290, Renton Comprehensive Plan Policies U1, U-48, Water System Plan. February 10, 2012 - DRAFT 5-2 pw:llCarollolDocumentslClientlWAlRentonIR595A001DeliverableVChapter 5005.docx 5.3.1.4 Existing Water Service Area and Retail Water Service Area The City's Water Service Area is established in accordance with the East King County Coordinated Water System Plan and the Skyway Coordinated Water System Plan. The City also has inter -local agreements with neighboring cities and water districts to address minor adjustments of service area boundaries. In general, the City's water service area is wholly located within incorporated City of Renton with the exception of several very small areas within unincorporated King County. The City uses its existing service area agreements to determine areas where water service will be provided. Therefore, annexations to the City do not affect the provisions of water service. The City's Retail Water Service area encompasses the majority of the City's Water Service Area, where the City has existing distribution mains or where distribution mains can be extended in a reasonable timeframe°. 5.3.1.5 Future Retail Water Service Area The only potential changes to the City of Renton retail water service area is for a small area near the westerly City limits, the area is shown on the service area map. This area is currently served by Seattle Public Utilities and may be served by the City in the future upon annexation. The future annexation area to be served by the City is also described in Skyway Water & Sewer District Water System Plan and in the Skyway Coordinated Water System Plan. For the purpose of the Water System Plan, the City has no intention or need to designate a Future Retail Water Service Area. 5.3.1.6 Urban Growth Area The City's urban growth area (UGA) boundary extends beyond Renton's city limits and water service area boundary. Other water purveyors serve areas outside of the City's water service area. Due in large part to the geography of the City of Renton, it is unlikely that its water service area would be extended further beyond the existing water service area. Any new areas within the City's UGA that are annexed by Renton would likely continue to be served by the other utilities currently serving them5_ 5.3.1.7 Satellite/Remote Systems The City does not allow satellitelremote systems. 5.3.1.8 Service for Annexations without Existing Municipal Water Supplies The City intends to provide water service to areas annexed to the City that do not have existing water service from other municipal water suppliers and water districts. Service 4 Sources: WAC -246-290, East King County Coordinated Water System Plan, Skyway Coordinated Water System Plan, Renton Comprehensive Plan Policy U-48, Water System Plan, 5 Source: Renton Comprehensive Plan, Water System Plan. February 10, 2012 - DRAFT 5-3 pw:tlCarolloi0ocumenirlClienWVA7Renion18595AOOiOeliverableslChapier 51Ch05.docx extension by the City may be considered under such conditions only if the City's costs are recovered and sufficient financial resource is available and that service to annexations will not decrease the level of service to existing customers or increase the cost of service to existing customers6. 5.3.1.9 Service for Annexations with Existing Municipal Water Supplies The City will not provide water service to areas annexed to the City that are already served by other existing municipal water suppliers or water districts. Areas annexed with existing municipal supply must meet the City water utility standards'. 5.3.1.10 Service for Protection of Public Health The City will allow extension of water service without annexation to areas outside of the City limits when such areas are within the City's water service area, or when no other reasonable service is available, and it is determined by the City and/or by the State Department of Health that a public health emergency exists or is imminent$. 5.3.1.11 Conditions for Service to Properties with Existina Private and or Exempt Wells The City will provide water service for domestic and for fire protection to properties within the City water service area that have existing private wells and/or exempt wells subject to the following conditions: All "exempt" wells and private wells on the property must be decommissioned in accordance to Washington State Department of Ecology (Ecology) standards and regulations, except when such wells can be used by the City of Renton for purposes including but not limited to: water supply, water supply mitigation, resource protection, environmental monitoring, or remediation of contamination. 2. All water rights, permits or certificates, for which the type of use is municipal, community, or domestic, the water rights must be deeded to the City; and any associated source(s) must either be decommissioned or deeded to the City, at the discretion of the City. Water rights, permits or certificates, for which the type of use is irrigation, industrial, or agricultural may be retained if the proposed land use is consistent with the type of use listed on the water right. If the proposed land use is not consistent with the type of use listed on the water right, then the water right must be deeded to the City; and any associated source(s) must either be decommissioned or deeded to the City, at the discretion of the City. s Source: Renton Comprehensive Plan Policy U-46, Water System Plan. Source: Renton Comprehensive Plan Policy U-47, Water System Plan. e Source: Renton Comprehensive Plan Policy U-45, Water System Plan. February 10, 2012 - DRAFT 5-4 pw:11CarollUDocumentVClieniM'A/RentonW95ARDeliverables!Chapter 5005.dou 5.3.1.12 Requests for Assumption by Water Districts or Private Water Systems The City may assume the operation of a water district or private water system at their request if the following conditions are met and subject to the approval of Renton City Councils: The district or private system is adjacent to or within Renton's water service area_ 2. The district's or private system's facilities meet Renton's performance criteria and engineering standards, or a plan is in place to assure that they will be brought up to Renton's standards without adversely impacting Renton's existing customers financially or with regard to level of service. 3. The assumption of the district or private system is permitted by State law. 4. The City shall require that the district or private system to transfer the ownership of its water supply sources and associated water rights to the City. Water rights must be successfully transferred to the City and approved for municipal water use by the State Department of Ecology prior to commitment from the City for water service. 5.3.1.13 City Initiated Assumption of Water Districts or Private Water Systems The City will seek to assume the operation of a water district when the City Council determines that the assumption is in the best interest of the City and the assumption is consistent with the City's Comprehensive Plan. The City will follow State laws and guidelines in assuming portions of adjacent water systems as a result of annexations10 5.3.1.14 Wholesaling Water The City will continue to provide wholesale water to Skyway Water and Sewer District through a single metered connection in accordance to the current wholesale water supply agreement between the City and the District. The City is not planning to provide additional water to the District above the quantity identified in the existing wholesale agreement. The City has no plans to sell water wholesale on a long term basis to any other purveyor. Sales of water for short term basis will be evaluated in a case by case basis. 5.3.1.15 Wheeling Water The City does not currently wheel water. Water chemistry compatibility and its effects on water quality, including aesthetics such as taste and odor would be a primary consideration. The City will evaluate any request for wheeling water on a case by case basis. 9 Source: RCW, WAC, City of Renton Comprehensive Plan policy number U-49, Water System Plan. 10 Source: RCW, WAC, Council Discretion, Renton Comprehensive Plan policy number U-49, Water System Plan. February 10, 2012 - DRAFT 5-5 pw:11Carona/DocumentsJGientMAIRenton18595A001Deliverables!Chapter 51Ch05.docx 5.3.2 Water Supply Planning And Management Policies 5.3.2.1 Water Supply Planning It is the City's goal to have system -wide supply sources, treatment, pumping and storage facilities to meet the current and projected maximum daily demand (MDD) — with the largest source out of service - in accordance to WAC 246-290-222. The City will work cooperatively with water suppliers and purveyors, including Seattle Public Utilities, to assure reliable water supply at the lowest environmental and economic cost. The City will pursue additional and/or new water supply and use water conservation, water use efficiency measures and water reuse programs to meet to ensure adequate water supply needs to meet the essential needs of the community and water demand created by growth targets established through the Growth Management Act (GMA) planning process. Adequate" supply is enough water to meet normal peak day demands of the City's customers. Peak day demand includes the effects of drought and curtailment. As time passes, normal demand is expected to decrease on a per household basis for two reasons. First, average household size is expected to decline, reducing the number of water users per house. Second, continued efforts to use water wisely by all customers will reduce demand. The City intends to take a cautious approach toward demand reductions that result from behavioral changes, which will not be considered permanent. Alternately, structural improvements (e.g., low -flush toilets, low -flow shower heads, or other water - saving devices) will be considered permanent reductions in demand. The City supports efficient use of water. The City supports eliminating the "waste" of water. The City has adopted rates to achieve these objectives. The quantity of water at the source shall: (1) be adequate to meet the maximum projected water demand of the retail service area as shown by calculations based on the extreme drought of record; (2) provide a reasonable surplus for anticipated growth; (3) be adequate to compensate for all losses such as silting, evaporation, seepage, etc.; and (4) be adequate to provide ample water for other legal users of the source". 5.3.2.2 Regional Water Supply Planning The City will participate in regional water supply management and planning activities. The City will monitor legislative, regulatory, litigation, and planning activities that may impact or influence the adequacy or reliability of supply12. 1' Sources: WAC 246-290-420, WAC 246-290-200, RCW 19.27.097, RCW 58.17.110, Renton Comprehensive Plan policy numbers U-36, U-42, U-54, Water System Plan. 12 Source: Council and Administration Discretion. February 10, 2012 - DRAFT 5-6 pw:i/CarollNDgcument IClient/'AlRenton1B595A00lDeliverableslChapter51D05.dou 5.3.2.3 Water Supply and Resources Manayiement The City will practice and support water resource management that achieves a maximum net benefits for all citizens and promotes enhancement of the natural environment. The City operates and monitors its water supply sources to ensure compliance with all conditions and withdrawal quantities limits for total annual withdrawal quantity and for instantaneous withdrawal quantity, established under State issued water rights certificates and permits. The City will monitor the pumping of its wells to allow aquifer recovery and to avoid impacts to in -stream flows for the Cedar River. The City has installed flow control/throttling valves and flow metering equipment system on its well pumps to monitor instantaneous pumping rates and total pumping rates. The controls are set up so that the well pumps cannot exceed their individual and total instantaneous flow rates established under the water rights certificates and permits issued by the Department of Ecology. In the demand calls for additional water, the controls are set up so that the City will receive additional water through the intertie with Seattle Public Utilities' 60 -inch Bow Lake pipeline, and if needed through two other interties with SPU at Tiffany Park and Fred Nelson pump stations13 5.3.2.4 Reclaimed Water Use The City will support the regional supplier's study of reclaimed water use opportunities and will work with King County Department of Natural Resources to identify potential reclaimed water users and demand. Any reclaimed water to be used as a source of supply should only be provided through regional water suppliers. The City has identified several potential users of reclaimed water for landscape irrigation uses, including the Boeing Longacres faCilitieS14. 5.3.2.5 Conservation and Water Use Efficiency The City will actively continue to promote voluntary conservation and the wise use of water and implement a water conservation program and measures consistent with the requirements of the Department of Health. The City will cooperate with Seattle Public Utilities to meet SPU and other regional conservation goals. The City has implemented water rate structures promoting conservation such as, residential inverted block rate and higher commodity rate for commercial and multifamily irrigation. The City is finalizing negotiations for a procurement contract for the acquisition and phased implementation of an Automatic Meter Reading (AMR) system to enhance water conservation activities and to optimize the pumping of its water supply weiisl5. 13 Source: Municipal Water Law, Water System Plan, Water Rights Certificates and Permits. 14 Source: Municipal Water Law, Water System Plan 15 Source: WAC 246-290, Water System Plan, WUE Goals February 10, 2012 - DRAFT 5-7 pw:llCamlic/DocumentslClienUWNRenlon6595AOO/DeFiverableslChapter 5045,dou The City has adopted the following Water Use Efficiency goals: • Reduce distribution system leakage and loss to 10% or less by 2010. • Limit peak day demand to 16.5 mgd or less through 2015. Continue to have 0.5% average annual reduction of water use per connection per year. 5.3.2.6 Water Shortage Response Plan The City maintains and updates a local response plan in case of a water supply shortage caused by a drought or supply interruption. The City will implement necessary water conservation measures to avoid curtailment in all but the most exceptional circumstances. The Mayor and/or City Council are empowered to declare an emergency and to carry out the necessary actions to ensure compliance with the Water Shortage Response Plan's 5.3.2.7 Emergency Interties The City has emergency interties with adjacent water systems for short-term emergency uses. The City will evaluate requests for emergency interties on a case by case basis and shall support emergency interties with adjacent systems if they benefit both providers and if they don't compromise the City's ability to serve its existing customers or its future supply needs. 5.3.2.8 Water Quality The City shall operate and manage the system to provide water quality that meets or exceeds all health requirements. The City will take steps to meet or exceed all water quality laws and standards. The City will take all reasonable measures to ensure that water reaching the point of delivery, the customer's meter, meets all water quality standards. The City shall continue to maintain and upgrade its system to provide the best water quality and service". 5.3.2.9 Cross Connection Control The City shall administer a cross connection control program that protects the City's public water supply and users of the public water supply from backflow contamination in accordance with state law and to the Department of Health regulations and guidelines. The City has an established cross connection control program and related ordinances and procedures to implement the program. The City shall submit an Annual Summary Report to the Department of Health'. 16 Source: WAC 246-290, Water System Plan 17 Source: EPA, Sate Drinking Water Act, Council Discretion, WAC 246-290-310, WAC 246-290-135. City of Renton Comprehensive Plan policy numbers U-35, U-37, U-38, and U-39. A6 Sources: WAC -246-290-490, Water System Plan February 10, 2012 - DRAFT 5-8 pw:llCarollolDocumentr�ClienVWNRenton)8595A001deliverableslChapter S)Ch05.dacx 5.3.2.10 Wellhead Protection Program The City has a Wellhead Protection Plan which was approved by the Department of Health in December 1999. Updates of the plan are described in Appendix L of this Water System Plan. The Wellhead Protection Plan will be reviewed and updated, if necessary, at least every six years (in conjunction with the Water System Plan update). 6.3.2.11 Aquifer Protection Prosaram In 1998, the City established an Aquifer Protection Program and adopted ordinances, policies, standards, and regulations for existing and new development within the City's aquifer protection areas to protect the aquifers from potential contamination by hazardous materials. 5.3.3 Water Main Extension And Service Ownership 5.3.3.1 Orderly Extension of Utilities All utilities within the City of Renton will be extended in an orderly manner, in and along routes which comply with the City's Comprehensive Plan and Water System Plan. All City utilities will be extended and installed in a manner as to best serve the citizens of Renton'. 5.3.3.2 Extension Across Full Frontage of Properties All water main extensions shall extend to and across the full width of the property served with water. No property shall be served with City water unless the main is extended to the extreme boundary limit of the property line extending the full length of the front footage of the property. Provisions shall be made wherever appropriate in any project for looping all dead end or temporary dead end mains. Provisions for stubs shall be made to serve adjacent properties211 . 5.3.3.3 Sizinsa of Water Mains All water mains shall be sized based on fire flow requirements, densitieslland uses anticipated in the City's Comprehensive Plan and Water System Plan_ A hydraulic analysis is required to confirm adequate system design. The analysis shall be used to verify flow demands and pressure availability for the proposed project. The analysis shall demonstrate the effect of the proposed project will have on the existing distribution system. The hydraulic analysis shall include, as a minimum, the following: Under peak hour demands (excluding fire demands), the water distribution system shall maintain pressures above 40 psi. 19 Source: City of Renton Resolution No. 2164, Comprehensive Plan, Water System Plan, 24 Sources: Renton Ordinances 3541, 2849, Renton Development Regulations 4-6-010, Water System Plan February 10, 2012 - DRAFT 5-9 pw:i/Carolb/DocumenislClienUWAIRenton18595A001DeliverableslChapter 51Ch05.dou 2. Under maximum day demand plus fire demands, the water system shall maintain pressures above 20 psi. 3. Velocity in any water main shall not exceed 8 feet per second under any condition. 4. Water system layout shall be designed to minimize dead ends. Looping water lines is a standard practice to eliminate dead ends. 5. The minimum size of water mains with fire hydrants in a residential area shall be fl- inch diameter. Short segments of smaller mains in short segments may be allowed for water quality reasons provided that fire flow requirement can be met through larger mains. 6. The minimum sizing for water mains with fire hydrants in the City's Central Business District, Urban Center, Commercial and Industrial Corridors, and Sunset Reinvestment Strategy Area shall be 12 -inch diameter or larger depending on fire flow demands.' 5.3.3.4 Requirements for Loopin_q of Water Mains When the required fire flow for a development is over 2,500 gallons per minute, the fire hydrants shall be served by a water main which loops around the building or complex of buildings and reconnect back into a distribution supply main. All fire hydrants shall be served by a municipal or quasi -municipal water system, or as otherwise approved by the Fire Marshal22. 5.3.3.3 Desian of Water Main Extension All water main extensions must be designed by a professional engineer, registered with the State of Washington, and shall conform to the latest City design criteria, development regulations, other City adopted standards, and sound engineering practices. Plans must be submitted to the City for review and approval prior to the issuance of utility construction permits. Plan review fees shall be paid to the City at the time of the submittal of the plans. All water mains shall be sized based on fire flow requirements, densities/land uses anticipated in the City's Comprehensive Plan and Water System Plan23. 5.3.3.6 Construction of Water Main Extension All extensions of City water mains and related appurtenances must be constructed by a licensed and bonded contractor, or by City forces, and shall conform to the latest City construction and development regulations and standards and other City adopted standards and approved project civil plans. The applicantlowner/deve lope r/contractor must pay all 21 Source: City Development Regulations, Water System Plan, Department of Health Water System Design Manual 22 Source: City Ordinance No. 4007, City Development Regulations, Water System Plan. February 10, 2012 - DRAFT 5-10 pw:llCarollolDocumenWDienUWWRenWn78595AODiDelirerableslChapber 5005.dou permits fees and related charges, obtain the required permits, and construct the new water mains, at its own costs24. 5.3.3.7 Oversizing of Water Main Extension The City reserves the right, upon the approval of City Council (Council), to participate in the installation of any oversized water line extensions or additional water or extra improvements related to such installations. In general, subject to Council's approval, the City may pay for the difference in material costs between the required main sized and the larger main size25 5.3.3.8 Water Main Extension - Exception The City may defer compliance with Renton water utility standards in the case of temporary or emergency water service. All temporary and emergency waivers must be approved by the Public Works Administrator26. 5.3.3.9 Water Service and Water Meter Ownership/Responsibility The City shall own and maintain the service line from the main line to the meter, the meter and setter, and the meter box. The property owners shall own and maintain the private water service line and other facilities such as pressure -reducing valves, backflow prevention assemblies, etc. beyond the City's water meter. For fire sprinkler systems, the City's ownership will end at the connection point or connecting valve to the water main. The City shall own the detector meter on the backflow prevention assembly27. 5.3.3.10 Requirement for Water Meters Any person desiring to have premises connected to the City water system shall make application for water meters and pay all required fees. All fire sprinkler systems connected to the City water system shall have meters or detector -meters and shall have required backflow prevention assemblies. New water meters, additional water meters, larger water meters, landscape irrigation meters, fire protection meters and detector meters, will trigger water system development charges". 5.3.3.11 Water Main Extension by Developers All water main extensions including fire hydrants, valves, water services stubs, meters, and related appurtenances, with the exception of private fire sprinkler lines and systems, shall be conveyed, at no cost, to the City for ownership, maintenance and operations, after the 23 Source: City's Comprehensive Plan, Water System Plan, Development Regulations. 24 Source: City's Comprehensive Plan, Water System Plan, Development Regulations. 25 Sources: Ordinance No. 2434, City's Comprehensive Plan, Water System Plan, Development Regulations. 26 Source: City of Renton Comprehensive Plan policy number U-53, Water System Plan. 27 Sources: City Development Regulations, Water System Plan, Water Standard Details. 213 Sources: Municipal (Nater Law, City Ordinances, City Development Regulations, Water System Plan. February 10, 2012 - DRAFT 5-11 pwv, iCamlloMocumenWClientWAlRentonl8595ADO?DeliverableslChapter 51Ch05.docx City's acceptance of the water main extensions. As -built plans, easements and bill of sales shall be provided to the City for the conveyance of the water mains, hydrants, water meters, and related appurtenances. 5.3.3.12 Late -comer Aureements The City has discretionary power to grant latecomer's agreements to owners and developers for pro rata portion of the original costs of water main extensions. The authority to approve a latecomer's agreement is vested in the City Council. The latecomer's agreement can be granted for a period up to but not exceeding 15 years and no term extension will be granted29. 5.3.4 System Reliability and Emergency Management Plan 5.3.4.1 Service Reliability The City has built in redundancies in the operation and in the construction of capital improvements of its water system, including reservoirs, pumps, pressure reducing stations, and transmission and distribution mains, to maintain service reliability. The City has water system interties with SPU and emergency interties with neighboring water purveyors to provide water service during emergencies. All new water facilities added to the system that require electrical power shall be provided with backup emergency electrical power with automatic start and automatic transfer to and from commercial power. The power source may be an electrical generator or storage batteries. Existing facilities requiring electrical power that do not have on-site emergency electrical power with auto -start ! auto transfer shall have such capabilities added as part of the capital improvement program within the next 15 years. Emergency back-up power for sources and booster pump stations shall be capable of operating at full load without being refueled for at least 36 hours. Battery backup power for SCADA RTUs and MTUs shall be capable of providing power for at least eight hours of continuous operation without needing a recharge or replacement. Wells and booster pump stations that do not have emergency power with automatic start and automatic transfer to and from commercial power are not considered reliable, because they cannot be relied upon to provide water during a fire. If at sometime in the future installed storage is adequate to meet fire flow demands, then this policy could change. Booster pump stations shall be equipped with redundant pumps so as to meet the MDD with the largest pump serving the pressure zone out of serviceso 29 Sources: City Ordinance 4443, Renton Municipal Code 9-5- 30 Sources: WAC 246-290-420, DOH Water System Design Manual, Council Discretion, Water System Plan. February 10, 2012 - DRAFT 5-12 pw:11CamlloR]ocumentslClienYWAlRentonl8595A4Ul)eliverabieslChapter 51Ch05ADa 5.3.4.2 Emergency Preparedness The City has an adopted Comprehensive Emergency Management and Hazard Mitigation Plan developed in accordance to FEMA standards, to address issues related to continuity of water service, long-term system recovery and to ensure the orderly and full restoration of the water system after an emergency. The City is continually updating its Water System Emergency Response Plan as part of its operations program, and as new facilities are brought into operation. 5.3.4.3 Vulnerability Assessment The City has completed a Security Vulnerability Assessment of its water system in compliance with the Public Health Security and Bioterrorism Preparedness Act of 2002 as directed by USEPA. The City has phased in the design and construction of the recommended security upgrades as part of the Capital Improvement Program31 5.3.4.4 Multiple Sources of Supply The City will develop supplies which, when combined, meet the DOH demand criteria. The City will maintain and execute data collection strategies and record keeping procedures that quantify the average day and peak day demands of each customer class. The City will develop supplies which meet the anticipated maximum day demand (based on customer demand patterns, weather, and growth) with the largest of the supply sources not includedsz 5.3.5 Fire Protection Policies 5.3.5.1 Fire Protection Responsibility The City shall continue to maintain and upgrade its water system infrastructure to deliver adequate water for fire protection to all residential, commercial, industrial customers, schools and other public facilities served with City water. The City shall continue to perform routine maintenance on all of its fire hydrants and valves to keep them in working order. The City shall continue to replace its old and undersized water mains with adequate size mains to provide the required level of fire protection. 5.3.5.2 Fire Flow Requirements for New Construction New development, redevelopment, subdivisions, and tenant improvements projects within the City will be required to provide the minimum fire flow requirements as established by the City's Fire Marshall. It is the developer's responsibility to install, at its own cost, all water system facilities including off-site and on-site main line extensions and upgrades to meet 31 Source: WAC 246-290-221,-222,-230 & -235, DOH Water System Design Manual 32 Source: RCW 90.54.180,90.42.005„WAC 246-290-420, Comprehensive Plan Policy U-41, Water System Plan. February 10, 2012 - DRAFT 5-13 pw:!lCarollolDocuments'ClientNVA7Rentan)8595A007Deliverables/Chapter 51Ch05.dacx the required fire flow demand and applicable City's development regulations and standards. If the off-site improvements result in regional benefit, the developer may request the City to cost participate in the construction of the improvements. If the off-site improvements benefit other adjacent properties, the developer may request a latecomer agreement to recoup equitable costs from future development of properties within the latecomer boundary which can benefit from the improvements. 5.3.5.3 Fire Flow Requirements for Existing Construction Existing structures are not required to upgrade the City's water system infrastructure to meet current fire flow and development standards. Redevelopment of existing structures, including remodeling, expansions, additions, change of occupancy and use can trigger the requirements for upgrades to the water system. The City is not obligated to upgrade existing system to meet current codes. As part of its capital improvement program the City continues to systematically replacing its old and undersized water mains to bring them to current standards with a goal to provide a minimum fire flow of 1,000 gallons per minute (at 20 psi residual pressure), and to install fire hydrants at 500 feet spacing, throughout the distribution system. 5.3.5.4 Fire Flow Quantity The minimum fire flow requirements for one- and two-family detached dwellings having a fire flow calculation area which does not exceed 3,600 square -feet shall be 1,000 gallons per minute at 20 psi residual pressure. Fire flow for one- and two-family dwelling larger than 3,600 square -feet shall be at least 1,500 gallons per minute or more and shall be determined by the City Fire Marshall. Fire flow quantities and fire flow durations requirements for all other buildings shall be determined by the Fire Marshall. 5.3.5.5 Fire Flow Storage The City's fire flow storage policies are described in the Facilities Policies. 5.3.5.6 Fire Hydrants All fire hydrants shall be equipped with Storz adapters on the pumper ports. See current City design standards for specifics. All fire hydrant feed lines shall be equipped with gate valves (foot valves). The minimum size of feed lines to fire hydrants shall be six-inch diameter. Fire hydrant lines over fifty feet long shall be 8 -inch diameter. February 10, 2012 - DRAFT 5-14 pw:i7Carollol)ocunnents)CIken VWNRenion18595A001Celiverablesr,hepter 5ICh05.docx 5.3.6 Financial Policies 5.3.6.1 Fiscal Stewardship The Water Utility will follow financial policies and criteria adopted by City Council_ Water Utility funds and resources shall be managed in accordance with applicable laws, standards, City financial and fiscal practices and policies. The financial criteria include rate stabilization, establishment of fund balance and operating reserves, maintaining the desired debt service coverage. 5.3.6.2 Enterprise Fund — Self-sufficient Funding The Water Utility shall be operated as a self-supporting enterprise fund. Revenues to the Water Utility primarily come from customer charges from water sales, system development charges, plan review and inspection fees. Detailed information on the City's financial program are presented in Chapter 10.33 5.3.6.3 Rate Stabilization The City's financial goal is to minimize and stabilize the long-term, life -cycle cost of service. Rates and additional charges shall be cost -based to recover current, historical, and future costs associated with the City's water system and services.4 5.3.6.4 Operating Reserve The City's goal is to stabilize the Water Utility funds and maintain an operating reserve of 12% of annual operating expenses for operation of water system for 30 to 45 days.35 5.3.6.5 Debt Service The City's goal is to maintain a desired reserve for debt service coverage of 1.25 times of the annual financial obligations.36 5.3.6.6 Bonds vs. Gash Expenditures: • All non -Capital Investment Programs (CIP's) shall be paid for by rates. • All system reinvestment, maintenance, replacement and rehabilitation projects shall be paid for by rates. • CIP's for new infrastructure to accommodate growth or to increase system capacity can be paid for using bonds37 33 Source: Council Discretion, Water System Plan 3.4 Source: Council Discretion 35 Source: Council Discretion 36 Source: Council Discretion 37 Source: Council Discretion. February 10, 2012 - DRAFT 5-15 pw:ItCarollo/DxumentslCGentWAlRenlon18595AODIDel4erableslChapter 51ChO5-docx 5.3.6.7 Comprehensive Planning Comprehensive plans for water systems should be updated every six years, using a 20 - year or greater planning horizon, as required by State law and financial policies shall be reviewed and updated as needed. The City has a 6 -year Capital Investment Program (CIP) which is updated with each biennial budget cycle. 5.3.6.8 Equitable Rates The City's rates and charges shall be equitable to recover costs from customers commensurate with the benefits they receive and to provide an adequate and stable source of funds to cover the current and future cash needs of the City Water Utility. Rates shall be developed using the cash basis to determine the total revenue requirements of the Water Utility. Rates should be calculated for the service area as a whole3a 5.3.6.9 Outside -City Rates For customers residing outside the city limits, water rates are 1.5 times the residential city rates39. 5.3.6.10 Discounted Rates The City shall provides a senior and/or disabled citizen discount on City water rates40. 5.3.6.11 Other Fees and Charges Owners of properties that have not been assessed or charged an equitable share of the cost of the City's water system shall pay, prior to connection to the system, one or more of four charges: System development charge 2. Special assessment charge 3. Latecomer's fees 4. Inspectionlapproval fees 5. Water meter installation fees41 38 Source. Council Discretion, Water System Plan. 39 Source: Council Discretion 411 Source: Council Discretion 41 Source. City Development regulations February 10, 2012 - DRAFT 5-16 pw:7ICaroilollbcuments/Clieni WAlRenton18595A007QeliverableWChapter 5005,docx 5.3.6.12 Ancillary Charges Customers should be charged for supplemental, special purpose services through separate ancillary charges based on the cost to provide the service. Ancillary charges create more equitable fees and increase operating efficiency for services to customers_ Revenue from ancillary charges should be used to offset operations and maintenance Co5ts42. 5.3.6.13 Inflation Rate The inflation rate should be based on information provided by the Finance Department 5.3.7 Facilities Policies 5.3.7.1 System Pressure The existing facilities will be operated and new facilities constructed to ensure Compliance with DOH and ISO criteria for maximum and minimum pressure. The City will provide the minimum water pressure requirement established by Department of Health at 30 psi at the service meter during maximum day demand and during peak hour demand conditions, not including a fire or emergency. The City's goal is to provide a minimum of 40 psi at the highest domestic water plumbing fixture or at the highest fire sprinkler head, except during emergency conditions. The City's goal is also to provide a maximum of 110 psi at the service meter to prevent over pressurization of water uses fixtures and appliances. Current building codes require the installation of an individual pressure reducing valves beyond the water meter where system pressures exceed 80 psi. During a failure of any part of the system, the maximum pressure shall not exceed the normal pressure rating of the pipe, generally 150 psi43. 5.3.7.2 Velocity The existing facilities will be operated and new facilities constructed to minimize damage from excessive pipeline velocities. When adding to the distribution system or replacing components of the distribution system, water mains shall be sized such that, Under normal conditions, the velocity of water in a transmission main shall be less than 4 feet per second (fps) during demand periods. Under emergency conditions, such as a fire, the velocity of water in a transmission main shall be less than 8 fps. Fire flow planning and modeling will use a de -rating procedure that limits fire flow velocities to 8 fps44. 42 Source: Council Discretion, Water System Plan. 43 Source: WAC 246-290-230, Insurance Services Organization (ISO), Council Discretion, Water System Plan February 10, 2012 - DRAFT 5-17 pw:l7Carolio/DocumentWClienUVVAIRentcn1B595A001Deliverables!Chapter 51Ch05.dou 5.3.7.3 Storage The existing storage facilities will be operated and new storage facilities constructed to comply with DOH criteria and good engineering practice. Storage within the distribution system must be of sufficient capacity to supplement transmission supply when peaking demands are greater than the source pumping capacity (equalizing storage) and still maintain sufficient storage for a fire or other emergency condition. Equalizing, fire suppression, and stand-by storage are provided in addition to operational storage. The bottom of the equalizing storage component must be located at an elevation which produces no less than 30 psi at all service connections throughout the pressure zone under peak hour demand conditions, assuming all sources are in service. Equalizing storage requirements shall be determined using the "Multiple Day Demand" method (ref: DOH Water System Design Manual, December 2009). The time period shall be five days. The analysis shall compare the cost of designing and constructing storage versus the cost of purchasing wholesale water from SPU, including the cost of upgrading and / or adding intertie connections to the SPU transmission mains. For fire flow supplied via gravity storage, the bottom of the fire suppression storage component shall be located at an elevation which produces no less than 20 psi at ground level at all points in the zone under peak hour demand condition, assuming the largest source to the zone is out of service. The fire flow storage criteria available from the ISO were considered in the study. The quantity of fire flow storage provided will approach these requirements as closely as possible, considering economic factors and other design criteria. Sufficient storage for a fire condition is the product of the fire protection water demand and the required duration as determined by the City of Renton Fire Marshall. The stand-by storage component or the fire suppression storage component, whichever volume is smaller, can be excluded from the zone's total storage requirement (also known as "nested" storage) provided that the elevation of the bottom of effective storage is no less than that elevation which produces the higher of the following criteria: 20 psi at ground level at all points in the zone under peak hour demand conditions, assuming the largest source to the zone is out of service, or 30 psi at all service connections throughout the pressure zone under peak hour demand, assuming all sources are in service. The calculation of the standby storage volume requirements shall use the "Water Systems with Multiple Sources" method (ref: DOH Water System Design Manual, December 2009). 41 Source: DOH Water System Design Manual, Fire Marshall, Insurance Services Organization (ISO), Council Discretion, Water System Plan. February 10, 2012 - DRAFT 5-18 pw:IICarollolDocumenWClienWJA/RentonlB595A001DeliverableslChapter 51Ch05.docx Location of storage facilities should be in areas where they will satisfy the following requirements: Minimize fluctuations in system pressure during normal demands. Maximize use of the storage facilities during fires and peak demands. • Improve the reliability of the supply for the water system41 6.3.7.4 Pipelines and Water Services New water transmission and distribution pipelines and facilities shall be designed and constructed to comply with Department of Health criteria, American Water Works Association (AWWA) standards, the City of Renton latest design criteria and good engineering practice. Where possible, transmission and distribution mains shall be looped to increase reliability and decrease head losses. In residential areas, the grid of distribution mains shall consist of mains at least 8 inches in diameter_ All 8 -inch and smaller dead-end mains shall terminate with a blow -off assembly. In commercial, industrial, Central Business Districts and other areas with high fire flow demand, the grid of the distribution system shall consist of 12 -inch or larger mains. All 12 -inch and larger mains shall terminate with a fire hydrant. Distribution system design assumes that only adequately sized service lines will be used. All residential service lines will be 314 -inch or larger copper. The service line from the main line to the meter shall be the same size as the meter. All water service lines shall conform to the plumbing code. Connections to the system shall comply with the City's cross connection control standards. In general, the standard protection for commercial and industrial connections is the use of reduced pressure principle backflow prevention assembly devices. The preferred pipe material for distribution mains is ductile iron_ Valve installations shall meet the following criteria: • Zone valves shall be located at all pressure zone interfaces to allow future pressure zone re -alignment without the need for additional pipe construction. • Isolation valves shall be located wherever necessary to allow individual pipelines to be shut down for repair or installing services. Four valves shall be provided per cross, and three valves per tee. • Isolation valves should be spaced along water mains at intervals not to exceed 500 feet. 45 Source: WAC 246-290-235, Council Discretion, Water System Plan, Fire Marshall. February 10, 2012 - DRAFT 5-19 pw:llCarolEolDocumentslDienUVVNRentonM595AD01DeliverableslChapier 51Ch05.docx Air/vacuum release valves shall be placed at all high points or "crowns" in all pipelines. Individual service pressure reducing and check valves are recommended for all new customer service lines in the City. The pressure -reducing valves protect customers from high pressures in case of failure of a pressure -reducing station. Check valves prevent hot water tanks from emptying into the transmission main when the main is empty and prevent contamination of the system mains due to possible cross connections in the customer's serviceas 5.3.7.5 Booster Pumas The existing booster facilities will be operated and new booster facilities constructed to comply with DOH criteria and good engineering practice. All existing and future booster stations should be modified/constructed to comply with the following minimum standards: All structures should be non-com bustibie, where practical. All buildings should have adequate heating, cooling, ventilation, insulation, lighting, and work spaces necessary for on-site operation and repair. Underground vaults should be avoided where possible due to the increased potential of flooding, electrocution, and other hazards. Sites should be fenced to reduce vandalism and City liability where appropriate. Each station shall be equipped with a flow meter and all necessary instrumentation to assist personnel in operating and troubleshooting the facility. Emergency power capability (auto-startJauto-transfer) shall be provided to booster stations. Booster stations should be placed wherever necessary to fulfill the following criteria: Provide supply redundancy to a pressure zone. • Improve the hydraulic characteristics of a pressure zone. Reduce the cost of water supply. • Improve water quality (i.e., increase circulation)47 5.3.7.6 Pressure Reducing Stations (PRV's) The existing pressure -reducing facilities will be operated and new pressure -reducing facilities constructed to comply with DOH criteria and good engineering practices. 46 Source: WAC 246-290-230, Council Discretion, Water System Plan. 47 Source: WAC 246-290-200, DOH Water System Design Manual, Council Discretion February 10, 2012 - DRAFT 5-20 pw:IlCaroilo7DocurnentslClientfWARenlonB595A00lDeliverab#WChapter 5005.doac All pressure -reducing valves should be placed in vaults that are large enough to provide ample work space for field inspection and repair of the valves. Vaults should be tall enough to allow operating personnel to stand erect. Vaults should drain to daylight or be equipped with sump pumps to prevent vault flooding. Each PRV station shall have a larger main (lead) PRV for fire flow demand and a smaller (lag) PRV for anticipated domestic demand. The smaller (lag) PRV shall a meter connected to the telemetry/SCADA system. Pressure -relief valves should be provided on the low-pressure side of the PRV to prevent system over -pressuring in case of a valve failure. High-pressure alarms should be transmitted to the central control cabinet to alert operating personnel of the PRV failure. When pressure at the service line connection point is such that the plumbing code dictates that water service requires a PRV (e.g., 80 psi) the customer is required to install, own, operate and maintain the PRV. The PRV shall be installed on the customer side of the water serviceae 5.3.7.7 Supervisor Control and Data Acquisition (SCADA) Telemetry System The control and alarm system will be maintained and updated as necessary to optimize all policy goals. Controls must be capable of optimizing the operation of the water system's components in response to reservoir levels, system pressures, abnormal system conditions, electrical power rate structure, and water costS49. 5.3.7.8 Construction Standards All new water system infrastructure shall be designed and constructed to comply with Department of Health criteria, AWWA standards, the City of Renton latest design criteria and good engineering practice. 5.3.7.9 Standard Useful Life for Design Distribution system pipes — 80 years Electrical equipment —10 - 20 years (varies by type) Mechanical equipment — 10 - 20 years (varies by type) Structures — building shell — 50 years Structures — water storage — 50 years SCADA hardware and software — 10 years (technical obsolescence) 48 Source: WAC 245-290-200, DOH Water System Design Manual, Water System Plan 49 Source: DOH, Water System Plan February 10, 2012 - DRAFT 5-21 pw:llCarclbldocuments'ClientNVNRenton18595AOClDeliverableslChapter 51DOS.doa HMI hardware and software - 5 years (physical limit / technical obsolescence) 5.3.7.10 facilities Maintenance All City water facilities and related equipment will be maintained so that they perform at the level of service necessary to meet all operational policies and service delivery goals. Equipment breakdown are given highest maintenance priority and repairs should be made as soon as possible to restore the established level of service and for continuity of operation. Equipment should be scheduled to replaced or upgraded before they become obsolete or when spare parts are no longer available. Worn parts should be repaired, replaced, or rebuilt before they represent a high failure probability. A preventive maintenance schedule shall be established for all facilities, equipment, and processes. Spare parts shall be stocked for all equipment items whose failure will impact the ability to meet other policy standards. All maintenance personnel shall be trained in the procedures and techniques necessary to efficiently perform their job descriptions. The City ensures that Water Maintenance staff obtained the required state water works certifications by WAC 246-292, such as for Water Distribution Managers and/or Water System Operators, to maintain and operate the City's water system. Maintenance shall be performed by the water maintenance staff and supervised by the Field Superintendent. Written records and reports will be maintained on each facility and item of equipment showing operation and maintenance history50. 5.3.7.11 Joint Use Facilities The City will participate in regional projects to the extent that the level of service is not compromised or the cost of service inequitable. All joint -use facilities must comply with Renton policy and design standards. Joint -use facilities which supply a portion of the City that cannot be supplied from other sources in the event the joint -use facility is out of service will be maintained by the City of Renton. Joint -use facilities will be pursued only in those areas that improve reliability or operating costs51. 5.3.8 Organizational Policies 5.3.8.1 Structure The Water Utility will be structured to provide the best level of service at the least cost. Utility staff level is established by City Council based of financial resources and desired level of service to be provided by the City. 50 Source: Water System Plan February 10, 2012 - DRAFT 5-22 pw:llCarollNQocumenWC11enVWA+Renton18595A001DeliverablWChapter 5005dou The Water Utility shall be part of the following divisions: • Public Works /Utility Systems/ Water Utility Engineering for the planning, management, design, and construction of the City water system and the development and updates of policies and design standards. • Public Works Maintenance Services/ Water Maintenance for the operation and maintenance of the City water system. Community and Economic Development/Plan Review and Permitting for the review, permitting, and inspection of developers' extensions of City water system. * Finance & Information Technology/Fiscal Services for financial and utility billing services, cost accounting, and fund activity reporting. 5.3.8.2 Project Review Procedures The City submits projects for new sources, water treatment facilities, booster pump stations, reservoirs, and the recoating of the interior of existing reservoirs to DOH for review and approval as per WAC 246-290-110, -120 and -130. City staff reviews and approves projects for water main replacements and water main extensions including related fittings, blocking valves, air and vacuum valves, pressure regulating and relief valves, fire hydrants, service connections and meters, and cross connection control devices. City staff reviews and approves projects for the maintenance and repair of water treatment facilities, booster pump stations, and reservoirs (except for the recoating of the interior of reservoirs). City staff reviews and approves projects for the installation, maintenance, and repair of control, telemetry, and SCADA systems of the drinking water system. The Water Utility Engineering Supervisor reviews project plans for compliance with DOH and City design and construction standards including compatibility with the objectives of the Water System Plan. The Water Utility Engineering Supervisor consults with the Fire Marshall's staff and the water maintenance supervisor as part of the review. The review addresses separation from sanitary sewers, other non -potable conveyance systems, and sources of contamination; service pressures; fire flow volumes, velocities, and pressures; cross connection control; thrust block and anchoring requirements; corrosion control and protection; air and vacuum control; meter and service line sizes; PRV requirements; operations and maintenance considerations (blocking valves, blow -offs, etc.); construction considerations (cleaning with polypigging, pressure testing, chlorination, flushing, and bacterial testing); etc. Some reviews include hydraulic modeling by the Water Utility staff. The City requires that the plans include applicable standard details and that the plan notes repeat key provisions of the City specifications for the construction and testing of water distribution system mains and appurtenances. Plans must be signed and stamped by a Washington State licensed professional engineer. The Water Utility Engineering Supervisor 51 Source: DOH, Council Discretion , Water System Plan February 10, 2012 - DRAFT 5-23 pwJlCarollWDocumenWClienVVVNRentoRI8595ACQ1DeliverableslChapter 51M5.docx indicates his approval of the plans by signing and dating the construction drawing originals within a City approval block52. 5.3.8.3 Requirements for Outside Parties The policies pertaining to water distribution system facilities and financing are listed above and are applicable to both City CIP projects and private developer projects_ Normally during the planning phase of a developer project a pre -application conference is held with the developer's engineer. Members of the Water Utility engineering staff, Fire Marshall's staff, and Development Services staff participate in the meeting. Based upon the preliminary information about the proposed project the City staff reviews with the developer's engineer anticipated requirements for the project: main sizes and main extents, fire flow, looping, pressure control and pressure issues, construction practices, etc. The City's design standards and policies regarding water main extensions by developers and related requirements are described in Appendix J of this PlanSa 52 Source; DOH, Water System Plan 53 Source; DOH, Water System Plan February 10, 2012 - DRAFT 5-24 pw:llCarolloDocumerWCAientNVAlRenton18595A001DelWrables!Chapter 51ChO5.dacx Chapter 6 WATER SUPPLY, WATER RIGHTS, AND WATER QUALITY This chapter describes the City's sources of supply, including the condition and capacity of its sources; the water rights associated with its sources; and the water quality requirements for its sources. This chapter also discusses the City's interties as they are related to its source of supply and provides a summary of Renton's Wellhead Protection Program. The City has pursued and developed its own independent water supply sources to meet its needs and has also been a wholesale customer of Seattle Public Utilities (SPU). In the coming years, as the limits of its water rights are encountered Renton plans to purchase more water from SPU to meet its needs. Renton will maintain its capability to supply a growing population and control water rates by: Placing additional emphasis on water conservation via customer education, incentive programs, and rates that encourage conservation. 2. Protecting the water quality of the existing wellfelds from adverse development impacts in the recharge area. 3. Continuing "beneficial use" of its well supply and protecting the legal integrity of the existing water rights. 4. Negotiating with adjacent utilities for emergency supply. 5. Participating in regional water supply organizations. 6. Considering raw water treatment as required. 7. Renewing its wholesale water supply contract with SPU. Water quality policies and programs to protect existing groundwater supply sources are among the City's highest priorities. 6.1 WATER SUPPLY RESOURCES Renton's supply is derived from five water sources: the Cedar Valley Aquifer, Springbrook Springs, the Maplewood Aquifer, the recharge area for Well 5A, and SPU supply interties. Each of these is described below and is shown on the water system map included in Appendix F, System Maps_ The SPU source of supply is described under Interties. For the City's primary supply, it maintains and operates six wells within the Cedar Valley Aquifer and three wells within the Maplewood Aquifer. It also has Springbrook Springs, a single artesian spring, and Well 5A, which is the only well that the City operates within that particular recharge area. February 13, 2012 - DRAFT 6-1 pw!lCarollolDocument JCllenUWAlRentonl8595ADOICeliverableslChapter UD06.docx 6.1.1 Cedar Valley Aquifer The primary source of the Renton municipal water supply is the Cedar Valley Aquifer, designated a sole source in 1988 by the EPA. The aquifer boundaries correspond to the aerial extent of the post-Vashon alluvium of the lower Cedar River Valley. This shallow aquifer is physically susceptible to contamination since there is no confining layer between the land surface and the water table to retard the downward migration of hazardous chemical spills or other releases of contaminants. In downtown Renton it is especially vulnerable to degradation due to the presence of numerous potential sources of contamination within the capture zone of the wellfield. In the vicinity of the wellfield constructed in downtown Renton, the aquifer consists of coarse-grained sediments deposited at the mouth of the prehistoric Cedar River during the last glacial period. The water table is approximately 23 feet from the surface and the aquifer has an average thickness of 70 feet in the vicinity of the wellfield. Soils overlying the aquifer are silt, sand, and gravel while the aquifer itself is comprised of coarser, very permeable sandy gravel. Aquifer transmissivity is estimated to range from about 1 to 2.3 million gallons per day per foot (mg/day/ft). The transmissivity of the wells RW -11, RW -2 and RW 3 is 1.00 mg/day/ft; PW -8 is 1.30 mg/day/ft; PW -9 is 2.30 mg/day/ft. Specific yield of the wells RW -1, RW -2 and RW -3 is 0.025 cu ft/cu ft; PW -8 is 0.030 cu ft/cu ft; PW -9 is 0.020 cu ft/cu ft (Analysis Report for the City of Renton Cedar River Valley Aquifer Test, RH2 Engineering, 1987). The hydraulic conductivity is on the order of 2,500 ft/day assuming an average transmissivity for all the Cedar Valley Aquifer wells of 1.3 mg/day/ft. Recharge is local, both from direct precipitation and subflow. The DOH contamination susceptibility rating of wells located in the Cedar Valley Aquifer is moderate to high. 6.1.2 Downtown Wells The City operates six production wells in the Cedar Valley Aquifer. Wells RW -1, RW -2, and RW -3 each have a pumping capacity of 2,200 gpm and are screened at depths ranging from 50 to 105 feet. Well EW -3 may be used in an emergency. Its capacity is 1,600 gpm and it is screened from 40 to 70 feet below the ground surface. Wells PW -8 and PW -9 have pumping capacities of 3,500 and 1,200 gpm, respectively. The wells are screened at depths ranging from 50 to 105 feet. 6.1.3 Springbrook Springs Approximately 17 percent of City's current water supply comes from Springbrook Springs, located at the extreme southern city limits. A water -bearing sand and gravel layer enclosed in a thick sequence of glacial till intercepts the surface of the hillside at Springbrook Springs. Two infiltration galleries collect and channel approximately 1,000 gpm into the transmission pipeline. Flow measured at Springbrook treatment building vanes over the February 13, 2012 - DRAFT 6-2 pw:IlCa DIINaocumenWClienUWAIRentonl8595A001Deliverahtes/Chapter 6006.dou year with the flow into the system being the highest in the summer months. The flow is kept to below the water right Qi flow of 1,050 gpm via a throttling valve. The Springs have not been extensively studied. The recharge area has been estimated by combining the surface area draining to the Springs with the estimated groundwater recharge area. The latter is based on well driller reports for wells in the vicinity of the Springs_ The DOH contamination susceptibility rating of the Springs is "moderate to high." 6.1.4 Maplewood Production Aquifer The Maplewood production aquifer is located east of the downtown area under the Maplewood Golf Course. It serves as a redundant source of supply for the vulnerable Cedar Valley Aquifer. This aquifer is believed to extend northward into hydrostratigraphically correlated zones beneath the North Uplands. It ranges from 70 to 120 feet thick and is encountered from approximately 135 to 345 feet below the golf course. The Maplewood Aquifer is confined with evidence of some leakage. Gradients are predominantly upward. Estimated transmissivities range from 49,000 to 76,000 gpd per foot with corresponding hydraulic conductivity ranging from 94 to 128 feet per day. Recharge is believed to occur predominantly from the North Uplands while discharge occurs in the Cedar Valley via upward flow to the alluvial aquifer east of the bedrock narrows. Other recharge and discharge points may exist. The DOH contamination susceptibility rating of the Maplewood Aquifer is low. 6.1.5 Maplewood Wells The City has three Maplewood wells (PW -1 1, PW -12, and PW -17), which have pumping capacities of 2,500 gpm, 1,600 gpm, and 1,500 gpm, respectively. These wells are screened at depths ranging from 284 to 344 feet. The City has a permit for a water right at this location for Well 10_ The City has no current plan to develop this well. 6.1.6 well 5A Well 5A is located near the northern city limits east of Lake Washington. This well has a pumping capacity of 1,500 gpm and is completed in a sand and gravel aquifer zone approximately 280 to 390 feet below ground (about -42 to -152 feet mean sea level). The aquifer zone is overlain by stratified glacial deposits of fine to coarse sand and gravel layered with silt and clay. The recharge area for Well 5A is not known but there are some indications that the well may be withdrawing from the Maplewood production aquifer, which is believed to extend northeasterly from the Maplewood area. The DOH contamination susceptibility rating of Well 5A is low. February 13, 2012 - DRAFT 6--3 pw:IlCarollolDccuments/CllenUWA/Rentonl8595AOOIDelWrableslChapter &Ch06.docx 6.2 CONDITION OF SUPPLY SOURCES The City has capital improvement and maintenance programs to upgrade and to maintain its sources in good condition and to comply with water quality criteria. During the last 21 years, the City has upgraded the treatment systems at its Springbrook Springs and all downtown wells. This includes modernization of the disinfection systems and the addition of sodium hydroxide for pH adjustment to reduce the corrosivity of the water. Water treatment improvements to remove hydrogen sulfide, manganese, and ammonia from the Maplewood wells (PW -1 1, PW -12, and PW -11 7) were completed in 2006. The Maplewood treatment system is able to deliver up to 3,000 gpm to the distribution system. The plant has provisions to allow adding additional filters in the future to increase the capacity to 5,500 gpm. There is no plan to provide additional treatment for Well 5A within the next six years. Adding this treatment will be examined again during the next Water System Plan update. Included in this six-year plan are projects to provide Wells EW -3, PW -8 and PW -9, and Springbrook Springs with primary disinfection (log 4 virus removal). The planned method will be by providing additional chlorine contact time to achieve the required combination of chlorine concentration and contact time for primary disinfection. 6.3 CAPACITY OF SUPPLY SOURCES In general, the City's sources are equipped with pumping capacity to deliver the certificated City water rights (or in the case of the Maplewood wells — the permitted Qi flows) to the distribution system_ The installed pumping equipment has the capacity to deliver the water equal to the peak day requirements of the Renton system through 2025. However, without obtaining water rights certificates for the three Maplewood wellfield wells not all of this installed capacity can be utilized. For the current planning period the City plans to use the Maplewood wells as alternate sources only and to revisit perfecting water right certificates during the next planning period. The combined instantaneous withdrawal from the Cedar River sources and the Maplewood sources will not exceed the certificated Qi water rights of the Cedar River sources. The same is true with regard to annual (Qa) withdrawals. At present, Well 5A is only used for back-up supply because of the water quality issues mentioned in Chapter 2 of this plan. Well 4 was decommissioned in 1962. Although the City is currently not utilizing the water right associated with this well, the City could drill a new well in the future if needed. This would provide an additional 170 gpm. During the current planning period the City anticipates that on infrequent occasions the demand will exceed the Qi water rights of the Cedar River sources and Springbrook February 13, 2012 - DRAFT 6-4 pw:f/CarollafDocurnents/Client/'AlRenton18595AODIDeliverah{eVChapter 6/ChO6.docx Springs. During these periods the City plans to meet the demand by purchasing wholesale water from Seattle Public Utilities. See the discussion of this source below. 6.4 WATER RIGHTS The State Water Code, as outlined in Title 90 of the RCW, states that all surface and ground waters of the state are the property of the public. It is, therefore, the policy of the state to promote the use of the public waters in a fashion that provides the maximum benefit arising from both diversionary uses of the state's public water and the retention of waters within the streams and lakes in sufficient quantity and quality to protect in -stream and natural values and rights (90.03.005 RCW): The state takes responsibility for determining who, among the various competing basin stakeholders, is allowed to use, divert, or consume the water. When an application to obtain water rights is submitted to the DOE, the date of receipt of this application establishes the priority of the water right. Prior to the development of a source of supply, a temporary permit is issued by DOE to construct, develop, and test the supply source_ A water right may then be issued following a thorough review process, a determination of the amount of supply that is put to beneficial use, and the impacts on the various other basin stakeholders. This water right establishes the priority use of the water, and becomes an appurtenance to the property. Renton has developed independent water sources in order to maintain greater control over the management and costs of its water supply. Through the development of independent sources of supply the City strives to protect the public health, ensure adequate water supply to meet the requirements of its customers, and support the economic prosperity of the City. Consistent with DOE's procedures for issuing water rights, all of the City's water rights specify a Qi and a maximum Qa. In issuing recent water rights certificates to the City, DOE has conditioned the permits with a limitation on the total withdrawals by the City of 14,809 acre feet per year, recognizing the City's water rights may have an impact on the flows in the Cedar River. The Cedar River is an important regional resource, being the major source of supply for the SPU regional water system and a number of other uses; instream flows are important to anadromous fish and the management of water levels in Lake Washington. Copies of the City's water rights certificates and permits are in Appendix E. 6.4.1 Existing Water Rights The City has 13 water right certificates and five permits. A summary of the City's existing water rights for municipal supply is presented in Tables 6.1 a and 6.1 b, respectively. The total instantaneous flow rate from the certificated rights is 15,152 gpm. The annual rights equal 14,809 acre feet per year, which was set by DOE and is less than the sum of the City's annual rights shown on its certificates. February 13, 2012 - DRAFT 6-5 pw:lfCaroilo/DocumentslClienbWNRentonl8595AaD1DeliverableslChapter 61CK6-dou I r LL Q N Q N M w LL as , N H O .--. A Q 7 > 00 CY C 00 H a ED 0 E 0 a a� w E 0 . -- E 42 So E CD N E O � 0 N � � CD Ch CD e - Ci Ec � R m � p c � o E U: E 0 E w a O M M N/.� �% a LSV X^d c LO LO LU 7i Qa `� `� u� 5, m O 00 (D ti (D r7 00 C) (D co r) Ci CO n o v o C) O N w N w 00 O N a) o co O w cd S cD (D LO 00 LC) T O 3 ti M O f� CD 00 N m r T T N M co N T OOD r N (C 'r r r T T E T r L d w•' t9 � 3 0 u. 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N N N M Cl (Ua CTS❑ p i N i.3 :, mIU H _ P- co LL cn J J uA d CA Y w a- V) CI) m W m3: Cl a ❑ Cn CA H z 3 - February February 13, 2012 - DRAFT 6-7 pw:l7CarollolDocurrentslClient'WNRen1on18595A001DeliverableslChapter 61ChO6.docx All of the City's certificated water rights are currently being used to provide supply with the exception of the Well 5A, Well 4 and the Springbrook Creek surface water right. The City has a permit for Well 10, but it has not yet been developed. Well 4 was abandoned and therefore the City is not using the water right associated with this well. Well 5A is currently not being used due to water quality issues. The water right for Well EW -3 was transferred to the new wells RW -3, RW -1, and RW -2. However, in accordance with the water right certificate, EW -3 continues to be maintained should it be needed to intercept contaminants that could affect the other wells_ EW -3 can also be used as an emergency supply after notifying DOE, in the event that the City's other sources fail. In 2005 the City staff met with the staff of the Northwest Regional Office of the Department of Ecology to discuss finalizing the wellfield management plan (operating plan) for the Maplewood wellfield. At that time the City was informed by DOE that the method for monitoring in -stream flows in the Cedar River that was prescribed in the Reports of Examination for the permits for wells PW -11, PW -12 and PW -17 and which the City had been following was not capable of measuring the impact of the well pumping on the in -stream flows. As a result, the City requested and was granted an extension on the permits for the wells. For this six-year planning period no additional water rights for these wells will be actively pursued. The wells will be used for alternatives to the Cedar River wells (RW -1, RW -2, RW -3, PW -8, and PW -9) combined withdrawals (Qi and 1 or Qa) will not exceed existing water rights for the Cedar River wells. 6.4.2 Forecasted Water Rights Renton's forecasted water rights are shown on Tables 6.2a and 6.2b. The City does not anticipate applying for any new water rights or changes to its existing water rights. In 1997, the City had applied for a change of place for several of its water rights, but since then it has withdrawn those applications. The City's forecasted water rights are the same as its existing water rights with the exception of interties. The City estimates that it will begin to exceed its annual water right of 14,809 acre-feet (equivalent to 13.22 mgd ADD) as soon as 2041 or as late as 2081. The water rights for Well 5A account for 2,320 acre-feet of the 14,809 total. If the City does not pursue additional treatment for Well 5A and does not redevelop Well 4, the available annual water right will be 12,216 acre- feet (equivalent to 10.91 mgd ADD). Under this scenario the City would exceed this usable annual water right as soon as 2027 and as late as 2061. The estimated existing system -wide peak hour demand exceeds the City's instantaneous water rights by 91 gpm (by 2,793 gpm when compared to existing on-line sources). Currently the difference in supply capacity and peak hour demands is met by the City's storage. In 2031, the peak hour demands will exceed the instantaneous water rights by approximately 4,290 gpm (by 7,490 gpm when compared to existing on-line sources). The City plans to address the forecast difference between Qa water rights and annual demand by purchasing water for Seattle Public Utilities. To address the forecast difference between Qi water rights and demand, the City plans to construct additional storage and purchase water from SPU. Additionally, the City will further evaluate the timing of capital improvements to address the water quality problems of Well 5A. February 13, 2012 - DRAFT 6-8 pw:!lCarollofDocurnent CAienUWNRentonl8595A001Deliverab€WChapter 51M&docx F - LL 9 �► as a E o U) Do r�sx 07 Cb O C N Q 4 OS � c 3 Qi � o E .LD 0 LL E Q- •O w H C 0O d = = c N (b CI R E 0= C d N E w d Ci y 0 W :M O C 13 W . o N j w .�. C C ti m CY N Oi or E �-r 7+ r 0 O 0�0 OOOw N 7 eo ip r r 7 o: C mM a m D m y M N CD cu ... 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T N v r G) w E ++ O = ma c a a a �O o O o o coo C) o O o poi N, -6 Q '� m CV) v �_ N °' E 0:3 E 1 0. v E G o o o a a a o o 0 `O o `n o 0 0 a 0 av o o (3) O L to G O CJ N r r LLQ G O E 3 CO .••. m cf m N w co r Q1 N m N CO m N Ln CC U-) r ti Cp (D IT M ai G "••' Cp r r Lr r r r r r r r r C7 r C7 o m C m L[7 V N J= aC ; L _ r E 02 E CL w �% c. E 2�� o o N 0 o O N C) 0 rn o a a a `n G co G C r M aoa o T N r r (1f T [1J •o 2 rL W C N 5' a0+ w w Q y a) N 0 N a) (6 °� w m m m i6 m f6 m m C ,v w �+ 3 IL tm O cn O cn N U) N cn N U) O cn 0 U) O 0 w W m o d O O O OO O O O O O p N O O'er 2-' w Z w 3 C Ed U U U U U U U U U U eco _ Z m a w CL 0 V JCL 0 O N Z �[M m CM w * 1r rn *k M *k co *k M *k Cr *k Cr *k p p m ep q� a d m �+ U) ar m� Z CO m W co R N co U) m@ (O U) U] a m U) a. m Cn r� m N — �n n m E -q) "� N (� A cc *0 G (�6 ❑ _IL m = a. ❑ pa > D > � �a » �a ❑ a ❑ oa Z) pa � X � C CE as N ..�._ F — ui LL U) J U) �.. w t- U} O_ {n cn m cn m Ui a F- d Y ❑ U) U) ❑ February 13, 2012 - DRAFT 6-10 pw:IlCarollolDocumentslClientANA/RentonB595AOQ7aellverabieslChapter 61ChO6.docx In April 2011, the City renewed its wholesale water contract with SPU for another 50 years. Via the new contract, the City will be a full participant in the regional water conservation program led and managed by SPU. The City's customers will have full access to all the water conservation programs, including rebate programs, the regional program has to offer. The City anticipates a significant decrease in consumption as a result. Additionally, the contract provides for the sale of water to Renton. Renton plans to meet its water demand needs which cannot be met by way of its own sources of supply and / or via storage by purchasing water from SPU. Currently, the City has ten metered connections to SPU transmission mains. See Table 2.3 for specific information. Please refer to Chapter 7, System Analysis and Chapter 9, Capital Improvement Program, for further discussion of projected system deficiencies in the context of source of supply and water rights_ 6.5 INTERTIES The City's interties are described in Chapter 2 as part of the description of existing facilities. The following is a summary of recent upgrades made to some of the interties with SPU: in 2410 a flow control valve and the related SCADA interfaces were added to the Longacres Bow Lake Pipeline connection (PRV Station 24) and in 2011 flow meters and the related SCADA interfaces were added at the Tiffany Park Booster Pump Station (connection to SPU Cedar River Pipeline No 1) and at the Fred Nelson Booster Pump Station (connection to the SPU Bow Lake Pipeline — a.k.a. Cedar River Pipeline No. 4). The City and Seattle Public Utilities signed a wholesale supply contract in May 2 011. The contract provides for SPU to supply water to the City of Renton_ The contract period is 2012 through 2062. The City plans to use this suppl y to meet demand above its existing wate r rights in combination with additional equalizing storage. 6.6 WATER QUALITY PLAN AND TREATMENT The City of Renton performs regular water quality monitoring of its system as described in Chapter 8, Operations and Maintenance, and as required by WAC 246-290-300. The City's water quality at its supply sources, storage facilitiesr and within its distribution system satisfactorily meets state and federal requirements on a regular basis. The City maintains water quality within its system through the following approaches: Routine system flushing within its distribution system in order to maintain satisfactory water quality. 2. A main replacement program to eliminate dead end mains and replace cast iron, asbestos cement, and old steel pipes. February 13, 2012 - DRAFT 6-11 pw.7iCarotlolDocumentslCiien11WA/Rentonl6595AOO1DeliverablesrChapter 6/Ch06 docn 3. Installation of pH meters at all well sites in order to better manage pH and as a result reduce corrosion within the system. It is recommended that the City take the following actions as part of its water quality planning programs: The City should continue to track proposed new water quality laws, such as revisions to the Total Coliform Rule and Lead & Copper Rule, and other rules and regulations being considered by the FPA and DOH (e.g., contaminates being examined UCMR 3) in order to plan for any impacts on its water system and its operation to ensure planning is in place to comply with the potential impacts of these regulations. At this time it is not possible to determine the impact of several proposed rules. The City should continue to implement its corrosion control treatment improvements as necessary to reduce levels of corrosion within the distribution system and private plumbing. 6.6.1 Existing Water Quality A review of the City's water quality testing records indicates that overall water quality is excellent with only minor problems related to aesthetic problems caused by iron, manganese, and hydrogen sulfide. These are secondary contaminants that do not affect public health. Consequently, treatment is necessary only to minimize nuisance and aesthetic related problems such as odor and discoloration_ All testing for bacteria (total coliforms) has been less (1.3%) than the MCL (5%) during the past six years. However the City's water is corrosive, and therefore is treated to prevent corrosion -related water quality problems. 6.6.2 Treatment Gaseous chlorine or sodium hypochlorite (Maplewood wells) is added to all of the City's sources for disinfection and sodium fluoride is also added to prevent dental caries / cavities. Sodium hydroxide is added at Wells RW -1, RW -2, RW -3, PW -8, PW -9, and EW -3, as well as at Springbrook Springs, to raise the pH of the water delivered to the distribution system for pH control. The Maplewood treatment facility treats water from wells PW -11, PW -12, and PW -17. The Maplewood Treatment Plant: Removes hydrogen sulfide by converting it to sulfate by adding oxygen (granular activated carbon is used as a catalyst). Removes manganese using green sand filters. Converts ammonia in the water to nitrogen gas by reacting it with sodium hypochlorite in a contact basin. February 13, 2012 - DRAFT 6-12 pw,llCarollolDocumentslClienVWAlRentonl8595ACO)Deliverables/Chapter 61ChMdocx A sequestering agent (Aqua Mag) is used in Well 5A to treat for iron and manganese, Since there is also naturally occurring ammonia in the water at Well 5A, the chlorine dosage is set to create monochloramines for disinfection. From an aesthetics perspective the existing treatment is marginal (taste, odor and staining problems still exist). Because of this the source is used sparingly. Aqua Mag is also added at the West Hill Booster Pump Station and PRV Station 20 in the Renton Hill area for corrosion control because of the significant number of cast iron distribution pipelines in these areas. 6.6.3 Water Quality Monitoring The City has implemented a comprehensive and proactive water quality monitoring program. It includes monitoring for operations, regulatory monitoring to meet the requirements of the federal Safe Drinking Water Act, and monitoring to manage the City's aquifers. Monitoring operations measure chlorine levels and pumping rates for each production well, sample polyphosphate levels, and take pH measurements as part of the corrosion control program. Regulatory monitoring measures bacteria, organic and inorganic chemicals, trihalomethanes, and disinfection byproducts radionuclides, lead and copper in the water. The sampling is performed at locations and with the frequencies required by state and federal regulations. Aquifer monitoring is used to identify any contamination and to track water level of the aquifer in compliance with state and federal drinking water rules. This program is described in detail in Appendix N of this Water System Plan Update. Water quality sampling is the responsibility of the water maintenance supervisor and is carried out on a daily basis by a team of utility technicians. In addition to ensuring that water treatment and maintenance are performed effectively, the water maintenance supervisor is responsible for ensuring that monitoring is carried out and for managing water quality data and records both for routine and special monitoring programs. The Water Maintenance Division maintains a water quality laboratory located at the City shops building at 3555 SE 3rd Avenue. The City's water quality laboratory is equipped to do analysis for turbidity, chlorine residual, fluoride residual, pH, and temperature. Microbiological and certain physical and chemical parameters are analyzed by locally contracted commercial laboratories. This approach has worked well for meeting the City's sampling and testing needs. The City also maintains nine mechanical type well sampling pumps for extracting water quality samples from monitoring wells. These pump units can be used for the collection of all types of water quality samples, including volatile organic chemicals. A detailed description of the water quality sampling methods, the sampling locations, sampling frequency, and record keeping procedures are listed in the Drinking Water Quality Monitoring Program included as Appendix H. The estimated costs for the City's water quality monitoring are included in Chapter 8, Operations and Maintenance. February 13, 2012 - DRAFT 6-13 pw:I)Carolia/DocirmntFJClien VWAIRenton16595ADOIDeliverables/Chapter 6)ChD6.docx 6.6.4 Corrosion Control Program 6.6.4.1.1 Lead and Copper Rule In the past there were relatively high copper levels, and occasionally high lead levels, at home taps because of the relatively low pH of the downtown wells (RW -1, RW -2, RW -3, PW -8, PW -9, and EW -3) and Springbrook Springs water supplies. The raw water pH range is 6.3 to 6.6 for the downtown wells and about 7.2 for the Springs. Treatment with gaseous chlorine depresses the pH to slightly below the 6.3 to 6.6 range. Without pH adjustment, the levels in the distribution system typically range from 5.9 to 6.4. Water with pH less than 7.5 is aggressive in leaching copper and lead from the pipelines. A secondary corrosion -related concern is iron levels and associated colored water occurrences in areas of the distribution system with old, unlined cast iron and steel pipe. Lower pH levels often cause heavy corrosion of the iron and scale buildup, which can result in red water complaints when flushing or if there are surges in flow in the pipelines. 6.6.4.1.2 Corrosion Protection: Source of Supply As a result of the low pH levels, the City has added corrosion control treatment to its downtown wells and Springbrook Springs. Sodium hydroxide is added to these sources to raise the pH to between 7.5 and 7.7. The pH of the raw water from the Maplewood wells (PW -11, PW -12, and PW -1 7) is approximately 8.1 and that of the treated water is about the same. Well 5A water has a pH of approximately 8 and phosphate inhibitor can be added. The Corrosion Control Recommendation Report (March 1995) found that no additional corrosion control treatment processes are required for these sources. 6.6.4.1.3 Corrosion Protection: Distribution Mains Since about 1976 the City has required that all water mains installed in the City be cement - lined ductile iron pipe. Additionally, since 1980 the City has required that water mains installed in high resistivity soils be wrapped in polyethylene. Beginning in 1994, the City specifications have required that all water mains be wrapped in polyethylene. These requirements were established to reduce the internal and external corrosion of water mains. In a few of the locations where the City's water mains are within the influence area of other utility lines that are protected with impressed current cathodic protection systems, the City's water mains are electrically bonded and/or protected with sacrificial anodes. Test stations are installed. Testing is random and infrequent at this time. 6.6.4.1.4 Corrosion Protection: Steel Reservoirs and CT Pipeline Three of the City's seven steel reservoirs are protected with impressed current cathodic protection systems (Mt Olivet, Highlands 565, and Rolling Hills 590). The West Hill reservoir has an impressed current cathodic protection system installed, but so far there has not February 13, 2012 - DRAFT 6-14 pw:IfCarollolDocumentslClientfWA/Rentonl8595AOOIDeliverableslChapter 6006.dou been a need to energize it. The seven reservoirs are inspected by a corrosion control consultant approximately every five years. The inspections examine the protective coatings as well as the cathodic protection systems. The interior and exterior protective coatings are repaired and/or replaced as recommended by the consultant. Impressed current systems are checked annually. Adjustments and maintenance actions are made to the impressed current systems based upon the consultant's recommendations. The CT Pipeline used to provide primary disinfection for wells RW -1, RW -2, and RW -3 has an impressed current cathodic protection system installed but there has not been a need to energize it. 6.7 STATE AND FEDERAL REGULATORY REQUIREMENTS This section presents the current water quality standards of DOH and the EPA through the Safe Drinking Water Act (SDWA). The City should continue to track new water quality regulations, offer comments on draft rules as appropriate, and plan for any additional monitoring and/or treatment as may be required. The following subsections contain descriptions of specific rules that are new or pending or have special requirements for the City in addition to requirements of the federal SDWA. All rules that are included in the SDWA and that apply to Renton are shown in Table 6.3. Water Quality Monitoring Report for the Year 2011 (Appendix H) provides an illustration of the current monitoring requirements for the system as well as State Waivers that currently apply to the system. 6.7.1 Total Coliform Rule The City's water system is classified as a Group A public water system according to DOH. Drinking water samples must be collected for bacteriological analysis from representative points in the distribution system at regular time intervals. The number of water samples is dependent upon the population being served by the system. The City is required to have a Coliform Monitoring Plan on file and approved by DOH. This plan identifies coliform monitoring locations and sampling procedures. The City's Coliform Monitoring Plan is included as Appendix A of the Drinking Water Quality Monitoring Program, Appendix H of the Water System Plan. Testing for bacteria (total coliforms) has been less than the MCL (5%) during the past six years. The range has been between 1.0% (in 2010) and 3.3% (in 2008) with the median being 1.5%. 6.7.2 Stage 4 & 2 Disinfectants and Disinfection Byproducts Rules Because Renton uses chlorine for disinfection, it needs to meet the requirements of the Stage 1 and Stage 2 Disinfectants / Disinfection Byproducts Rules (D/DBPR). It meets these requirements of the Stage 1 D/DBPR and has been collecting and testing samples in preparation for meeting the Stage 2 D/DBPR. For the City of Renton routine monitoring for the Stage 2 D/DBPR begins on October 1, 2012. See Appendix H, Drinking Water Quality Monitoring Program of this plan for details. February 13, 2012 - DRAFT 6-15 pw:l7CarcllolDocumentrfClion VWNRenton1A595A00lDeliverables/Chapter WhMdocx Table 6.3 Existing and Future Requirements of the Safe Drinking Water Act Regulation Effective I Regulation Summary and City Status Compliance Dates Existing Requirements Total Coliform Rule Effective December 9990 . The City meets the requirements of (TCR) this rule. Ground Water Rule Effective November . The City meets the requirements of 2006. this rule. Compliance by November 2010. Inorganic Chemicals Various . The City meets the requirements of (IOCs) the rules regulating these contaminants. Arsenic Rule Effective January 2001. . The City meets the requirements of Compliance by January this rule. 2006. Radionuclides Effective December The City meets the requirements of 2003. the rules regulating these Compliance by contaminants. December 2006. Lead and Copper Rule Various . The City meets the requirements of the rules regulating these contaminants. SOCs and VOCs Various . The City meets the requirements of the rules regulating these contaminants. Stage 1 Disinfectants / Effective December . The City meets the requirements of Disinfection 1998. this rule. Byproducts Rule Compliance by January 2004, Stage 2 Disinfectants I Effective January 2006. . Renton is a "Schedule 2" system. Disinfection Compliance by October Received 40130 Certification_ Must Byproducts Rule 2012. submit a Stage 2 DBPR Compliance Monitoring Plan to DOH and begin complying with the monitoring requirements prior to October 1, 2012. 0 Must begin complying with rule requirements to determine compliance with the operational evaluation levels for TTHMs and HAA5s prior to July 2013. Lead and Copper Rule As per the Washington . The purposes of the proposed Short - Short -term Revisions State DOH the Term Revisions are: clarifying anticipated effective date February 13, 2012 - DRAFT 6-16 pw:llCarollolDxumenWCliert WAlRentonlB595A061DellverabieslChapter UD06,dou Table 6.3 Existing and Future Requirements of the Safe Drinking Water Act Regulation Effective I Regulation Summary and City Status Compliance Dates is October 2011. monitoring requirements, improving consumer awareness and modifying lead service line replacement requirements. Future Requirements Revisions to the Proposed rule • The City is monitoring the Total Coliform Rule published July 14, development of the rule. (RTCR) 2010. . The City does not anticipate any Final rule scheduled problems complying with the for promulgation in revisions. 2012. Perchlorate In 2009 the EPA . The City is monitoring the decided to reverse its development of the rule. prior decision not to . The City tested all of its sources for regulate perchlorate. perchlorate in 2002 and 2003 (and In February 2011 the Maplewood Well field in 2009) and did EPA decided to not detect any perchlorate. regulate perchlorate. In its February 2011 announcement the EPA stated it expects to publish a proposed regulation by February 2013 and promulgate a final regulation by August 2014. Lead and Copper EPA published final . The City is monitoring DOH's Rule Short -Term rule changes in implementation of the rule. Revisions October 2007. . Potential changes: flushing guidance DOH plans to and sample collection after service implement changes line replacement, lead service line prior to the October replacement programs, sample site 2011 deadline. criteria, corrosion control guidance, and tap sampling issues. Unregulated As proposed the The City is monitoring the Contaminant sampling would occur development of the rule. Monitoring Rule 3 during the period 2013 (UCMR 3) through 2015. The proposed monitoring includes two viruses and 28 unregulated chemical February 13, 2012 - DRAFT 6-17 pw:I)Garolicl cumenis/ClientlWNRenion/8595ADOiDeliverableslChapter6006.dxx Table 6.3 Existing and Future Requirements of the Safe Drinking Water Act Regulation Effective / Regulation Summary and City Status Compliance Dates contaminants. Fluoride The US Department of Health and Human Services has requested comment on lowering the recommended level of fluoride to 0.7 mg/L. • The City is monitoring both the EPA and DOH response to the request. 6.7.3 Ground Water Rule The Ground Water Rule went into effect November 1, 2010. The City is complying with the rule. The City plans to add 4 -log treatment of viruses and compliance monitoring to the following sources: PW -8, PW -9, EW -3, and Springbrook Springs. The following sources already have 4 -log treatment of viruses and compliance monitoring: RW -1, RW -2, RW -3, PW -11, PW -12, and PW -17. See Chapters 2, Existing System and Chapter 9, Capital Improvement Program for discussion of the addition of treatment and Appendix H, Drinking Water Quality Monitoring Program of this plan for details_ 6.7.4 Radionuclides Rule The City is complying with the rule. During the last sampling and testing period (.dune 2010) the levels of Gross Alpha particles and Radium 228 were below the detection limit. See Appendix H, Drinking Water Quality Monitoring Program of this plan for details. 6.7.5 Inorganic Chemical Analysis The City is required by DOH to take samples for inorganic chemical analysis at the source after treatment_ The complete inorganic chemical and physical analysis shall include the primary and secondary chemical and physical drinking water contaminants. The analyses on its well sources must be performed is every three years, except that nitrate must be monitored annually. 6.7.6 Organic Chemical Analysis Volatile organic chemicals (VOCs) and synthetic organic chemicals (SOCs) are monitored in all of the City's wells. Organic chemical monitoring standards require one sample every 3 months during the first 12 months. However, if no contaminants are detected in the first sample of a groundwater source, the purveyor shall sample that source once more during the 12 -month period. If no chemicals are verified after the initial 12 months of monitoring, the purveyor shall monitor each source at least once every 36 months. Water must be sampled from each source and must be collected after the water has been treated. February 13, 2012 - DRAFT 6-18 pwJlCamllolDocuments7GientNVAlRenton18595AD01Deliverables!Chapter 6/Ch06.dxz Recent chemical analyses of the City's supply sources show no contamination from VOCs or SOCs. The City must test for trihalomethanes at all wells once a year since they are chlorinated. In the late 1980s tetrachloroethylene (PCE) was detected in the downtown wells. The source was found to be condensate from a dry cleaning business that leaked into the ground through a broken side sewer. In 1997 PCE was detected in the downtown wells again_ This time the source was determined to be a wash water basin at the Stoneway Concrete site adjacent to Cedar River Park. Well 8 was continuously pumped to waste to clear up the contamination. Recent VOC tests of the downtown wells do not show any PCE contamination. Positive tests for VOCs occurred at PW -5A in 1994. The positive sample in PW -5A was determined to be from a poorly cured coating on the well casing. The City cleaned and purged the well and sandblasted the coating. The City flushes this well for approximately 20 minutes each time it is used prior to connecting to the system. Since this operational modification was implemented, no VOCs have been detected. The state has a susceptibility assessment program which enables water systems to bypass the required quarterly sampling for VOCs the first year. Reduced monitoring is allowed if a susceptibility assessment of the water system indicates a low or moderate vulnerability to contamination. The City submitted a susceptibility assessment to the DOH. Table 6.7 of the susceptibility assessment lists the ratings given to each well by the DOH and the required testing. These susceptibility ratings are also shown in the Water Quality Monitoring Report for the Year 2011 (Appendix H). Although the susceptibility of Well 5A to contamination is rated low, quarterly testing for VOCs continues to be required (when the well is being used) because of the earlier positive test. Ongoing quarterly testing is performed at the downtown wells and the Springs because of the medium to high vulnerability of these sources to contamination. The state has an area waiver program for SOC monitoring. Under this program, the City can reduce its SOC testing requirements (and costs) at its wells by participating in the funding of the area waiver program. Several City wells have received waivers to testing for SOCs (PW --5A, PW -11, PW -12, and PW -17). Renton is participating in the State Area Waiver Program for sources that did not receive a SDC waiver. Consequently, SOC testing at these wells has been reduced; the testing program for these sources is described in the City's Drinking Water Quality Monitoring Program, Appendix H. 6.7.7 Lead and Copper See discussion above and Appendix H, Drinking Water Quality Monitoring Program of this plan for details. 6.7.8 Future Regulations The City is monitoring the developments surrounding the following potential rules and rule changes: February 13, 2012 - DRAFT 6-19 pw:f/CiarolloiDocumentslClienYWiVRentonl8595AOOIDeliverahleslChapter 67Ch0UDa • Revisions to the Total Coliform Rule_ • Revisions to the Lead and Copper Rule. • Proposed Perchlorate Monitoring — not anticipated to effect the City of Renton. • Unregulated Contaminant Monitoring Rule 3 (UCMR3) List of Contaminants. Changes in the recommended fluoride dose. 6.8 WELLHEAD PROTECTION PROGRAM The 1986 amendments to the federal Safe Drinking Water Act mandated that every state develop a wellhead protection program to protect ground waters that serve as drinking water sources for public water supplies_ In 1994 DOH adopted Washington Administrative Code 246-290, which directed Group A public water systems using wells or springs to implement wellhead protection measures. The City of Renton prepared its Wellhead Protection Plan, which was approved by DOH in December 1999. An updated Wellhead Protection Plan is included in this Water System Plan as Appendix L. DOH stipulates that local wellhead protection programs shall, at a minimum, include the following elements: • A completed susceptibility assessment. • A delineated wellhead protection area for each well, wellfield, or spring. • An inventory of contamination sources located in the wellhead protection area that have the potential to contaminate wells or springs. • Documentation that delineation and inventory findings are distributed to property owners and regulatory agencies. • Contingency plans for providing alternate sources of drinking water in the event that contamination does occur. • Coordination with local emergency responders for appropriate spill response measures. Compliance with Wellhead Protection Program requirements is part of a broader City effort referred to as the "Aquifer Protection Program." The Aquifer Protection Program was established in 1988 when the Renton City Council designated Aquifer Protection Areas. The City continues to refer to its program as the "Aquifer Protection Program" rather than "Wellhead Protection Program" since elected officials and citizens are familiar with this term after many years of public education. It should also be noted that the Aquifer Protection Program substitutes the terms "1 -year Capture Zone," "5 -year Capture Zone," and 10 -year Capture Zone," as appropriate, for the term "Wellhead Protection Area." February 13, 2012 - DRAFT 6-20 pw:llCamllofDccumentuClien VWNRenton18545AQ0lCeliverableslChapter 61Ch06.dccx The City of Renton obtains most of its drinking water supply from shallow aquifers and a spring that are susceptible to contamination. The aquifer has received "sole source" designation from the EPA. As part of its Aquifer Protection Program, the City has enacted aquifer protection regulations to protect the aquifers used as potable water supply sources from contamination by hazardous materials. The regulations include restrictions on hazardous material quantities, storage, and handling; land use restrictions; facility operating standards; construction activity standards; fill quality standards; and other measures intended to prevent contamination. Other components of the Aquifer Protection Program include public education, aquifer water quality and level monitoring, coordination with emergency responders, and coordination with surrounding land use authorities on groundwater protection issues. Please refer to Appendix L for further details. 6.9 SYSTEM RELIABILITY Renton continues to meet its responsibility to its customers and as a water purveyor by addressing the reliability of the water system through the quality and condition of its facilities described earlier in this chapter, through system redundancy; and through the development and implementation of its Vulnerability Assessment and its Water Shortage Response Plan. 6.9.1 Reliability Efforts The City continues to provide reliable water service to its existing customers and plan for long-term reliability of its system for its sources and its distribution network. The City's primary supply is from its downtown wells, which provide water from the Cedar Valley Aquifer and Springbrook Springs. There is an emergency well (EW -3) that can be used in the event that the main wells are unavailable. In addition to the Cedar Valley Aquifer, the City can supply its system from two different sources within its service area, the Maplewood Aquifer (supplemental; not additive) and Well PW -5A. In 2007 the City added emergency electrical generation facilities to supply power to Wells RW -1, RW -2, and RW -3 and to Mt Olivet and North Talbot booster pump stations. See Chapter 2, Existing System and Chapter 9, Capital Improvements Program for further discussion of existing and planned emergency backup power. In addition to its own sources of supply, the City also has eleven existing interties with three neighboring water utilities (plus two 10 -inch supply lines to the Renton Boeing Plant from Seattle). The City is also actively participating in and is studying other options for reducing demands and/or providing additional supply. These options include the City's ongoing Conservation February 13, 2012 - DRAFT 6-21 pw:llCamilolDocumenWDienVWAIRenton18595AD01DeliverableslChapter 6006.docx Plan, a future aquifer recharge study, and the continuing examination of opportunities for the use of reclaimed water. 6.9.2 Water Shortage Response Planning The City developed a Water Shortage Response Plan in 1989 to meet its responsibility for planning for emergencies or other short- or long-term shortages that may occur. The City will update its Water Shortage Response Plan in 2012. 6.10 LONG-RANGE WATER SUPPLY PLANNING The City has been decisive and progressive in its water supply planning. As discussed elsewhere in this chapter, the City has pursued and secured independent sources of supply as well as supplemental sources and wholesale supply_ The City has pursued its independent acquisition of water sources in order to maintain control over this utility, which is vital to the public health and economic well being of its customers. An important consideration has also been concern with the cost of water supply and the desire to keep water rates low and competitive with neighboring systems and with the region as a whole. As discussed above the predicted range in time that the City's annual water rights will meet demand is large. Whether or not Well PW -5A is available as a source affects that predicted range. A key decision to be made is whether or not to invest in additional treatment for Well PW -5A or purchase larger amounts of water from SPU. Before investing a large amount of money for treatment of the PW -5A water the City will need to better determine the extent and capacity of the aquifer upon which the well draws. The City will pursue several different approaches to supplement its peak demand requirements (20 -year and longer planning period). This includes expanded conservation efforts and strategies, additional storage, the purchase of wholesale water from SPU, perfecting additional Qi water rights (Maplewood wells) and the possible use of other technologies such as reclaimed water and aquifer recharge. The City actively participates with other water systems on regional planning, supply, and operating issues. For example, Renton is a member of the East King County Regional Water Association and the Water Conservation Coalition of Puget Sound. Another example is the City's participation in the recent Puget Sound Regional Water Supply Outlook Study, which assessed the supply sources of the Central Puget Sound Region, explored ways that systems can support each other, and evaluated regional supply options to meet future needs. Under the City's new contract with SPU, Renton will be participating in the Seattle Regional Supply System (SRSS) via its attendance and participation at SRSS Operating Board meetings. February 13, 2012 - DRAFT 6-22 pw:llCarollolDocumerls/ClientWNRenicnI8595AOOIDeliverables!Chapter 6IChO6.docx 6.10.1 Regional Water Supply Issues The City of Renton draws its supply, primarily from aquifers in the lower reaches of the Cedar River Watershed. The Cedar Valley aquifer in particular is relatively shallow. However, there is no evidence from studies conducted to date that the City's water use has an impact on flows in the Cedar River. The Muckleshoot Indian Tribe has an interest in the Cedar River and its fishery resources. The Tribe is concerned with low stream flows that can affect water quality. Renton is monitoring the River as a condition of its water rights and will continue to cooperate with the other parties in the management of this resource. SPU is the regional water purveyor for much of King County. It serves most of the cities and water districts in the vicinity of Renton. Renton itself has agreements with Seattle for supply as already discussed. In recent years, SPU has implemented a successful conservation program that has delayed the need for new sources. The water utilities in the Puget Sound Region have individually and collectively addressed future sources of supply to meet their future needs. SPU has constructed a 120-mgd water filtration plant on its Tolt River source. This improvement in water quality meets current water quality standards and allows SPU to make better use of the Tolt source to meet existing and future demands. The City of Tacoma is the regional system to the south, serving much of Pierce County and some areas in south King County. Tacoma has completed construction of its second supply project. This involves a second supply pipeline from its Green River source which adds another 60 cfs of supply to the Tacoma system. The Tacoma Second Supply Project serves a number of water districts in south King County, some of which are also supplied by SPU. See: http:l/www.m)dpu.or-gAacomawatertwater-system/supply,/regional-water- suoDly/Default.htm The Growth Management Act requires cities in Washington State to prepare 20 -year plans for their future development, including the provision of adequate water supply to support this growth. This has raised concerns with many water utilities because they are often not consulted when the land use planning and economic development decisions are made for GMA and many water systems are reaching the capacity of their sources and don't have the necessary future capacity to meet GMA projections. In addition, the process of obtaining water rights in Washington State has become extremely difficult and time- consuming because of concerns over instream flows and the suspected influence of groundwater withdrawals on stream flows. The current situation has prompted water systems in the Central Puget Sound area to pursue new source development as a top priority. The Cascade Water Alliance was created several years ago with participation of many of the water systems in King County to pursue new regional supplies as an alternative, or in conjunction with SPU and Tacoma. Many of February 13, 2012 - DRAFT 6-23 pw:l7CarollolDocumenWDienUWAIRentont8595A00IDeliverahles!Chapter 6006.docx the same systems have also participated in the Puget Sound Outlook Study, which included water utilities in King, Pierce, and Snohomish Counties. As a resuft of planning by individual water utilities and the efforts of the consortiums mentioned in the previous paragraphs, a number of regional projects have been proposed. The following list describes two of these regional solutions: The Cascade Water Alliance has purchased water rights formerly held by Puget Sound Energy for hydroelectric generation on the White River, including storage in Lake Tapps and is currently working to get approval to use Lake Tapps as a municipal water supply. The Snohomish River Regional Water Authority acquired a 36-mgd water right formerly used by Weyerhauser (S1 -10617C) for its now abandoned plant in Everett. Various schemes have been proposed for delivering this water to utilities, including some in King County. Use of the water right continues to be under study. The water supply situation is continually changing with alternatives proposed, studied, and sometimes put on the shelf. A number of other alternatives have been considered including the North Fork Tolt River, Snoqualmie Aquifer under the Middle Fork of the Snoqualmie River, the North Fork Snoqualmie River, direct withdrawal from Lake Washington, and even sources as far away as the Skagit River. At the present time, none of these appear to be in serious contention as the next source due to water rights or environmental, cost, or institutional issues_ As a participant in forums proposing new supplies, the City of Renton is keeping itself involved and informed of new developments. It will make decisions and act as appropriate to preserve its current supply and/or to participate with other utilities in new or alternative source development. 6.11 RECOMMENDED WATER SUPPLY IMPROVEMENTS Recommended improvement projects for water supply can be grouped into the main areas of interties, water quality, and reliability. Specific projects associated with the supply projects are included in Chapter 9. It is recommended that the City maintain and/or renew its existing intertie agreements with adjacent purveyors as well as pursuing additional new interties in order to improve reliability and to help supplement future peak demands. This would include renewing its agreement with Seattle. System reliability can be improved through several approaches that include security and system redundancy. The City has identified several security improvements that are included in its six-year CIP. As redevelopment occurs, the City can improve system reliability by February 13, 2012 - DRAFT 6-24 pw:!lCarollUDocementslClienWVAIRentan18595AOOiDeliverables/Chapter 61Ch06.docx considering options for new PRVs and other control valves that provide additional supply to zones. Additional possible projects for improving supply reliability are aquifer recharge and the use of reclaimed water. The City has not investigated artificial aquifer recharge, but plans to proceed with a study within the next 20 years to look at the feasibility of such a project_ The use of reclaimed water has been attempted by the City with limited success to date. Feasible alternatives for using reclaimed water are not anticipated within the next six years. However, King County plans to perform a countywide reclaimed water feasibility study in which the City will participate, to identify any other potential reclaimed water users. February 13, 2012 - DRAFT 6-25 pw'.tiCaroilo/DocumentslClieniM'A1Renionl6595AOOIDeliverahleslChapter 61ChO6.docx Chapter 7 SYSTEM ANALYSIS 7.1 INTRODUCTION The purpose of this chapter is to summarize the City's water distribution system deficiencies, by evaluating the capacity of storage facilities, pump stations, and pipelines. The evaluation of the pipeline capacities was conducted using the City's hydraulic model. Evaluations of the remaining utilities were conducted in Microsoft Excel. Improvements identified in this chapter are summarized in the Capital Improvements Plan (CIP) in Chapter 9. 7.2 OPERATIONAL AREAS For the purpose of evaluating storage and pumping capacity, the City's water distribution system was divided into seven different operational areas, which feed fifteen pressure zones. Table 7.1 summarizes the various operational areas and their associated pressure zones. Figure 7.1 provides an overview of the City's operational areas and pressure zones; Figure 7.2 presents the hydraulic profile color -coded according to operational areas. Table 7.1 Operational Areas and Pressure Zones Operational Area Pressure Zone Valley Operational Area Valley 196 Pressure Zone West Hill 495 Operational Area West Hill 300 Pressure Zone West Hill 495 Pressure Zone Earlington 370 Pressure Zone Highlands 435 Operational Area Highlands 435 Pressure Zone Kennydale 320 Pressure Zone Kennydale 218 Pressure Zone Highlands 565 Operational Area Highlands 565 Pressure Zone Rolling Hills 590 Operational Area Rolling Hills 590 Pressure Zone Rolling Hills 395 Pressure Zone Rolling Hills 490 Operational Area Rolling Hills 490 Pressure Zone Scenic Hill 370 Pressure Zone East Talbot Hill 300 Pressure Zone Talbot Hill 350 Operational Area Talbot Hill 350 Pressure Zone Talbot Hill 270 Pressure Zone East Talbot Hill 300 Pressure Zone February 14, 2012 - DRAFT 7-1 prw,, iCarollo/DocumenWClient WAlRentonl8595ADOfDeliverableslChapter 71ChN-docx SE 72nd Sl m Q s� 3 Lake Boren e� - �G ! ! Ui Lake Washington ay Cree � F CoaltCreek�lntertie SAq dy Ld!/Py PW -5A �t i �l e Hl hl ,11 Z2 S 8angcr St l MG 435 a + Reservoirs Highlands'. Hazen C BPS w g90Q Rit eservo �� ` Highlands � < °`x 1 y 0:7+5 , Highlands . Skyway 5fi5 Reservoir .!Chlorination; Wholesale ,�, �� � �Facillty, 1 ` VY 901Renton' . 4 Hill West Will West BPS Reservoir�r Houser Munroe Way BPS Avenue`BPS J S 128th St _ Mt.OlivetSE 126th St Reservoir 1 { y EW -3 i Baein PIantMet r- r SWD Station #38 - g r 1 i i `RentonlSeattle East andWest3 PW -9 y ' 1 r PW -8 Intertie ' Green r RW,1! 2 &`3 ?a5 SWD Station #37 . Black River Forbay Ce ar River PW -12 Maplewood SWD Station #36 BPS I Maplewood `Chlorination Facility PW -11 t /I PW -17- Maplewood - Rolling Hills Clearwell ay Reservoirs 1., t 494 & 594 ., l: North Rollmg 6? ngb k Talbot BPS ? Hills BPS I :µ SWD Station #39' '. 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Wa W a O a W v U) mi JCL_ O y W J 2 y 2 _ j 2 z J q > w 3: i7 z t7 z O w ■ ■ ■ ■ im S ung BMp'a11.io�+d�I1nn.ap�CH-y_ga.�n61.��Hlbtt\04bS658�i' atl�luall� 7.3 PUMP STATION ANALYSIS The City's pump stations were evaluated to ensure adequate capacity is available to serve future demands. The City's design criteria is to provide sufficient reliable sources / pumps to provide the maximum day demand (MDD) for each operational area with the largest pump or source out of service. For the purpose of this study, the term 'reliable" refers to a pump station or source of supply that has back-up power. The term "redundant" refers to a pump station or source of supply that can meet demands with the largest pump or well out of service. This section describes the capacity of the existing system and system recommendations to meet identified deficiencies. 7.3.1 Existing System The source and pumping capacity of each operational area was compared to the projected MDD for 2017 and 2031 in the following sections. 7.3.1.1 Valley The Valley reliable sources include the Downtown Wells (total capacity of 11,400 gallons per minute (gpm) from RW1, RW2, RW3, PW8, PW9 and standby EW -3), Springbrook Springs (1,050 gpm) and the SPU connection at Bow Lake (2,800 gpm). The total reliable source capacity for the Valley Operational Area is 15,250 gpm. The largest of these sources is Well 8 at 3,500 gpm. When Well 8 is taken out of service, emergency well EW -3 can be placed in service (at 1,500 gpm) bringing the reliable, firm capacity of the Valley Operational Area to 13,250 gpm. In addition to serving the Valley Operational Area, the Valley sources also provide source capacity to all the higher zones with the exception of the West Hill 495 operational area_ For this analysis, the West Hill Operational Area is assumed to be served by the Dimmit BPS and the SPU connection as described in the following section_ The Valley sources need to supply the higher zones with 5,763 gpm in 2017 and 7,396 gpm in 2031. These supplies need to be accounted for when comparing the Valley sources with the Valley's MDD. This comparison is summarized in Table 7.2. As shown in the table, the available source capacity within the Valley is sufficient to fulfill the MDD of the Valley Operational Area and the higher Operational Areas that depend on the Valley sources_ 7.3.1.2 West Hill 495 The reliable sources within the West Hill 495 Operational Area include a 700-gpm SPU connection at Station 38 (PRV 35), 1,000 gpm from the West Hill BPS (the West Hill BPS only has sufficient back-up power for 1,000 gpm), and 1,600 gpm from Skyway's Dimmit BPS. The total reliable source / pump capacity of the West Hill 495 Operational Area is 3,300 gpm. Of these sources, the largest pump / source is the 1,000 gpm pump from the West Hill BPS, bringing the firm, reliable pumping ! source capacity to 2,300 gpm_ This February 14, 2012 - DRAFT 7-4 pw:llCarellciDocumenLslClientPNA/Renton1B595AOCIDeiiverahleslChapter 71ChO7.docx amount exceeds the MDD of the West Hill 495 Operational Area in both 2417 and 2031. A comparison of the projected MDD and the redundant source capacity for the West Hill 495 Operational Area is presented in Table 7.3, and demonstrates that there is sufficient capacity to meet the MDD in the West Hill 495 Operational Area. Table 7.2 Valley Source Capacity Analysis (Existing) 2017 2031 Projected MDD, gpm 3,590 4,306 Available Reliable Sources, gpm Downtown Wells 11,400 11,400 Springbrook Springs 1,050 1,050 SPU 2,800 2,800 Total Source Capacity, gpm 15,250 15,250 Redundant Source Capacity, gpm(') 13,250 13,250 Offsite MDD, gpm Highlands 435 Operational Area 2,444 3,083 Highlands 565 Operational Area 1,583«" 2,438(2) Rolling Hills 590 Operational Area 597 639 Rolling Hills 490 Operational Area 458(3) 507 (3) Talbot 350 Operational Area 681 (3) 729(3) Total Offsite Demands, gpm 5,763 7,396 Total Reliable, Redundant Capacity, gpm 7,487 5,854 Notes: 1. Largest source = Downtown Well 8 (3,500 gpm). If this well were to fail, its capacity could be partially replaced by Emergency Well EW -3 (at 1,500 gpm). 2. Assumed that the Highlands 565 MDD is reduced by 1,500 due to supply from Maplewood. The use of this supplemental supply plus 1,500 gpm from Emergency Well EW -3 (total of 3,000 gpm) used in conjunction with the remaining working Downtown wells is 500 gpm less the than the Qi water rights of the Cedar River Valley wells (11,400 gpm). 3. Sufficient capacity can be provided from the Valley, so that the SPU source is not required. February 14, 2012 - DRAFT 7-5 pw:11Carallal4ocumenWClientfWAlRentoNB595A0010eliverablesrChapter 71Ch07.docx Table 7.3 West Hill 495 Source Capacity Analysis (Existing) 2017 2031 Projected MDD, gpm 889 1,051 Available Reliable Sources, gpm West Hill BPS 1,000 1,000 Dimmit BPS (Skyway) 1,600 1,600 SPU 700 700 Total Source Capacity, gpm 3,300 3,300 Redundant Source Capacity, gpm 2,300 2,300 Notes: 1. Largest source = West Hill BPS since the largest pump at the Dimmit BPS is limited to a capacity of 700 gpm. 7.3.1.3 Highlands 435 The reliable sources within the Highlands 435 Operational Area include the Houser Way Booster Pump Station (BPS) at 4,800 gpm, and the Mt Olivet BPS at 4,350 gpm. The total reliable source / pump capacity of the Highlands 435 Operational Area is 9,150 gpm. Of these sources, the largest pump / source is the 2,050 gpm pump from the Houser Way BPS, bringing the firm, reliable pumping / source capacity to 7,100 gpm. In addition to serving the Highlands 435 MDD, the Highlands 435 sources also supply the Highlands 565 Operational Area. The Highlands 565 Operational Area can also be supplied from the Maplewood system (at 1,500 gpm, summarized in the following section). The Highlands 435 sources needed to supply the Highlands 565 Operational Area were determined by subtracting 1,500 gpm from the Highlands 565 MDD. The Highlands 435 sources need to supply the higher zones with 1,583 gpm in 2017 and 2,438 gpm in 2031. The comparison of the Highlands 435 sources to the Highlands 435 and 565 demands is summarized in Table 7.4. As shown in the table, the available source capacity within the Operational Area is sufficient to fulfill the MDD of the Highlands 435 Operational Area. February 14, 2012 - DRAFT 7-6 pw.llCaroflolDocurnentslClienUWArRentont8595ACO7 DeliverablesiChapter Wh07.docx Table 7.4 Highlands 435 Source Capacity Analysis (Existing) 2017 2031 Projected MDD, gpm 2,444 3,083 Available Reliable Sources, gpm Houser Way BPS 4,800 4,800 Mt Olivet BPS 4,350 4,350 Total Source Capacity, gpm 9,150 9,150 Redundant Source Capacity, gpm(') 7,100 7,100 Offsite MDD, gpm (Highlands 565) (2) 1,583 2,438 Total Firm, Redundant Source Capacity, gpm 5,517 4,662 Notes: 1. Largest Pump 1 Source is the Houser Way 2,050 gpm pump. 2. Assumed that Maplewood would supply 1,500 gpm of the MDD from the Highlands 565 Operational Area. 7.3.1.4 Hichlands 565 The reliable sources within the Highlands 565 Operational Area include the Highlands BPS (3,900 gpm) and the Maplewood system (1,500 gpm). The total reliable source capacity is 5,400 gpm. The largest source / pump within the operational area is a 1,500-gpm pump at the Highlands BPS, bringing the operational area's firm, reliable capacity to 3,900 gpm. The Maplewood system can either serve the Highlands 565 Operational Area or the Rolling Hills 590 Operational Area. For this analysis, it is assumed that it serves the Highlands 565 Operational Area. Additionally, the Maplewood Wells are considered part of the City's Cedar River Well system, which includes the Downtown wells (in the Valley). The total water rights for the Cedar River wells is 11,400 gpm. It was assumed that for the Valley, Well 8 was out of service (3,500 gpm) and Emergency Well EW -3 was in service. The total capacity used by the Valley for this analysis was 9,400 gpm, which leaves sufficient capacity within the Cedar River water right for 1,500 gpm from the Maplewood system. The comparison of the source capacity and demands for the Highlands 565 Operational Area is summarized in Table 7.5. As shown in this table, the Operational Area has sufficient source capacity for 2017, but will be deficient in capacity by 2031. February 14, 2012 - DRAFT 7-7 pw:I/Carollo/Documents aienUWAIRenton18595AWDelWrables!Chapter 71Chd7.dacx Table 7.5 Highlands 565 Source Capacity Analysis (Existing) 2017 2031 Projected MDD, gpm 3,483 3,983 Available Reliable Sources, gpm Highlands BPS 3,900 3,904 Maplewood 1,500 1,500 Total Source Capacity, gpm 5,400 5,400 Redundant Source Capacity, gpm(') 3,900 3,900 Notes: 1. Largest pump is the 1,500 gpm pump from the Highlands BPS. 7.3.1.5 Rolling Hills 590 The reliable sources within the Rolling Hills 590 Operational Area include the Rolling Hills BPS. The Rolling Hills BPS has four pumps (two 2,500-gpm and two 1,000-gpm pumps). Each pump has back-up power. However, only two pumps can be run at one time, bringing the total reliable capacity to 5,000 gpm and the firm reliable capacity to 3,500 gpm. The Maplewood system can either serve the Highlands 565 Operational Area or the Rolling Hills 590 Operational Area. For this analysis, it is assumed that they serve the Highlands 565 Operational Area. The comparison of the source capacity and demands for the Rolling Hills 590 Operational Area are summarized in Table 7.6, and as shown in this table, the Operational Area has sufficient source capacity for 2017 and 2031. February 14, 2012 - DRAFT 7-8 pw,llCaroilolDocuments/ClienYWNRentonl8595AtJOOeliverableslChapter DW7.dou Table 7.6 Rolling Hills 590 Source Capacity Analysis (Existing) 2017 2031 Projected MDD, gpm 597 639 Available Reliable Sources, gpm Rolling Hills BPS(1I 5,000 5,000 Maplewood (assumed in use for 565 zone) 0 0 Total Source Capacity, gpm 5,400 5,000 Redundant Source Capacity, gpm (2) 3,500 3,500 Notes: 1. The Rolling Hills BPS has 4 pumps (2 X 2,500 and 2 X 1,000 gpm). Each has back-up power. However, only two pumps can be run at one time. 2_ The largest pump is one of the 2,500-gpm pumps. If this pump is taken out of service, the remaining 2,500-gpm pump can be run along with one 1,000-gpm pump. 7.3.1.6 Rolling Hills 490 The reliable sources within the Rolling Hills 490 Operational Area include the North Talbot BPS at 4,183 gpm, and two SPU connections totaling 1,020 gpm (700 gpm at Station 36 and 320 gpm at Station 37). The total reliable source / pump capacity of the Rolling Hill 490 Operational Area is 5,203 gpm. Of these sources, the largest pump / source is the 1,750 gpm pump from the North Talbot BPS, bringing the firm, reliable pumping / source capacity to 3,454 gpm. In addition to serving the Rolling Hills 490 MDD, the Rolling Hills 490 BPS also provides source capacity to the Rolling Hills 590 Operational Area. The Rolling Hills 490 sources need to supply the higher zone with 597 gpm in 2017 and 639 gpm in 2031 _ The comparison of the Rolling Hills 490 pumping / sources to the Rolling Hills 490 demands is summarized in Table 7.7, which shows that the available source capacity within the Operational Area is sufficient to meet the MDD of the Rolling Hills 490 Operational Area. 7.3.1.7 Talbot Hill 350 The reliable sources within the Talbot Hill 350 Operational Area include the South Talbot BPS (7,800 gpm), 500 gpm from the North Talbot BPS and a 700-gpm SPU connection at Station 33_ The total reliable source / pumping capacity of the Talbot Hill 350 Operational Area is 9,000 gpm. One of the 3,500-gpm pumps from the South Talbot BPS is the largest pump within the Operational Area, bringing the firm, reliable capacity to 5,500 gpm. February 14, 2012 - DRAFT 7-9 pw:llCarollaftcumenir1ClientMAlRentan18595A0DIDelWrahleslChapter 7)ChO7.dacx The comparison of the source capacity and demands for the Talbot Hill 350 Operational Area are summarized in Table 7.8. As shown in the table, the Operational Area has sufficient source capacity for 2017 and 2031. Table 7.7 Rolling Hills 490 Source Capacity Analysis (Existing) 2017 2031 Projected MDD, gpm 458 507 Available Reliable Sources, gpm SPU North Talbot BPS 1,020 4,183 1,020 4,183 Total Source Capacity, gpm Redundant Source Capacity, gpm(') 5,203 3,454 5,203 3,454 Offsite MDD, gpm Highlands 590 Operational Area 597 639 Total Offsite Demands, gpm 597 639 Total Reliable Redundant Capacity, gpm 2,857 2,815 Notes: 3. Largest pump is the 1,750-gpm pump from the North Talbot BPS. 5,500 Table 7.8 Talbot 350 Source Capacity Analysis (Existing) 2017 2031 Projected MDD, gpm 681 729 Available Reliable Sources, gpm South Talbot BPS 7,800 7,800 North Talbot BPS 500 500 SPU 700 700 Total Source Capacity, gpm 9,000 9,000 Redundant Source Capacity, gpm(l) 5,500 5,500 Notes: 1. One of the South Talbot BPS 3,500-gpm pumps is the largest pump in the Operational Area. February 14, 2012 - DRAFT 7-10 pwalCarollo0ocumentVCIienVWNRentonfB595A0010eliverableslChapler 7007.dou 7.3.2 System Recommendations This analysis found that each of the operational areas had sufficient source / pumping capacity to meet the demands through 2031, except for the Highlands 565 zone, which was deficient by 83 gpm of capacity by the year 2031. For this identified deficit, it is recommended that back-up generators be added to the Monroe Ave BPS, which currently has an unreliable capacity of 2,500 gpm. Additionally for the West Hill 495 Operational Area, the City does not have sufficient sources / pumping within the zone to provide the MDD without resorting to the emergency intertie with Skyway. It is recommended that the City also add back-up power to the remaining two pumps at the West Hill BPS to avoid having to use the Skyway intertie for these emergency conditions. 7.4 STORAGE ANALYSIS The City of Renton reservoir storage requirements are based on the water system configuration, seasonal and daily variation in water -use patterns, and the reliability of various water system components. The following section describes the four components of storage, summarizes the capacity of the existing system to meet the storage needs of each operational area, and presents recommendations to address any identified storage deficits. 7.4.1 Elements of Storage Water storage volumes are comprised of four categories including Operational Storage, Equalizing Storage, Emergency and Fire Flow Storage, and Dead Storage. These components of storage are shown schematically in Figure 7.3 and are described below. 7.4.1.1 Operational Storage Operational storage is the volume used on a day-to-day basis to supply the water system while the sources of supply are in the "off' position. This volume is dependent on the sensitivity of the water level sensors controlling the pumps and is designed to prevent excessive cycling of the pump motors. The operational storage for the City's reservoirs was determined from the settings in the hydraulic model. These operational volume requirements are summarized in Table 7.9. February 14, 2012 - DRAFT 7-11 pw:/lCamllolDocurnenWCllenVWAlRentonl8595AWJDeliverablerJChapter 71CUTdou Table 7.9 Operational Storage Volumes Operational Operational Band, Reservoir Diameter, ft Height, ft Band, ft MG North Talbot (5.0) Varies 26.5 3.71 0.92 Mt Olivet (3.0) 113.5 37.2 0 0.00 West Hill (1.4) 48 103 16.48 0.22 Highlands (2.0) Varies 14.5 2.03 0.40 Highlands (1.5) Varies 14.7 2.23 0.34 Highlands (0.75) Varies 35 5.59 0.10 Hazen (4.2) 80 111.8 5.59 0.21 South Talbot (1.5) 100 27 3.51 0.21 Rolling Hills 590 (0.3) Varies 28 2.75 0.02 Rolling Hills 490 (3) 119 26.5 5.84 0.49 February 14, 2012 - DRAFT 7-12 pw:IJCarolloll7ocumenWCliert(WA/RentonB595AOOlDelivorables)Chapter 7007,dou PATH & FILE NAME Storage while supply sources are off Storageto meet peak hour demands that exceed supply Nested storage for emergencies (e.g. fire, loss of main supply source) Storage unavailable to highest served customer at 20 psi FIVE TYPES OF STORAGE REQUIRED FIGURE 7.3 CITY OF RENTON WATER SYSTEM PLAN UPDATE 7.4.1.2 Equalizing Storage Equalizing storage volume is the total volume needed to satisfy the Peak Hourly Demand (PHD) that exceeds the capacity of the supply system. The State of Washington Administrative Code (WAC) 246-290-253 requires that Equalizing storage be provided to provide peak demands and WAC 246-290-230 (5) states: New public water systems or additions to existing systems shall be designed with the capacity to deliver the design PHD quantity of water at 30 psi (210 kPa) under PHD flow conditions measured at all existing and proposed service water meters or along property lines adjacent to mains if no meter exists, and under the condition where all equalizing storage has been depleted. Equalizing volume requirements were calculated for each reservoir based on the following equation: 150 min x (PHD — firm, reliable sources) where the PHD was calculated based on peak hour to max day peak factors measured for each operational area. Table 7.10 summarizes the calculated equalizing volumes for each operational area for the years 2017 and 2031. Table 7.10 Equalizing Storage Volumes Operational Area PHD l MDD(') 2017 Equalizing 2031 Equalizing Volume, MG Volume, MG Valley 1.48 0.26 0.31 West Hill 495 1.63 0.08 0.10 Highlands 435 1.49 0.18 0.23 Highlands 565 1.48 0.22 0.29(2) Talbot 350 122 0.02 0.02 Rolling Hill 490 1.22 0.02 0.02 Rolling Hill 590 1.22 0.02 0.02 Notes: 1. PHD peak factor measured for each operational area. February 14, 2012 - DRAFT 7-14 pw:IJGarollo DxumenlslCl enWVNRenlon/B595ADD1QeliverableslChapter 71GhUdocx 7.4.1.3 Emergency Storage ! Fire Storage Emergency storage volumes are required to supply reasonable system demands during a system emergency, such as the disruption of the water supply. Disruptions could be caused by transmission pipeline or equipment failure, power outage, valve failure, or other system interruptions, as discussed in Chapter 3. The computation of emergency storage requirements includes consideration of reasonable system disruptions that can be expected to occur within normal planning contingencies as discussed previously. Other major system emergencies, such as those created by an earthquake, are covered under emergency system operation planning. The Water System Design Manual (August 2001, DOH) recommends that, at a minimum, the emergency storage not be less than 200 gal/ERU. This factor was used to calculate the emergency storage requirements. Table 7.11 summarizes the Emergency storage volume requirements for 2017 and 2031. Table 7.11 Emergency Storage Volumes 2017 2031 Operational Emergency Emergency Area ERUs Storage ERUs Storage Volume, Volume, MG MG Valley 13,838 2.77 20,558 4.11 West Hill 495 1,405 0.28 1,505 0.30 Highlands 435 9.318 1.86 11,505 2.30 Highlands 565 11,637 2.33 14,203 2.84 Talbot 350 2,719 0.54 2,876 0.58 Rolling Hill 490 1,752 0.35 1,978 0.40 Rolling Hill 590 2,309 0.46 2,485 0.50 Since a fire can occur at any time during the day, the fire storage is required by the WAC (246-290-235). The City of Renton nests their emergency and fire storage. WAC 246-290- 230 (6) states that: If fire flow is to be provided, the distribution system shall also provide MDD plus the required fire flow at a pressure of at least 20 psi (140 kPa) at all points throughout the distribution system, and under the condition where the designed volume of fire suppression and equalizing storage has been depleted. February 14, 2012 - DRAFT 7-15 pw:IiCarollo/DocurTenWClientNAlRenlorVB595A0a1QeliverableEdChapter 71CM.docx Fire flow demand is the quantity of water required for fire fighting as defined by applicable water system criteria and fire codes. Fighting fires often places the largest demands on a water system because a high volume of water must be supplied over a short time. Such demands require each component of the system to operate at its optimal condition. Consequently, the Washington State Insurance Service Office (ISO) recommends that water systems be designed to convey fire flows during a period of MDD with one major facility out of service. Fire flows required by existing structures vary within the water service area and are discussed in more detail in Section 7.5. The current maximum fire demand for each major operational area is shown in Table 7.12. These fire demands were calculated as the maximum fire demand in each of the pressure zones that make up the operational area. Table 7.12 Maximum Fire Flows Operational Flow, Duration Quantity, Area gpm hours MG Location Valley 6,000 4 1.44 Boeing Plant West Hill 495 3,000 3 0.54 Sky Lanai Apartments Highlands 435 5,500 4 1.32 Barbee Mill/Port Quendall Highlands 565 5,000 4 1.2 QFC Talbot 350 6,000 4 1.44 Valley Medical Center Rolling Hill 490 5,000 4 1.2 Eagle Ridge Apartments Rolling Hill 590 5,000 4 1.2 Rolling Hills Apartments Since the City nests Emergency and Fire Storage, the nested volume is determined as the maximum of the emergency and fire volume requirements. This required nested volume is summarized in Table 7.13 for the years 2017 and 2031. February 14, 2012 - DRAFT 7-16 pw:llCarollWDocumentslClienYWAIRentonl8595AQOIDeliverableslChapter 7l V.dmx Table 7.13 Nested Fire and Emergency Volume 2017 2031 Operational Area Volume, MG Controlling Volume MG Controlling Factor Factor Valley 2.77 Emergency 4.11 Emergency West Hill 495 0.54 Fire 0.54 Fire Highlands 435 1.86 Emergency 2.30 Emergency Highlands 565 2.33 Emergency 2.84 Emergency Talbot 350 1.44 Fire 1.44 Fire Rolling Hill 490 1.2 Fire 12 Fire Rolling Hill 590 1.2 Fire 1.2 Fire 7.4.1.4 Dead Storaoe Volume Dead storage volume is the volume at the bottom of the storage tank that cannot be used because it is physically too low to be withdrawn from the tank or, if withdrawn from the tank, would result in distribution system water pressures below the acceptable criteria of 20 psi during a fire. Storage volume is considered dead if it is located below the outlet pipe and cannot be used because of system hydraulic limitations, or it cannot be used because of water quality problems associated with the volume in this lowest portion of the tank. The dead volume calculations for each reservoir are summarized in Table 7.14. February 14, 2012 - DRAFT 7-17 pw:llCamllolQocumentslClienilWA/RentonlB595AW/DeliverahleslChapter MhUdocx Table 7.14 Reservoir Dead Volume Base Maximum Required Reservoir (Total Elevation elevation elevation Outlet Dead Volume, MG) ft within zone, at 20 psi, Elevation, Volume, ft ft ft MG North Talbot (5.0) 173.2 130 176.2 199.7 0.00 Mt Olivet (3.0) 146.9 130 176.2 184.1 2.20 Highlands (1.5) 425.6 365 411.2 440.3 0.00 Highlands (2.0) 425.3 365 411.2 439.8 0.00 Highlands (0.75) 534.1 474 520.2 569.1 0.00 Hazen (4.2) 457.5 474 520.2 569.3 2.36 Rolling Hills 590(0.3) 565.5 476 522.2 593.5 0.00 Rolling Hills 490(3) 458 392 438.2 494.5 0.00 West Hill (1.4) 395.6 396 4422 498.6 0.63 South Talbot (1.5) 326.6 244 290.2 353.6 0.00 7.4.2 Storage Analysis per Operational Area The seven operational areas were evaluated as separate systems to ensure each are provided with the required usable operational, equalizing, fire, and emergency storage volume, as summarized below. 7.4.2.1 Vallev Operational Area Storage for the Valley Operational Area is contained within the North Talbot and Mt. Olivet Reservoirs, which have a combined available storage volume of 5.8 MG (8.0 MG less the total dead volume of 2.2 MG). Table 7.15 summarizes the storage analysis for the Valley. Based on the analysis presented in Table 7.15, the Valley has sufficient storage through 2031. However, the operational and equalizing storage needs to be available at a minimum of 30 psi for the highest resident served. The total available reservoir volume available at 30 psi is only 0.12 MG, 1.06 MG less than is required in 2017 and 1.11 MG less than is required in 2031. February 14, 2012 - DRAFT 7-18 pw:/1CarollolDocuments7ClienVWAIRentonl8595AD01Deliverables/Chapter 7fCh07.docx Table 7.15 Valley Storage Analysis (Existing) 2417 2031 Required Storage, MG Operational 0.92 0.92 Equalizing 0.26 0.31 Emergency 1 Fire Flow 2.77 4.11 Total Required Storage, MG 3.95 5.34 Existing Storage, MG North Talbot 5.00 5.00 Mt Olivet 0.80 0.80 Total Existing Storage, MG 5.80(') 5.800) Excess (Deficit) Existing Storage, MG 1.85(2) 0.46(2) Notes: 1. Volume above 30 psi to highest customer is only 0.12 MG. 2. No total deficiency exists, however the existing reservoirs are unable to provide 30 psi for the highest customer. 7.4.2.2 West Hill 495 Operational Area Storage for the West Hill 495 Operational Area is contained within the West Hill Reservoir, which has an available storage volume of 0.77 MG (1 A MG less the total dead volume of 0.63 MG). Table 7.16 summarizes the storage analysis for the West Hill 495 Operational Area. With the existing reliable sources and reservoirs, the West Hill 495 Operational Area does not have sufficient storage through 2031. However, as shown in Table 7.3, the West Hill 495 Operational Area does have excess pumping capacity and can pump the PHD for the Operational Area (1,449 gpm in 2017 and 1,714 gpm in 2031). This excess pumping capacity can eliminate the need for equalizing storage (0.08 MG in 2017 and 0.10 MG in 2031), resulting in sufficient storage within the West Hill 495 Operational Area. February 14, 2012 - DRAFT 7-19 pw:llCarollofCocumenWClien VWNRentonl8595AOOIDeliverableslChapier 71Ch07.docx Table 7.16 West Hill 495 Storage Analysis (Existing) 2017 2031 Required Storage, MG Operational Equalizing Emergency / Fire flow 0.22 0.22 0.08 0.10 0.54 0.54 Total Required Storage, MG 0.84 0.86 Total Existing Storage, MG 0.77 0.77 Excess (Deficit) Existing Storage, MG (0.07) (0.09)(1) Notes: 1. Deficiency can be met by excess capacity of West Hills BPS, 7.4.2.3 Hi hlands 435 Operational Area Storage for the Highlands 435 Operational Area is contained within the two Highlands 435 Reservoirs, which have an available storage volume of 3.5 MG. Table 7.17 summarizes the storage analysis for the Highlands 435 Operational Area. With the existing reliable sources and reservoirs, the Highlands 435 Operational Area has sufficient storage through 2031. Table 7.17 Highlands 435 Storage Analysis (Existing) 2017 2031 Required Storage, MG Operational 0.74 0.74 Equalizing 0.18 0.23 Emergency / Fire flow 1.86 2.30 Total Required Storage, MG 2.78 3.27 Existing Storage, MG Highlands 435 1.50 1.50 Highlands 435 2.00 2.00 Total Existing Storage, MG 3.50 3.50 Excess (Deficit) Existing Storage, MG 0.72 0.23 February 14, 2012 - DRAFT 7-20 pw:llCarallo/Documen151ClienWVWRenton1B595AMIDeliverableslChapter 71ChUdou 7.4.2.4 Highlands 565 Operational Area Storage for the Highlands 565 Operational Area is contained within the Hazen and Highlands 565 Reservoir, which together has an available storage volume of 2.59 MG (4.95 MG less the total dead volume of 2.36 MG). Table 7.18 summarizes the storage analysis for the Highlands 565 Operational Area. With the existing reliable sources and reservoirs, the Highlands 565 Operational Area does not have sufficient storage for 2017 or 2031. In 2017, the Highlands 565 Operational Area has sufficient pumping to offset a portion of the equalizing storage volume (0.12 MG). However, this offset is not sufficient to eliminate the storage deficit in 2017 or 2031. Table 7.18 Highlands 565 Storage Analysis (Existing) 2017 2031 Required Storage, MG Operational 0.31 0.31 Equalizing 0.22 0.29 Emergency I Fire flow 2.33 2.84 Total Required Storage, MG 2.86 3.44 Existing Effective Storage, MG Highlands 0.75 0.75 Hazen 1.84 1.84 Total Existing Storage, MG 2.59 2.59 Excess (Deficit) Existing Storage, MG (0.27) (0.85) 7.4.2.5 Rolling Hills 590 Operational Area Storage for the Rolling Hills 590 Operational Area is contained within the Rolling Hills 590 reservoir, which has an available storage volume of 0.3 MG. Table 7.19 summarizes the storage analysis for the Rolling Hills 590 Operational Area. With the existing reliable sources and reservoirs, the Rolling Hills 590 Operational Area does not have sufficient storage for 2017 or 2031. As shown in Table 7.6 the Rolling Hills 590 Operational Area has sufficient pumping capacity to pump the PHD (729 gpm in 2017 and 779 gpm in 2031) and thus eliminate the equalizing storage volume (0.02 MG). Additionally, because the Rolling Hills BPS is equipped with Auto -Start, Auto -Transfer back-up power, the excess capacity from the BPS can be used to pump fire flow from the Rolling Hills 490 Reservoir. In 2017, the Rolling Hills February 14, 2012 - DRAFT 7-21 pw:llCarollWpocumenis7GienUWNRentonl8595Ap01Delirerables/Chapter 71CW-docx BPS has 2,771 gpm of excess capacity, which can be used to offset 0.67 MG of emergency 1 fire storage over a period of 4 hours. In 2031, the Rolling Hills BPS has 2,721 gpm of excess capacity, which can be used to offset 0.65 MG of emergency ! fire storage over a period of 4 flours_ The sum of these two storage offsets (0.69 MG in 2017 and 0.67 MG in 2031) is less than the deficit identified in Table 7.19, and additional storage is still needed. Table 7.19 Rolling Hills 590 Storage Analysis (Existing) 2017 2031 Required Storage, MG Operational Equalizing Emergency / Fire flow 0.02 0.02 1.20 0.02 0.02 1.20 Total Required Storage, MG 1.24 1.24 Total Existing Storage, MG 0.30 0.30 Excess (Deficit) Existing Storage, MG (0.94) (0.94) 7.4.2.6 Rollins Hills 490 Operational Area Storage for the Rolling Hills 490 Operational Area is contained within the Rolling Hills 490 reservoir, which has an available storage volume of 3 MG_ Table 7.20 summarizes the storage analysis for the Rolling Hills 490 Operational Area. With the existing reliable sources and reservoir, the Rolling Hills 490 Operational Area has sufficient storage through 2031. Table 7.20 Rolling Hills 490 Storage Analysis (Existing) 2017 2031 Required Storage, MG Operational Equalizing Emergency / Fire flow 0.49 0.02 1.20 0.49 0.02 1.20 Total Required Storage, MG 1.71 1.71 Total Existing Storage, MG 3.00 3.00 Excess (Deficit) Existing Storage, MG 1.29 1.29 February 14, 2012 - DRAFT 7-22 pw:llCaralla0mumenislClien VVVNRentonR595AOO;DeliverableslChapter 7007.doex 7.4.2.7 Talbot Hill 350 Storage for the Talbot Hill 350 Operational Area is contained within the South Talbot reservoir, which has an available storage volume of 1.5 MG. Table 7.21 summarizes the storage analysis for the Talbot Hill 350 Operational Area. With the existing reliable sources and reservoir, the Talbot Hill 350 Operational Area does not have sufficient storage for 2017 or 2031. As shown in Table 7.8, the Talbot Hill 350 Operational Area has sufficient pumping capacity to pump the PHD (830 gpm in 2017 and 890 gpm in 2031) and thus eliminate the equalizing storage volume (0.02 MG). Additionally, since the 500-gpm pump from the North Talbot BPS has Auto -Start, Auto -Transfer back-up power (and under this analysis is not being used to pump the MDD or PHD), the excess capacity from the BPS can be used to pump fire flow from the Valley. This excess capacity can be used to offset 0.12 MG of emergency / fire storage over a period of 4 hours. The sum of these two storage offsets (0.14 MG) is 0.03 MG less than the deficit identified in Table 7.21. Table 7.21 Talbot Hill 350 Storage Analysis (Existing) 2017 2031 Required Storage, MG Operational Equalizing Emergency / Fire flow 0.21 0.02 1.44 0.21 0.02 1.44 Total Required Storage, MG 1.57 1.57 Total Existing Storage, MG 1.50 1.50 Excess (Deficit) Existing Storage, MG (0.17) (0.17) 7.4.3 Storage Recommendations Storage deficits were identified in the following operational areas: Valley, Highlands 565, Talbot Hill 350, and Rolling Hills 590. The identified storage deficits can be mitigated by constructing additional storage. However, in some cases small improvements to existing infrastructure, such as adding back-up power, was shown to alleviate the storage deficiencies rather than adding storage. All recommended projects are summarized below. February 14, 2012 - DRAFT 7-23 pw:llCarollo/DmumenWClienUVVkRentonl8595A001Deliverables!Chapter DCh07.docx 7.4.4 2017 Improvements • Valley Operational Area: — Construct a new 1.0 -MG tank for the Valley Operational Area to improve the ability to serve the highest customers during an emergency. This project could be delayed if the City enters negotiations with SPU for additional supply to this zone. — Alternatively, the City could rezone the Valley 196 Zone to eliminate the high - elevation customers_ • Highlands 565 Operational Area: — Install back-up power generators at the Monroe Avenue BPS to allow storage to be provided from the Highlands 435 Zone to the Highlands 565 Zone (will also improve pumping capacity for long-term). Rolling Hills 590 Operational Area: — Add back-up power to the Maplewood BPS to increase pumping capacity from the Rolling Hills 490 Zone to the Rolling Hills 590 Zone. — Add auto -start, auto -transfer, and back-up power to the Rolling Hills BPS such that three pumps can be operated at the same time. Talbot 350 Operational Area: — Add auto -start, auto -transfer back-up power to South Talbot BPS to increase pumping capacity and reduce the storage deficit. 7.4.5 2031 Improvements • Highlands 565 Operational Area: — Construct a new Highlands 435 Reservoir to serve both the Highlands 435 and Highlands 565 zones. • Rolling Hills 590 Operational Area: — Add auto -start, auto -transfer to the Maplewood BPS to serve fire flow from the BPS. 7.5 DISTRIBUTION SYSTEM ANALYSIS The calibrates! InfoWater model of the City's Distribution System was used for system analysis of future planning years. Projected system demands were added for the 2017 and 2031 planning years. The model was used to evaluate both typical system conditions during diurnal operations, as well fire flow availability. February 14, 2012 - DRAFT 7-24 pw-f/CarollolDocument DientM'Alkenton78595A00/Deliverables/Chapter Mh07.docx 7.5.1 Evaluation Criteria System policies and criteria were discussed in detail in Chapter 5. The key parameters evaluated with the model were for the system pressure criteria during normal operations and fire flow testing of the system. During normal operations, the minimum pressure as set by DOH and ISO standards during MDD and peak hour demand (PHD) is 30 pounds per square inch (psi) at the service meter. The City's goal is to provide a maximum of 110 psi at the service meter. Building code requires the installation of individual Pressure Reducing Valves (PRVs) when the meter pressure exceeds 80 psi. 7.5.1.1 Fire Test Model Criteria The fire flow demand and duration requirements for different sized fires are summarized in Table 7.22. During any fire, the minimum pressure within the service area should be greater than 20 psi at the end of the fire_ In general, areas zoned residential should have 1,000 gpm available, and areas zoned commercial should have 3,000 gpm available. Figure 7.4 shows the minimum fire flow required at nodes throughout the system based on land use. Table 7.22 Service Criteria for Required Fire Flow Land Use Required Flow (gpm) Required Duration (hours) Single family (< 3,600 sq ft) 1,000 1 Single family (> 3,600 sq ft) 1,500 2 Multifamily and Commercial/industrial 3,000 3 Multifamily and Commercial/industrial 4,000 4 Multifamily and Commercial/industrial 5,000 — 6,000 4 Beyond the general fire requirements, some locations have higher fire requirements as specified by the City's Fire Marshal. The largest of these fires for each zone are summarized in Table 7.23, and the locations are shown in Figure 7.5. The points are numbered in the format xxx-y, noting the zone (xxx) and a sequential number (y). February 14, 2012 - DRAFT 7-25 pwJlCarolla4bcumenWClientPNAlRenton18595AODIDelEverablewChapter 71CWTdoa r 41• • Yr• •f• as 4 r w s •a• er • ++ • c• s) ! • 4 •+sem • •+ • +A V" • ,. * � • wr • • � 1 • ° r° • y * is Ole, •:► !) r • l r�� p pas ! .. [L+ i ! • .•! r s.> .s^ � •a • reel 4 ri ,•- s •c•r y!• • •ri ••"•,-. 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O •• • "-., :� SI I Tait I .AMC Rmw s �ssia" •� •�• psi*(•• • •fie•• s as a r �1� i t •°i• a�i4� `�•�• • • • !•• ice• • � � � • • +• • crab+• a �a !••++ 'ri o �c'a •a[• qltw'• • � +s+lam+! 1 • 9 414 as �� ��� • ! ` • ' • �p � • •*iii � r � .++ • R1 • • r •+. � Ir � + .x!•11• •t �•� [, lb • h • ••/ � � • °s • � w �; •ter +rw�� �!iii� +f• s • f +. ri ! • _ �� •Jt • • w�I+ •r l[• • SE 72nd Si LL i r co y�mA 320-10 Lake Boren 320.7 Lake wasnmgton ay Creek 320-8 ' t e a 433-15 g� a" �aiie a i C w v m LJ a .565-21 N S Bangor St (® X900 1 ' 435-1 B z 565-22 a 196-4 >o - 495-20 320-9- � 30DWH� 5.65-23 5 126th 51 � 435-17 — SE 128th St 196-2 i I B 435-14 Green r 370-13 565-25 1_. r 565-24 Black River r<orbay ar Rhmr 490-18 a f 796-1 590-28 ay ad `169 bgb v ax - 590-26 300-6 Green River PS 590-27 350-12 v' SE 164th St j m Lu LL fA SE 176th St a n 196-3 0 SW 43rd St r { 515 L� 350=11 SE 192nd St 181,; G Panther Lake Legend . Large Fire Locations Well Water Distribution System Retail lNaterService Area Figure 7.5 ® Treatment Plant ® Spring 8" and Smaller Pressure Zones ' y Large Fire Locations ® Reservoir ® Pump Station 10- 16° Water System Plan Update 8 PRV 18" and Larger Feet City of Renton Roads 0 2,000 4,000 Via.--ir-5 Waterbody Table 7.23 Large Fire Requirements Zone Node Fire Flow No. & Location Node Required Required Flow Duration (gpm) (hours) 196-1 J5297 4050 Maple Valley Highway 3000 3 (Maplewood Golf Course Clubhouse) 196-2 J2032 South of Martin Luther King Jr. Way & 3000 3 68th Ave. S 196-3 J3616 NE of Card Rd. S & Talbot Rd. S 3000 3 196-4 J2306 Park Ave. N, between N 6th St. & N 6000 4 8th St. (Boeing Plant) 300WH-5 J6841 NW 4th St. & Taylor Ave. NW (Sky 3000 3 Lanai Apartments, West Hill/Earlington) 300-6 J6379 Morris Ave. S & S 18th St. (West 1500 2 Talbot Hill) 320-7 J6665 North of Lincoln Ave. NE & NE 36th 3000 3 St. 876 320-8 J2613 N 29th St_ & Park Ave. NE 1500 2 320-9 J2345 East of Garden Ave. N & N 6th St. 3000 3 (Paccar Kenworth Plant) 320-10 J2789 Lake Washington Blvd., between N 5500 4 40th St. & N 50th St. (Barbee Mill/Port Quendall, Highland s/Kennydale) 350-11 J4266 NE of S 55th St. & Talbot Rd. S 2066 3000 3 350-12 J619 Talbot Rd. S & S 27th St. (Valley 6000 4 Medical Center - S. Talbot Hill) 370-13 J3115 North of SW 3rd PI. & Powell Ave. 1500 2 SW (Earlington) February 14, 2012 - DRAFT 7-28 pw:lfCarollo0ocumenWCllenUWAIRentonl8595A001Deliverables/Chapter 7/Ch07.dccx Table 7.23 Large Fire Requirements Zone Node Fire Flow No. & Location Node Required Flow (gpm) Required Duration (hours) 435-14 J4036 Kirkland Pl. SE & SE 4th St. 1500 2 435-15 J1196 NE 27th St. & Camas Ave. NE 1500 2 435-16 J1149 North of NE 10th Pl. & Sunset Blvd NE 3000 3 435-17 J111 NE 4th St., west of Monroe Ave. NE (Renton Technical College) 3000 3 490-18 J3285 S 7th St., west of Jones Ave. S 1500 2 490-19 J758 S 18th St., between Eagle Ridge Dr. & Grant Ave. S (Eagle Ridge Apartments - Rolling Hills/Renton Hili) 5000 4 495-20 J5616 82nd Ave. S & S 124th St. 21171 1500 2 565-21 J1247 Hoquiam PI_ NE & 19th St. 21819 1500 2 565-22 J4727 NW of Hoquiam Ave. NE & NE 10th St_ (Hazen High School) 3000 3 565-23 J996 NW of NE 4th St. & Monroe Ave. NE (Renton Technical College) 3000 3 565-24 J894 West of Union Ave. SE & SE 4th St. (Highlands) 3000 3 565-25 J895 Union Ave. NE & NE 4th St. (QFC - Highlands) 5000 4 590-26 J2087 Pierce Ave. SE & SE 19th Ct. 1500 2 590-27 J1771 East of Benson Rd S & S 23rd St. (Fred Nelson Middle School) 3000 3 590-28 J897 Royal Hills Dr. & Monroe Ave SE (Rolling Hills Apartments) 5000 4 February 14, 2012 - DRAFT 7-29 pw:llCarollolDocumenWGienUWNRenton18595AOOIDeliverables/Chapter T1MT.docx 7.5.2 Pressure Analysis The model was run in extended period simulation (EPS) for one week at MDD to evaluate general system conditions for near- and long-term planning years. This approach allows the sources, pumps, and tanks to all operate as their SCADA is set. For the runs, the model makes up any water shortage from EW -3 and the SPU Bow Lake Pipeline. Figures 7.6 and 7.7 show the nodes with pressures outside of the planning criteria in 2017 and 2031, respectively. As seen in the figures, many nodes are outside of the target pressure range in 2017. Some additional deficiencies exist in 2031. Of the low-pressure nodes (below 30 psi), some exist adjacent to the Springbrook transmission line. The City has been working to remove connections to this line and onto the adjacent higher pressure line. The model results had other low-pressure nodes near reservoirs, these nodes were excluded in the evaluation as service connections do not exist according to City staff. As seen in Figures 7.6 and 7.7, many high pressures exist in the system_ The majority of the Kennydale 320 Zone has very high pressure. Some of the pressure zones cover large elevation ranges, leading to very high pressures at the lower elevations. In addition, the booster pumps commonly discharge into the pressure zones near the bottom of a hill, forcing flow to the tank through the distribution system. This requires the hydraulic grade line (HGL) at the bottom of the hill to be higher than the tank overflow level at the top of the hill. In turn, this boosts the pressure in the lower elevations even higher during pumping than under static conditions based on tank overflow and meter elevation. 7.5.3 Fire Flow Analysis The model was used to test the fire capabilities at the 28 large fire locations, using the fire flow test feature. All of the system nodes with service connections were tested for a minimum pressure of 20 psi during the point fire demands. Table 7.24 summarizes the available fire flow at these locations in both 2017 and 2031. All of the locations have adequate fire flow available, with the exception of two locations in the Kennydale 320 Zone. This zone includes a high -elevation service connection at Lincoln Ave and NE 36th, causing difficulty in maintaining 20 psi during a fire elsewhere in the system. The model was also used for a general fire analysis at 1,000 gpm and 3,000 gpm, testing all of the system nodes with service connections for 20 psi in both 2017 and 2031. Figures 7.8, 7.9, 7.10, and 7.11 show the available fire flows throughout the system_ The majority of the Valley Service area is slightly deficient, due to the low-pressure nodes along the Springbrook transmission line. There are limited deficiencies throughout the system, primarily at the ends of smaller dead end lines, and in areas of older 4- and 6 -inch piping networks. February 14, 2012 - DRAFT 7-30 pw:llCarallciEJocumentslClientlWA/RenlonM95A0a1DeliverahleslChapter 7007.docx SE 72nd St LLJ r Lake Boren m° O Lake Washingron—'-' i y Cree OD N 30th St O SE ��� Uaf7�Y � 1 Ot, w o o LL a o N S Bangor St O7 f s O w z m c O O a .r S hath St O °$ 0 _ SE 128th St I 0 ®,, Green r moo Black River Forbay Ce ar River 00 r -j ay O ,159; ngb k ps Green River a� m SE 164th St Li S Yh Uf� 0 0 W rn SE 176th St a L a v SW 43rd St �51 SE 192nd St m CIO X167) PanrherLake Legend 2017 Nodes ® Treatment Plant Water Distribution System Q Retail WaierServicaArea Figure 7.6 Nodes With High and Low Pressure © Reservoir 8" and Smaller Pressure Zones / """��� Low Pressure 2017 • < 30 psi A Well 10 -161, Water System Plan Update High Pressure 0 Spring 18" and Larger Feet City of Renton o , 110 psi ® Pump Station Roads 0 2,000 4,000 CCar^r 8 PRV Waterbody " SE 72nd St W V) 4 r Lake Boren �4 Lake Washington ay Creek i Q- N 3flth Si Nil Va�fPy O c.i _: 1 ¢ 3 Cqc 0 " S Bangor St 0 I.j, 190q, p W z m 71 �o 0 0 O Ir 00 S 128th St O a L _ SE 126th S1 reen 9 Roo Brack River FOrbay ar Myer d aY ; a _ 169_ rtgts gk i Green River Q 0 SE 164th SI L 0.: O Ji m SL 176th St m L O SW 43rd St — r s .515 SE 192nd St 181; ' Q r 1 167 Panther Lake Legend 2031 Nodes [� Water Distribution System 0 Treatment v Retail Water Service Area Figure 7.7 Nodes With High and Low Pressure Reservoir 8" and Smaller Pressure Zones ly Low Pressure 2031 • < 30 psi f Well 10 - 16" Water System Plan Update High Pressure Spring 18" and Larger Feet City of Renton O > 110 psi ® Pump Station Roads 0 2000, 4,000 8 PRV Waterbody SE 72nd St LL w L D Lake Boren m� O O Lake Washington O O O O Q Q ° ey Cree O O 3It p Sia 00 00 o�CD C °go poa CAQ,ate O 8) ° �y �saoay ° oma0oO °9h o 0 pCo8 8 OO 065 oO Oc))D NO0O 00 0 O w om o obp ° o $o a 0 00 0$O (Po-00 0° o0 d 8 DOO OO %000 �D 8 CPODca p 09P Cj Bangor St Cs 000S OOOO0"O 0O �O0 O C) oa U °$ 0 °O O 0 000 00 0° O O LL; 0 ° a ° �° 00 O 0 ° )008 ¢¢,O ¢' 00 O 00 opo' ° O -00 0 o p , o 00 Oo °°00 ° eTg�o °0 PS , ooo L Q, 00 VO g9 OW X00 006 O O 0 ° a O° iD° ° 0%0 O o B ' S 1281h St O 0 O ° rs rs L SF 1281h St b Ct4Q _ O 0 O CO I ° C1 'Ire C7 ( 400 0 ° Q p I O 0� 0 O ° O ( ° o O 691 Q7 104 � 7 0� [ C7�'- 0 O° Qo Black RiverFw6ay ®�o a River a�S0 —' o BOoo °j 100 r ggotl° d d aY a i OOCD 96Qt =� ° Qp [.Ip 169 ngbr k O 0 O Sy O Q 8 p p1( V %0 OeS OO °00° Anna9 v�K'+$--E 0 00 Green River ;�� F�< o_ p $ 00, %° O SE 164th St W ° °O =�.O ?a OCD$ 4 T 0 CD O o � o I � SE 176th St t d SW 43rd St 51= SE 192nd St Cn ■ F S IB1 L � j 1fi7) L i Panther Lake Legend Fire Flow Requirements � Treatment Plant Water Distribution System � Retail Water Service Area Figure 7.8 20'E 7 1000-gpllt 2017 1000•gpm Nodes * Reservoir -- _ 8" and Smaller Pressure Zones i Fire Deficiency 0 Fire Flow Deficiency ® Well 10 _ 18° Water System Plan Update O Meets Fire Flow Requirement 99 Spring 18" and Larger Feet City of Renton ® Pump Station Roads 0 2,000 4,000 4- 8 PRV Waterbody ua SE 72nd St 0 m 7 Q Lake Boron f Lake Washington � •�. + • •• • •�+ • • • iii • • ��:a :� ./.•f�����• ��, r. �� • �• a• Er=i� • • • r•i• • rrF09•.i i • fieri • rr►, • _ rs t � • • in ■ � ark � �.,rr �• Rn •f + • •.••i •� ra 0 w ,►•• -r,' cif • - - • ••+ • • a '4 � '+tib �#. t Li' • • f•�� w. ,w MI j ••J +►moi j s:rs)/ISYS E• �' r �: ��:• •L .# &V droo • �l��L• # rrf•!A•lr�! • MW ! r, • Ea ! l��.•� A!1# r!�#• #1 fs • • • f•�l��w f � r' • SE 1641h St SE 176th St SE 192nd St W NEW— "Al ,V Q L M 7j Panther Lake Legend Figure 7.9 Fire Flow Requirements q Treatment Plant water Distribution System Q Retail Water Service Area 2017 3000-gpm 2017 3000-9pm Nodes 0 Reservoir 8" and Smaller Pressure Zones Fire Deficiency Q Fire Flow Deficiency Well 10 - ta" Water System Plan Update a Meets Fire Flow Requirement ® Spring 18" and Larger Feet City of Renton D Pump Station Roads 0 2,000 4,000 , C Ga•^"-+ 8 PRV Waterbody W SE 72nd St L_ Lake Boren 2� V �? 0 O 0 O p Lake Washington8 ay Creek _Q. 0 0 O CDO 00 00 Q) a J. ® 0 § 00 000 OP: CDO 0 MOW s Q3 0 =C) :� o O 00900p 86)p0 O �xo0 ° oa a °88A 0 O 00 O 0 as O OD1 B w 00 0000 00 ° Q $o 0 ooC<7o a 00 o��p� p0 ca ° o° � $ ��$ 0 8 $4, 0 CD 0 00 0000 Bangor St O 0000 QQ3fOQ� O _ "�SZD60 -m�b ' 0 OCIIII 3 OV C 00 O 0 0 000 co00 w O 0 OD 0000 O 1 O O OQ O- 0 FA 8 c bog) 0 00 a°oO° �o0 00 0p. p0 0 � nOp 0 600 `-0 rye, O 0� O O0 �Op Q 00e 0 0 �+`�+ (7$ 00 O O 00. 8 0 mo 9. oa7 ®0�0 0 08 SdS oo O 000 0 �p Op0¢ 00p � 0 00080� va S 126th St s L SE 126th Si aDCD 0 0 p a. Q ON o° � 000Od O 0 o%00 O ° °a8O Q8Pq °o D Q Odgreen r CD J O OQ 0 0 00 0 i3fackRiver Forbay River 0 �O O 0 p@ 01 0� 00000 ho gOo ay a� 0 80 !BA Fs 0 0 0 o k O 0 0 � O n gb ° (Zb 0 CO P °O00 O} �g0 4t}O oo Green River ,_, 6' "'6 9 0 C6 0 QGo �QO O 0�0 SE 164th St 00 O Ld OOCDO 0 m O 0 i w cn j, SE 176th St a I a' L 0 SW 43rd St i 5h5j L-, O$ -- SE 192nd St m �1e1 a' L_ aC Panther Lake Legend Fire Flow Requirements Figure 7.10 q � Treatment Plant Water Distribution System � Retail Water Service Area 2039 1000-g pm 2031 1000-gpm Nodes Reservoir 8" and Smaller Pressure Zones Fire Deficiency 0 Fire Flow Deficiency A Well 10 - 16" Water System Plan Update O Meets Fire Flow Requirement ® Spring 18" and Larger Feet City of Renton Pump Station Roads 0 2,000 4,000 C :7 rw . 8 PRV Waterbody SE 72nd St Lu r �a Lake Boren w a Lake Washington �y L'reek N ,itxh � ° t U, (n � L11a > a c' m S Bangor St L_S a (D0 0 00 a� 0 0 � a0 8 Z /lyyy�r111�y�[(}�(0 lY `"CJ a 3 Q ❑ 00� 0 a 8 0- S 128th si 0 og O 0 0-06 0 CDo , g 0 OQ 0 O SE 126th St ! 0' 8 0 (5b �.. 4, 0 0 95.1e 8� .0 arRiver 0 i 0 a � (P� O D 0 {] C} O . D Green River 00 SE 164th St f'= I T O O %° ° SE 176th St LL y L SVV 4:3rd St x f 515j SF 192nd St S X811 i__�t U � ¢ e 90 L_s Pantherlake Legend Fire Flow Requirements Treatment Plant water Distribution System Q Retail Water Service Area Figure 7.11 2031 3000-gpm 2031 3000-gpm Nodes Q Reservoir 8" and Smaller Pressure Zones Fire Deficiency 0 Fire Flow Deficiency L\ Well 10 - 16" Water System Plan Update O Meets Eire Flow Requirement ® Spring 19" and Larger Feet City Of Renton ® Pump Station Roads 0 2,000 4,000 ® PRV Waterbody February 14, 2012 - DRAFT 7-37 pw:llCarollolClocumertslChenVWNRenton1B595A001DeliverableslChapter 71Ch07,docn 4) --- 0 O O 0 (D 0 00 o O LO 0 0 0 0 m N E O 0 O O O 0 W) O O LO O O O O rL O O O 0 O CD 0 Q 0 O m m !E 3 0) C7 M M o (f)r N r M q* M 0 r r O— A A A A A A A A A A A A aLL T- a '9 0 0 0 0 O 0 r o 0 0o O 0 0 0 l� N O 0 0 O 0 Q v O O O O O O Q O O O O O LO Ln O O 0 0 0 c) M M O M r N r co � M CD r r > O ..w A A A A A A A A A A A A a� O O O 0 0 0 O 0 0O O O O O a O Q 0 0 0 0 O o 0 0 o O o 0 0 0 0 0 0 0 0 U') 0 LO 0 u) o o ►O LO d LL m m m CD C7 r Ch r CD Ln (r} (D r r I M � • -• to 7 N m O ++ W O �. 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L T 1 IL O m W � O T- 00 > 0 � (!� Z '' ' Q N r LLI Q L L 3 z N N a� O N N Z 111 _ c3 N o C o > ` / -; o cn U Q a2 d (D Nc C WCN qT im U} LL1 L U in O Ea- o tm CN r. bi o Q ° ai CO 0 3 w �� 06 z 0 CLU 0 1 Q O Z � a W c ti in aci � E ° = z Q co ,� i U W t:LLI ti c@ C N o U) -c o U- z z Z (n U)Q co = z z ii LU £ as 00) � oD co Nr� 0) CD Ln O ti {A p r t- r_ N ti c0 N ti � co co C)L) €` OD z r r 7 M Lr) r Nr 7 7 N r N Ln co IL 0D r' CA C: N C7 v V) N I-- DO Cdr r r r r (N N N N N N N N OL[) Lf) Ln O Lf) Ln Lf) Ln Ln V) Q Q N M Cf) cr) rn a) rn 0 0 cD 0 ca 0 rn 0 tt Cr' Nr Ln Ln Ln Lo Ln rn Ln Ln February 14, 2012 - DRAFT 7-38 pw:11CarcllolCocumenWClient WAlRenlvnlB595A0OtDeiiverahleslChapter 71Ch07.docx 7.5.4 Recommended Improvements Recommendations for addressing the distribution system deficiencies are organized into projects addressing pressure deficiencies and projects addressing fire flow deficiencies, as presented below. 7.5.4.1 Pressure Zone Improvements As discussed in Section 7.5.3, some areas in the system provide less than the minimum service pressure. The City has been moving low-pressure service connections along the Springbrook transmission line from the Valley Pressure zone to the Talbot Hill 350 and 270 pressure zones. The remaining low-pressure service connections need to be moved to improve meter delivery pressure and increase fire flow capabilities. Several areas in the system exceed the maximum pressure criterion_ The Kennydale 320, Rolling Hills 590, Rolling Hills 490, Highlands 560, Highlands 435, Talbot Hill 350, West Hill 495, West Hill 300, and Earlington 370 all experience high pressures. In general, it is recommended that pressures be kept to a minimum to reduce pipe losses due to over - pressurization. Rezoning or creating additional pressure zones is recommended to reduce the system operating pressures, thereby reducing the need for individual service connection PRVs, reducing potential leakage, and reducing the range of elevations served by each zone. Several areas were reviewed for potential rezoning or zone creation, as presented in Figures 7.12 through 7.26. Figure 7.12 presents a legend of the areas reviewed associated with the pressure deficiencies found in the year 2031. The figures show potential improvements, such as locations of new PRVs, closed valves, or extending pump discharge piping to higher elevations. For each of these areas, it is recommended that the City perform a Rezone Study to determine how to best redistribute operating pressures and confirm the required system modifications. The following Rezone Studies are recommended: Kennydale 3201 Highlands 435 Rezone Study. 2. Rolling Hills Rezone Study. 3. Talbot Hill 350 Rezone Study. 4. West Hills Rezone Study. Two specific areas are discussed below. Kenn dale 320 Zone As shown on Figure 7.14, it is recommended that the Kennydale 320 Zone be rezoned to match the Valley 196 Pressure Zone. Higher elevation connections, such as near Lincoln Ave and NE 36th, should be served by the Highlands 435 Zone. This modification reduces pressures in the Kennydale 320 Zone, and also improves the ability to maintain 20 psi during February 14, 2012 - DRAFT 7-39 pw:I/Carollo/DocumentslGientMAlRenton78595A001DeliverablWChapler 71ChOTdou a fire flow in the lower zone. As the majority of the pressure zone is higher than 110 psi in the future, a rezone will be needed to meet the fire demand. West Hill 300 Zone The West Hill 340 Zone future fire flow capabilities are limited by a high -elevation service connection on a dead-end pipe on South 132nd Street. These high -elevation nodes should be reconnected to the West Hill 495 Zone by extending a pipe to them. These nodes will be connected to an area of high pressure, therefore a new pressure zone should be considered for this area. February 14, 2012 - DRAFT 7-40 pw:l7Carollo/DocumenWClienVWA/Renlon1B595AOGIDeliverables7Chapter 71ChG7,dom SE 72nd St uj m Lake Boren Lake Washington ay Creek CO 301+-F "A O 00 d O pPO Gb p SaYa/e; O(D�O O t Uj O Are � gp O o0 D m S Bangor St O — O O CCD 0 o O C�° Q O z Area ° 4 o O p 04 a Q Q 60 oo pp S 126th St OOOO6V O SE 126th S1 , S moo E, r p 00 X00 Q reen r CO Ow Q o Q COO Q p Black River Fort y O ., ar River Op f Area ad sy m� � ` Q 76v o Q� rs pao.�CP 59 gA c ek wQ O CIO I Green River $ Q 4 a Q O SE 164th St Lj E Area s 3 0 om O o SL 176th St m �Q o SW 43rd St 519 SE 192nd St I81 !_ a � ❑° t m Panther Lake Legend 2031 Nodes Treatment Plant Water Distribution System Retail Water Service Area Low Pressure Reservoir -- 8" and Smaller Q Areas of Improvement Figure 7.12 Areas of Improvement • < 30 psi , Well 10- 16" Pressure Zones I/� Water System Plan Update High Pressure ■ Spring 18" and Larger Feet City of Renton d 80 to 110 psi ® Pump Station Roads 0 2,000 4,OOD t}ar•�++� 0 a 110 psi ® PRV Waterbody '� w SE 72ND ST LU O� � J U�: SE 72ND PIL (J) 4 5�72N95C W 7 CO rn �0 j ¢ 2 r = SE 73RD PL W LIJ U Z `Q3dl ry Ln O m z Y r s 17 N `352 rn y� m Ln 70ry S r,� SE 76 Ty = `ms's Zo �°! uuj SE 767 `�� Cr �y SE 76TH ST T'YA f S J NAL Q� m C a`m X SE 79TH ST SE 78TH ST SE 77TH PL N m �a �o� F CO SE 78TH ST 'a LEWIS LN 51-= m D 5T �SyP p SE 80TH ST SE 8214 �Q � so Connect High Areas � r- AVALON DR _ 'p, N 7/ R 12" Li SE 86TH PIL S� m co o w 8 6.. 8.. 4 a SE 87TH ST ��fi °! w0- a„ w Pa f 88TH ST m CIO x w SE 89TH ST S�Bg�Hp1 6" _ S" o p SE 90TH ST m SE 91 ST ST 14 • 12" 0 May Creek New Pressure Zane SE 92ND ST 8 8.. 16" in fill N 6,1 _ 13 8, Sr TµR� Y 95 r 8 8^ r 43 co _ f n fi„ 8 , 53 16„ q.r i(I y yy r 40 co co CG V _ 6"6" 8.. 8.. 8" PW -5A Co ca 4" ck ::. 26 p 8 8.. i e $ 4" ° Reduce PRVs - m � $ a 4n 011 13,14, 26, 43 6" co hzr 4n 8" o _ ' ice.. �: 6 • 4" co • Fido 6 6" � Highlands 4" to 06 1.5 8 2T0 s 8 Open PRVs MG 435 ii.0, 6r. o Rese oirs 30, 31 hrL Pyr f G to 8 8" U �R S 113TH STy � P gr m Highlands S 114TH ST 0:75 MG 5 114TH ST 5 115TH ST 565 Reservoir O 6" 4^ �; U) N w 7 -1New Pressure Zane cc v Lo CD co S 116TH ST o r' Dedicated Transmission e S 119TH ST m N Main From Houser Wa 8',!�� ®e' y 8^ e" S 120TH 72"30 BPS To Highlands 435 4„ 0 STN N m co s #I 8. 16" 31 N ��■ a" E�: 16" " 8,. o fill fi" `- 52 r5 12„ i8 co y �` 7© ����IILl9 West Hill BPS 10" 8" Close Houser Way BPS 8.r �ro9 iv Discharge Line a Monroe 4 ti Avenue BPS 2 Houser 37 F0" EW 16 �s m r Way BPS 35 r . 47 6. 7G ro `. 42 1' Reduce PRVs MV011vet es Rest 16,39 oir 6n � tG' 12" 2" EW -3.. 35 Dedicated Transmission PW -,9#110 ` : Main From Houser Way g^ ' ' BPS To Highlands 435 ~ PW 8r.�s�t 81_ w Legend Improvements Proposed Im P R ® Treatment Plant Water Distribution System Retail Water Service Area -Highlands 435 East Talbot Hill 300 Z _ Figure 7.13 PRV [ Reservoir 8" and Smaller Pressure Zones Kennydale 320 Rolling Hills 590 Area 1 - Kennydale 3201 Closed Valve G well to- 16" Valley 196 Kennydale 21 a - Rolling Hills 395 Highlands 435 Rezone Study � Pipeline 0 Spring 18" and Larger West Hill 495 Water System Plan Update Highlands 565 _Talbot Hill 350 City of Renton Pressure Zone ® Pump Station Parcels Earlin tan 37o g -Rolling Hills 490 West Talbot Hill 300 Feet 0 700 1.400 ® PRV Waterbody West Hill 300 Scenic Hill 370 Talbot Hill 270 < 6" 72, • s:. m 8" p ° �„ . 10 4" m 4„ 4.. 4" a a m a 6 $ m " 4.. CQ 26 - c v 8 m m ° v.a ° 8 °� 4 x 8" 4" 8.. � Q 4" 12,. 4 p0 m 24" N _CD - �� = a g.. rn 0 4" 24" 24" _. 12" N „UZ y l N;ID = $ STATE FTE5?5 o? ° - m = H w 6" 4" 1USTFI A 12 4 0 12" y o 6". 8y 8 N o W 8" r xo. 9 ca 7 Q; w 6" g rd 04 s s ' 12•' °' I ' N -n 6"CL W 9 w vii a 8 $ 8 r. N 6" 6" F M�i ,a N a 12' m m W $"02 .. CR C N m zIL .: i 4" 6` 4" m x N N03I?, 2 m c 0 8" N Q ©> C5 111TH PL SE � p 9 4" � m � 'r� O 4"41 5^ Cb c+x 7e•. �y x cp A ; �. 8" s a7m 3 a EQMONQS 4A � Cb AVE SE co S. y a CL 117TH AVE SE cn 3 Z4 m v cn CO r, �� 9L 7s I Sq F 120TH AVE SE 0 �. .' � g 121 ST AVE SE b r r m ZU 9 ce <n En Mm m b � V °3 m 76", rn 0 z cn 4k . 12" cn En a da vi $ co 7s^ 03_ ski 428TH CT SE 350" _ till fn NJ DoT p ti /Y a a 76,, m o0 131 ST PL SE 9� m In y� m co m.o o q cn - did �� �3 a C Go 3 _ 134TH AVE SE 3 Co m 9 _ r 735tH 0 ® a! a n CD C7 cn —' •C M 21 a v m x m w v n x x m m m v C v % v o m v W v w v cn v n v m a m N C cn N 6 o v =_ o m o =' s u = m N y m v C S — m m m m w C D f' -'D O C o i �_ �n v o. Q 2 2 y — Q N Q m p- a 3 c a B n p ro Jr s x x 6 2 o _' x a� m N = m m w _ a m w a r v 3 ^' a ? N v t — �arD n N W = U� _ S.J -LnN N (T j W d O W tp ra 3 O Yl p K CD O 7 A W W 2 w CD n' m 3 w —m CL VI N o T D CID CD CO 12 s'+ Fred 8" _28 $„ ® 'J 29 Nelson BPS a� Nr t C� O 12 my "16" N - W 12" 12"i?ii rn 'c U LU OP, t 5 28TH ST Z 1 LV Ar _ le X N 22•' 3pY 4L CID 5E 29TH ST SE 166TH ST `S 1 12" w 12" w -6 w 12" aT 31 ST ST SE LO0 m LL o Lu .. 8". 2 x o m 0 9 12" °0 r - 12" 8„ 49 ;� New Pressure Zone x 12' aR: `D m Bx t3 a„ SE 173RD 5 SE 7 74TJ 7 S7 M N co ,9 00 F 6+ SE CARR RD $ . 36 7pA c 12" 00 12. w LU w U) 8.. o a0 a S r' 20" LLJ V) e" South w 8" 25 Talbot BPS 8., 6' 24" 16" 24" 16 South Talbot SE 180TH ST o 00 Reservoir q�. 5 Dedicated Transmission Main o SE 181ST ST U3 Lu From South Talbot BPS a � s SE 182ND ST W �� cn m m as ax b W C3 J F ILL SE 184TH LN M v SE 186TH ST a" Make Springbrook a o 10" Dedicated Transmission Main b S SOTH ST SE 187TH .51 - TS S187TH ST n CO w SE 187TH PL co 9" r vi 5 SE 188TH PLLU a ` ►ilYl� o S 190TH ST a w w m CL a SE 190TH ST 12 D = SE 190TH S F o o SE 190TH PL S 192ND ST S 55TH ST SE 192ND S1 k FILL" a Lu Lu Legend Proposed Improvements ® Treatment Plant Water Distribution System =1 Retail Water Service Area Highlands 435 East Talbot Hill 300 �,_ Figure 7.15 PRV e Reservoir B" and Smaller Pressure Zones Kennydale 320 Rolling Hills 590 Area 3 - Talbot Hill Closed Valve Q 10 - 16" Valle 196 Well Y Kenn dale 218 y g Rezone Stud Rollin Hills 395 y Pipeline ® Spring 18" and Larger West Hill 455 Highlands 565 Talbot Hill 350 Water System Plan Update City of Renton Pressure Zone ® Pump Station Parcels Earlington 370 _Rolling Hills 490 West Talbot Hill 300 0 400 Feet 800 ® Waierbod West Hill 300 PRV Y Scenic Hill 370 Talbot Hill 270 C �ar,.11y S 120TH ST S 120TH ST CO --8.. Dedicated = n Transmission Main N W ¢ From West Hills BPS m S 120TH PL Z S121STST W CN w 5 22ND ST S 121STSTry� Qi 22ND ST ti NMI � Cpnnect Downstream � �•1■�■ of New PRV C 16.. S 124TH ST S 124TH ST 52 W , ..■ 1 ..�, west Hill BPS a F_ m i 25TH ST $ ��Sp LU of ro. of sT m ■ West Hill 5 128TH ST `D NW 5TH T Reservoir S . 14\N ATH P �2 6ly`Sr S 127TH ST 2 ,U New Pressure Zone ■■ ■ � B e N 47 0 47 3 42 � L 8" a w S 132ND ■ 4 / _ 10" 8" v � p r �s N Extend Pipeline 8"Cr SW V1CTORlA S 7 - Serve High -Pressure Areas CO Serve ��--- With Upper Zones; Reduce �T_ �_ Pressure in West Hill 300 COSw2Np ST p sc ` CO 35 ii 1 8. S 134TH ST S 2ND ST 8" $a 3 0 SW 2ND PL ifl a 'az xx C 8u Cb - Z CO 6" 3RD ST sS' Connect to Valley � ,� 15 3¢Q ¢L CO It 32 �wsT>Y Ss M f $ 32 $ . 8 a„ cc C% 10" iv Legend Proposed Improvements W Treatment Plant Water Distribution System Retail Water Service Area Highlands 435 East Talbot Hill 300 A Figure 7.16 0 PRV © Reservoir 8" and Smaller Pressure Zones Kennydale 320 Rolling Hills 590 Area 4 — West Hills • Closed Valve � Well 10- 16" Valley 196 Kennydale 218 _ Rolling Hills 395 Rezone Study Pipeline F Spring 16" and Larger West Hill 495 Highlands 565 - Talbot Hill 350 Water System Plan Update Pressure Zone vs � Pump Station Parcels Earlin ton 370 g -Rolling Hills 49D West Talbot Hill 300 City of Renton Feet 0 250 500 ® Waterbod PRV Y West Hill 300 Scenic Hill 370 Talbot Hill 270 7.5.4.2 Fire Flow Improvements A number of pipes require replacement and upsizing to meet the fire flow criteria in future planning years. These projects are summarized in Table 7.25. Figure 7.17 shows the locations of new pipes and pipes recommended for replacement. One new network looping connection was identified. Project Number 36 could either be replacement of existing Highlands 35 piping to hydrants, or moving hydrants to the adjacent Highlands 565 piping with replacement of a shorter pipe section. Table 7.25 New Pipes and Recommended Pipe Replacement for Fire Flow No. Exist Pipe Size (in.) New Pipe Size (in.) Length (LF) Location New Pipes for Fire Flow N-1 - 10 10 NE 12th St and Monroe Ave NE N-2 - 8 111 S 132nd St Recommended Pipe Replacement for Fire Flow No. Exist Pipe Size (in.) New Pipe Size (in.) Length (LF) Location R-4 6 8 458 97th Ave S and S 178`' St R-5 4 8 1,031 S14 Ih St R-7 6 8 643 Maplewood Ave and Maple Valley Hwy R-11 4,6 8 1265 S4 th St and Morri Ave S R-12 4 8 56 S3 rd St. and Burnett Ave S R-13 4 8 194 Whitworth Ave S R-14 4 8 73 Houser Way S and Whitworth Ave S R-15 4 8 50 S2 nd St R-16 4 8 874 Houser Way S and Whitworth Ave S R-18 4,6 8 364 SW 4th PI R-19 4,6 8 766 Maple Valley Highway R-20 6 8 806 Sunset Blvd N and NE 3rd St R-22 4 8 530 Main Ave S R-23 4 8 30 S 3`d St and Whitworth Ave R-24 4 8 794 SW Langston Rd and Bagley PI SW R-27 4 8 280 Houser Terrace Apartments R-28 4,6 8 983 Windsor PI NE R-29 4,6 8 1,793 Monterey I NE and Capri Ave NE R-30 8 10 914 Harrington PI NE and Sunset Ln NE February 14, 2012 - DRAFT 7-46 pw IICaroilWDocuments/ClienWUNRentonf8595A001Delkrables!Chapter PChOTdocx Table 7.25 New Pipes and Recommended Pipe Replacement for Fire Flow No. Exist Pipe Size (in.) New Pipe Size (in.) Length (LF) Location R-35 6 8 553 NE 10th PI R-37 6 8 188 N 4th St and Houser Way N R-38 8 12 2,749 SE 162nd St, Lincoln PL SE, SE 21st PL, and Jones PL SE Dead End Pipe Improvements No. Existing Pipe Size (in.) New Pipe Size (in.) Length (LF) Location R-1 6 8 280 Benson Condominiums R-2 6 8 340 Regency Woods Apartment Homes -- Grant Ave S R-3 6 8 253 Regency Woods Apartment Homes — Thomas Ln R-6 8 170 S2 nd St and Logan Ave R-8 6 12 330 NAth St and Factory Ave R-9 8 10 537 Renton High School R-10 4 8 170 Renton High School — Tobin St R-17 6 8 124 SW 13th St R-21 8 10 137 Renton Public Library R-25 6 8 210 NW 4th St and Taylor Ave NW R-26 6 8 123 SW Sunset Blvd R-31 6 8 751 NE 6th PI and Index PI NE R-32 6 12 1,055 Sunset Ln NE R-34 6,8 10 722 NE 10th St, Greater Highlands Shopping Center, Golden Pines Apartments 6 8 151 R-36 6 8 316 Kenworth Renton Plant — Houser Way N 7.5.5 Annual Pipeline Replacement Program The City's existing pipes were assessed for their conditions in order to prepare a pipeline replacement program. The condition assessment focused on identifying the remaining useful life (RUL) of the City's water pipes. The length of time that a pipe is anticipated to remain functional is called the useful life. Useful life depends largely on the pipe material, but can also depend on soil conditions, water constituents, and installation_ When a pipe is in service beyond its useful life, the increasing costs of maintenance associated with a failing pipe typically warrant replacement. February 14, 2012 - DRAFT 7-47 pw:lfCarolWDocuments/ClienVWAJRentorV8595A00lDe4iverablWChapter 7007.dou �T r -11rm . '� ! • iJil� . �� �IN e J � ■ ori f 405 ■ oil r �f� f mail 11� p low 13 No -in. I f► _I a r iyJ1J - • `-• � 1 Iii •/1 Table 7.26 presents the estimated useful life of various types of pipe materials found in the City's pipe data. Table 7.26 Useful Life of Pipes Pipe Material Original Useful Life Assumption (yrs) Asbestos Cement (AC) 70 Cast Iron Pipe (CIP) 60 Ductile Iron Pipe (DIP) 80 Galvanized Steel Pipe (Gals) 50 High Density Polyurethane Pipe (HDPE) 70 Polyvinyl -Chloride Pipe (PVC) 80 Steel Pipe (Steel) 70 RUL is defined as the length of time left before a pipe will reach the end of its useful life. Pipe age and material type were used to determine the RUL of the City's pipes. The City's GIS data was used to determine the type of material and year that pipe segments were installed. Table 7.27 presents the total length of pipe according to the year installed and material type. As seen in the table, the majority of the City's pipes are Cast Iron Pipe (CIP), installed from 1920 to 1980, and Ductile Iron Pipe, installed from the 1970's to today. The cells of Table 7.27 are color -coded to show the RUL of pipes in that category. For example, the lengths of pipe in the red cells have all reached the end of their useful life (have a remaining useful life of zero). Using these assumptions, approximately 132,000 linear feet (LF) of pipe, or 8 percent, of the City's pipes have an RUL of 10 years or less. From the data, approximately 24 percent of the City's pipes are expected to reach the end of their useful life in the next 20 years. Figure 7.18 presents the total length of pipe reaching the end of its assumed useful life by year. All pipes that have already exceeded their useful life are shown in the year 2011. Given a maximum useful life of 80 years for any pipe type, pipes installed today are expected to require replacement in 2091. The figure also presents the annual replacement per year for two scenarios. If the City wishes to start annual replacement of all its pipes from 2011 until 2091, approximately 20,000 LF of pipe would need to be replaced annually. This is shown as a green line on the figure. From the figure, it is apparent that many pipes are expected to reach the end of their useful life by the year 2045. To maintain replacement schedules just until the year 2045, approximately 14,000 LF of pipe would need to be replaced annually. This is shown as a red line on the figure_ It is recommended that the City begin an annual pipe replacement program of 14,000 LF per year targeting the pipes that have reached the end of their useful life, and to offset the depreciation of this City asset. Figure 7.19 presents the locations of these pipes. February 14, 2012 - DRAFT 7-49 pw:fiCarDliclDocuments!CllentMAJRenton78595AOOfDeliverables!Chapter 71 V.docx 0 9 m ¥ L ƒ � / / 2 \ m Cq C4 m k . ac� o® lc� W 0 CD C 0 Oj Al cr) O \ R U')3 n 3 U m D � ® ~ � COco & \ m@ n R 0 m W q .2 2 k q N ® % 0 w U) - c D m � k k CD m UD / \ � q q o p _2 CO� = n n � \ \ CD q ca CDC,4 @ W \ 0 2 LO . C\l C4 \ IT _ / 0 2 014 � ¥ cq 04 CD C /\ E ` k co 2 CD \ j . . ^� k 2 CD C" $ CD 2�} � m n U) _\ � ■ / @ \ m o ± q ° 7 k § CL 0 q EL k d) _ ® a § § $ J O c ■ CL 2 § 2 ® - 2 2 — ° 6 w a a © k � k a x k acm 0 9 m ¥ L ƒ � W LL L60Z J 6802 D --^ L80Z LL W 0 0 = S$OZ Vi w N N T T £80Z q T C) T C) N L80Z LL 0 no I1 Z .�.�. o cu6LOZ LLOZ Z w SLOZ LV n o w E s/ -OZ Z � V ami �: LLOZ Q -■' L90ZLU Q a a� a� 990z a o J J E90Z V) .c 0 0 o 0 L90Z W c N 6Soz d a Jy LSoz _ 59oz a a 69oz ' I L90Z 6t70z LVOZ 9t oz £IOZ H70Z 6£OZ i L£OZ 9Eoz EEOZ LEOz I 6ZOZ LZOZ • szoz Ezoz 4ZQZ 6 LOZ LLOZ SLOZ E £Laz 0 0 0 0 0 (D 0 0 0CDP 0 1 C O r o 6J Q 00 a fl- o 0 0 (D 6() 0 0 M N C T �T ■ Ij 405 _ r . � 1 w r Emu Roluman 7.6 SUMMARY OF RECOMMENDATIONS The system analysis yielded a number of recommended improvements including pump station, reservoir, pipeline, and pressure zone improvements, as summarized below. Projects to address deficiencies found in the year 2017 are of higher priority than those to address deficiencies in the year 2031. 7.6.1 2017 Improvements Pump Station Improvements: Install back-up power generators at the West Hills BPS. Storage Improvements: • Construct a new 1.0 -MG tank for the Valley Operational Area to improve the ability to serve the highest customers during an emergency. This project could be delayed if the City enters negotiations with SPU for additional supply to this zone. • Alternatively, the City could rezone the Valley 196 Zone to eliminate the high -elevation customers. • Install back-up power generators at the Monroe Avenue BPS to allow storage to be provided from the Highlands 435 Zone to the Highlands 565 Zone (will also improve pumping capacity for long-term). • Add back-up power to the Maplewood BPS to increase pumping capacity from the Rolling Hills 490 Zone to the Rolling Hills 590 Zone. • Add auto -start, auto -transfer, and back-up power to the Rolling Hills BPS such that three pumps can be operated at the same time. • Add auto -start, auto -transfer back-up power to South Talbot BPS to increase pumping capacity and reduce the storage deficit. Pipeline Improvements: Complete approximately 18,000 LF of pipeline improvements presented in Table 7.25 to address 2017 fire flow deficiencies. Implement a new Annual Pipeline Improvement Program to address pipes that have reached the end of their useful life_ Approximately 14,000 LF of pipeline must be replaced per year as part of this program. It is recommended that this program be completed concurrent with an Asset Management Program. February 14, 2012 - DRAFT 7-53 pvr:llCarollolDocumentslClienVWA/Renton18595ACOlDeliverableVChapter 70074ou Pressure Zone Improvements: • Perform the following Rezone Studies: — Kennydale 3201 Highlands 435 Rezone Study Rolling Hills Rezone Study Talbot Hill 350 Rezone Study West Hills Rezone Study 7.6.2 2031 Improvements Pump Station Improvements: • No additional improvements_ Storage Improvements: • Construct a new Highlands 435 Reservoir to serve both the Highlands 435 and Highlands 565 zones. • Add auto -start, auto -transfer to the Maplewood BPS to serve fire flow from the BPS. Pipeline Improvements: • Continue the Annual Pipeline Improvement Program to replace approximately 14,000 LF per year of pipeline that has reached the end of its useful life. Pressure Zone Improvements: No additional improvements. February 14, 2092 - DRAFT 7-54 pw:l7CarollolDocumenWCIienVWNReoorV8595A00JDeliverab6s/Chapter 71ChD7.d=x Chapter 8 OPERATIONS AND MAINTENANCE 8.1 WATER SYSTEM MANAGEMENT Organization of the City of Renton's Water System is described in Chapter 1 of this plan, Chapter 1 — Introduction (see Figure 1.2, City of Renton Drinking Water Organization). The operations and maintenance staff is shown under the Maintenance Services Division within the overall organization of the water system. Descriptions of individual job functions and responsibilities as they relate to specific operations and maintenance activities are described below. 8.1.1 Normal Day -to -Day Operations Normal day-to-day operations of the water utility are the responsibility of the Water Maintenance Services Section under the direction of the Water Maintenance Services Manager, Mr. Ray Sled. The Water Maintenance Services Unit is under the direction of Mr. George Stahl_ The Water Maintenance Services Unit is responsible for main flushing; tank and reservoir cleaning; exercising valves and hydrants; leak detection and repair; PRV maintenance and setting; small meter maintenance, repair and calibration; hydrant maintenance and repair, and tie-in of water main extensions. The Water Utility Maintenance Unit is under the direction of Mr_ Craig Pray. The Water Utility Maintenance Unit is responsible for the operation, maintenance, and repair of the booster pump stations; wells; treatment systems; treatment plant; supervisory control and data acquisition (SCADA) system, and water quality sampling for operations and regulatory compliance. 8.1.2 Preventive Maintenance Preventive maintenance is performed by both the Water Maintenance Services Section and by contract to private parties. For example, large meter maintenance and calibration is contracted out, whereas painting of components of a booster pump station is usually performed by Water Maintenance Services Section personnel. Large maintenance projects, for example water tank painting, is done by public works contract with contractors selected under public bidding rules. These projects are usually managed by the Water Utility Engineering Section. 8.1.3 Field Engineering Field engineering support is supplied by the Water Utility Engineering Section. In some cases the engineering support is provided by City Staff and in other cases the support comes from engineering consultant firms. The City periodically selects a group of consulting firms that are pre -approved to complete small engineering jobs on a short notice (consultant roster). February 16, 2012 - DRAFT 8-1 pw:liCaroilolDocumentslClienUWAIRentorl8595ADOIDeliverableslChapler MhO8.dou 8.1.4 Water Quality Monitoring Water Quality monitoring is primarily conducted by the Water Utility Maintenance Unit (Unit). The Unit performs both operational and compliance water quality monitoring. Operational water quality monitoring includes: chlorine, fluoride, turbidity, temperature, polyphosphate, iron, manganese, ammonia, hydrogen sulfide, pH, well water level, and well production rates_ Compliance water quality monitoring is required by the Federal Safe Drinking Water Act of which most requirements are administered by the Washington State Department of Health and are published in WAC -246-290. Compliance monitoring includes: volatile organic chemical, synthetic organic chemical, trihaiomethanes and Haloacetic Acids, inorganic chemical and physical, bacteriological, radionuclides and tap sampling for lead and copper. The City maintains a system of monitoring wells around its production wells for the purpose of detecting contamination of the aquifers before the contaminants reach the productions wells. The Water Utility Engineering Section conducts this monitoring. The Water Utility Engineering Section also monitors the water table levels in the aquifers. All of the test results of compliance monitoring, with the exception of coliform monitoring sampling and monthly fluoride meter calibration check sampling, are stored in the City's enterprise -wide database. The results of monitoring for aquifer contamination are stored in the City's enterprise -wide database. Water level data collected by portable sounder is stored in the City's enterprise -wide database. Water level and water temperature data collected by automated sounder is stored on one of the City's network servers. 8.1.5 Emergency Response The City of Renton Emergency Response Plan defines how the City will respond to emergencies. This plan is maintained by the City of Renton Emergency Management Director with the City of Renton Fire and Emergency Services Department. The Water System Emergency Response Plan is a sub -plan to the City of Renton Emergency Response Plan. The Water System Emergency Response Plan includes information on security and terrorism threat and response. The Water Maintenance Services Manager is responsible for preparing for and responding to emergencies involving the drinking water system. The Water Maintenance Services Section maintains an emergency call-up list for employees on standby to respond to emergencies after hours on weekdays, on weekends and on holidays_ The response to an emergency may vary from a single maintenance technician addressing a relatively minor problem to the City activating the Emergency Operations Center and calling on the state or federal government to lead the response in a large disaster or terrorism incident_ 8.1.6 Cross Connection Control Plan The Cross Connection Control Plan is included in Appendix G of this Water System Plan. Most potential cross connections are identified through the plan review and building permit February 16, 2012 - DRAFT 8-2 pw,llCarolloA7ocumentslClientfWA/Renton/8595A007QeliverableslChapter 8008,doex review process. The Water Utility Engineering Section and the Development Engineering Section work together to identify potential cross connections during the plan review process for proposed development projects. Cross connections that are identified are eliminated or are controlled by the installation of backflow prevention assemblies. The cross connection control specialist in the Water Utility Engineering Section works with the building inspectors in the Development Engineering Section to ensure that cross connections which are discovered during inspections are either eliminated or controlled by the installation of approved backflow prevention assemblies. The Cross Connection Control Specialist maintains records on the City's enterprise -wide database of installed backflow prevention assemblies including installation and test history, and information on the cross connection which they secure. The database is also used to generate test notices to send to the owners of the backflow prevention assemblies. The City uses XC2 Software LLC's, XC2 software, to input information, query information, and generate reports, including test notices from the database. Members of the Water Maintenance Services Section, Water Utility Engineering Section, Development Engineering Section and Building Section are always on the alert to discover cross connections as they go about their duties throughout the City and its built environment. If cross connections are discovered they are reported to the City's Cross Connection Control Specialist_ 8.1.7 Capital Improvement Program Implementation of the Water Utility's capital improvement program is primarily the responsibility of the Water Utility Engineering Supervisor. Most of the improvements are done by public bid contracts. The Water Utility Engineering Supervisor works closely with the Water Maintenance Services Manager to identify and prioritize capital improvements. See Chapter 9, Capital Improvement Program, for more information. 8.1.8 Budget Formulation The Water Utility Engineering Supervisor formulates the Water Utility capital improvement program budget and the Water Maintenance Services Manger formulates the operations and maintenance budget. Both work closely with their Division Directors and the Public Works Department, Principal Financial and Administrative Analyst, to formulate their budgets. The Principal Financial and Administrative Analyst works with Finance Division staff to formulate the complete Water Utility budget. 8.1.9 Response to Complaints Complaints and questions are fielded by members of both the Water Utility Engineering Section and Water Maintenance Services staff. All water quality complaints are forwarded to the Maintenance Services Division secretary (426430-7400) for logging, response and tracking and follow up by the Water Maintenance Services Section. February 16, 2012 - DRAFT 8-3 pw:llCarcllolDocumentslClientlWAlRenionl6595AOO1DeliverableslChapter KhOB.dom 8.1.1 D Public and Press Contact Contact with the media is handled by the City of Renton Communications Director or his/her representative. The Development Services Division mans a customer service counter on the sixth floor of Renton City Hall. Members of the Water Utility Engineering section often report to the customer service counter to assist customers with questions about water quality and water service availability. 8.1.11 Billing Billing for the Drinking Water Utility, as well as for the wastewater, storm, and solid waste utilities, is performed by the Fiscal Services Division of the Finance and Information Technology Department. The water meter readers work under the Water Maintenance Services Manager. Billing problems are referred to Utility Billing staff in the Finance and Information Technology Department. 8.2 OPERATOR CERTIFICATION The City of Renton's drinking water system is classified as a Group 4 distribution system because the system serves a population of greater than 50,000. The Maplewood Water Treatment Plant treats water to remove iron and manganese using green sand filtration; converts hydrogen sulfide to sulfate through the addition of oxygen in conjunction with catalytic conversion on granular activated carbon, and removes ammonia by reacting it with chlorine to convert it to nitrogen gas. Additionally, the water is treated with fluoride. The plant is considered a Class III purification plant (Association of Boards of Certifications classification). Water pumped by wells RW -1, RW -2, and RW -3 receives primary disinfection by flowing through a pipeline designed to provide a chlorine contact time of six minutes (CT6) at the maximum flow rate. Additionally the water is treated with fluoride and sodium hydroxide. This plant is considered a Class 1 purification plant. Other treatment in the system includes in-line fluoridation, in-line chlorination, and the addition of sodium hydroxide and ortho polyphosphate to inhibit the internal corrosion of water mains and private plumbing. These treatment systems are not considered purification plants. Per the requirements of WAC 246-292, Renton's water system must be managed by a Water Distribution Manager IV; the Maplewood Treatment Plant must be operated by a Water Treatment Plant Operator III or higher; Wells RW -1, RW -2, and RW -3 must be operated by a Basic Treatment Operator or higher, and the Cross Connection Control Program must be managed by a Cross Connection Control Specialist. The City meets or exceeds all of these requirements. Table 8.1 lists the certifications of the drinking water staff. In-service training consists of special courses and seminars specifically designed for operation and maintenance groups. The training is offered through organizations like the American Water Works Association, Pacific Northwest Section; Evergreen Rule Water February 16, 2012 - DRAFT 8-4 pw:IfCarollo/DocumentslClienONNRentonlBS95A0010efiverableslChapter 8008.dou Association; Washington Environmental Training Center; equipment vendors; local colleges and universities, and trade organizations. Renton supports and promotes operator training. As the complexity of the Renton's water system increases, the need for trained and efficient staff to keep pace with advances in technology and ever-expanding federal and state regulation will become more important. New employees need utility orientation and basic information and experienced employees need training in regulatory requirements and technological updates. The importance of regular employee training can be strengthened by linking the training with the personnel evaluation program. The personnel evaluation program should be used to provide the employee with a regular and predictable employee promotion plan. A predictable employee promotion plan that is closely linked with an employee -training program can improve employee competency and proficiency. Mandatory certification, as well as the qualifications and training requirements for obtaining and maintaining the certification, is stipulated by the State of Washington. The City Council and City Administration have endorsed the idea of increased and continuous training. Table 8.1 Staff Certification Name Certification Raymond Sled WDM4, WTPO4 (Mandatory Certifications for operation of the Water System) George Stahl WDM3 (Mandatory Certifications for operation of the Water System) Craig Pray WDM3, WTPO3 (Mandatory Certifications for operation of the Water System) Jason Burkey WDM1 Sean Campbell WDM2 Mark Combs WDM1 Ronald Druce WTPO2, WDM3 Greg Durbin WTPO2, WDM3 Joe Ferrer WDS1 Pat Flaherty WDM3, WTPO2 Jayson Gallaway WDM1 Daniel Grant WDM1 Danny Hribal WDM1 Kevin McQuiller WDM1 February 16, 2012 - DRAFT 8-5 pw:llCarollolDxumenWClientNJWRenton16595A00IDeliverableslChapter OQ08-dou Table 8.1 Staff Certification Name Certification Joshua O'Neill WDM1 Patrick Pierson WDM1 Robert Purdy WDM1 Bob Sagara WDM2 Eric Schwind WDM1 Gary Smith WDS1 Lys Hornsby WDM4, CCS J. D. Wilson WDM 4 Tom Malphrus WDM3, CCS Mike Dotson CCS 8.3 SYSTEM OPERATION 8.3.1 Identification of Major System Components The operation of the major system components is generally described in Chapter 2, Existing System. 8.3.2 Routine System Operation Each major system component has an Operations and Maintenance (O & M) manual that describes start-up and shut -down procedures and safety procedures. Additionally, the Water Maintenance Services Section has written procedures for both electrical and hydraulic lock-out/tag-out of the water system facilities_ All sources and booster pump stations are metered and all flow is monitored and recorded by the SCADA system. The flow through the metered connections to the Seattle Public Utilities pipelines at the Fred Nelson Booster Pump Station, Tiffany Park Booster Pump Station and Bow Lake Pipeline is monitored and recorded by SCADA. In addition to the information recorded by SCADA, Water Maintenance Services staff read and record meter readings at all sources and all pump stations, daily if the facility is in operation and twice per week if the facility is on standby. Retail meters at customer connections are read either monthly or bi-monthly. The meter reading routes, sequencing, and cycles are maintained in the City's Utility Billing System. Meters are read either visually, with touch read wands, or by radio read. Currently the City has United Pipe and Supply, Inc., under contract to install an Automated Meter Reading System (AMR). The first AMR ready radios will replace the existing radios on meter reading February 16, 2012 - DRAFT 8-6 pw:tlCarellalDocuments/ClientANNRenton/8595ADO/Deliverables/Chapter KhD8.docx routes 25 and 31. The first AMR ready radios are scheduled to be installed in October 2011. Initial testing of the AMR system will begin shortly thereafter. The system performance is evaluated in terms of meeting federal and state drinking water quality requirements; maintaining customer satisfaction; controlling the cost of production and delivery of water, and meeting system policy goals for service pressure and fire flow. 8.3.3 Preventive Maintenance Program The preventive maintenance program is documented and tracked by Infor EAM (Enterprise Asset Management). Infor EAM is a computer-based system that is used to schedule preventive maintenance and assign resources where they will do the most good; predict equipment reliability problems and prevent them from happening, and manage assets to best meet the organization's goals. 8.3.4 Equipment, Supplies, and Chemical Listing Table 8.3 is a listing of vehicles and major equipment assigned to the Water Shop. Inventoried supplies (items stocked on shelves or stored in the yard) are purchased and tracked by the Maintenance Services Division Maintenance Buyer and staff. The Water Maintenance Services Manager and staff provide input to the Maintenance Buyer as to appropriate items and quantities to stock_ In addition to stocked items the Maintenance Buyer maintains information on source of supply for chemicals that are delivered directly to the place of use and for parts and equipment items that are not stocked on the shelf or in the yard due to low frequency of purchase or large physical size. The Maintenance Buyer uses the Infor EAM system to purchase items and manage inventories. The Water Maintenance Services Manager maintains information regarding service representatives for major water system components and chemical suppliers_ Additionally, the Water System Emergency Response Plan contains lists of contacts for suppliers and support services. Both the Water Maintenance Services Section and the Water Utility Engineering Section maintain copies of the O & M manuals for all of the major components of the drinking water system. These manuals list manufacturer part numbers and descriptions as well as technical specifications for components and chemicals used. 8.4 EMERGENCY RESPONSE PROGRAM The Drinking Water Utility maintains a Wafer System Emergency Response Plan, which is a sub plan to the City of Renton Emergency Response Plan. 8.4.1 Water System Personnel Emergency Call-up List The Water Maintenance Services Section publishes two emergency call-up lists: one for emergencies dealing with wells and booster pump stations and one for emergencies February 16, 2012 - DRAFT 8-7 pw:llCarallolDocumenis/CIIenVWAlRentonf8595ADOiCeliverables7Chapter Kh48 docx dealing with water mains, PRV stations, and water tanks (reservoirs). The SCADA system is connected to an auto dialer that is used to contact call up personnel when an alarm is triggered after office hours. The auto dialer is programmed to move down a list of phone numbers until its call is acknowledged_ After office hours calls to 911 that are water system related are handled by the 911 dispatch who then contacts a cell phone that is carried by on call staff. If the on-call staff does not answer the cell phone the dispatcher will attempt to contact the Water Maintenance Services Manager, the Water Maintenance Services Supervisor or the Water Utility Maintenance Supervisor. Other phone numbers are available to the dispatcher including the Maintenance Services Director's cell phone number. 8.4.2 Notification Procedures - Water Quality Emergencies See Appendix H, Drinking Water Quality Monitoring Program. 8.4.3 Vulnerability Analysis See Chapter 5, Policies, Criteria, and Standards, for the Water Utility's reliability and vulnerability policies. The Water Utility completed a security vulnerability assessment in December 2003 and updated the city-wide Emergency Response Pian in June 2004 as required by the Public Health Security and Bicterrorism Preparedness and Response Act of 2002. The Water Utility budgets for security improvements in its Water System Capital Improvement Program. Typically this money is transferred into specific project budgets were security upgrades are incorporated into the overall project scope. Periodically, the Water Utility assesses the vulnerability of its drinking water system to threats from earthquakes, floods, power outages, etc. New facilities are designed and constructed to the latest building code standards. In addition, extra emphasis is placed on hazard engineering when the new facilities are critical to the operation of the water system. Retrofits of existing facilities typically incorporate security and safety upgrades and sometimes structural modifications to enhance survivability and operability of the facility after natural or manmade disasters. The Water Utility designs and constructs redundancy in its water main network, supply sources, pressure zone transfer pumps and PRV stations, etc., to increase the system's overall reliability and reduce its vulnerability to disruptions. 8.4.4 Contingency Operational Plan Contingency operational plans for the various facilities are included in the, Water System Emergency Response Plan. February 16, 2012 - DRAFT 8-8 pw'liCarollo/Documents/Client/WAlRentonl6595A0010eliverahleslChapter 81ChQ8 docx 8.5 SAFETY PROCEDURES The goal of the Water Maintenance Services Section is to comply with all OSHA and WISHA regulations applicable to the operation of the section_ All workplace hazards, related safety and first aid equipment and procedures are identified and communicated to the Water Maintenance Services staff via safety briefings, facility specific Standard Operating Procedures, facility Operation and Maintenance Manuals, and/or Material Safety Data Sheets. 8.6 CUSTOMER COMPLAINT RESPONSE PROGRAM Each year the Water Maintenance Services Section receives approximately 3,000 calls of which approximately 300 are complaints. Each call is logged into the Infor EAM system. When applicable, a staff member is assigned to the complaint. Infor EAM tracks the problem; its location; who is assigned to investigate/fix the problem; what was discovered in the field; what was done to address the complaint, and how much time/materials were expended. Complaints are mainly regarding water leaks (80%) and taste and odor problems (20%). 8.7 RECORD KEEPING AND REPORTING Maintenance and operating records are an essential tool in utility management and operation. They also provide the supporting data necessary for long-term planning. The Water Utility keeps several types of records: water quality sampling for operations and mandatary water quality sampling records (see Appendix H); chemical dosing records; water main disinfection records; hydrant flushing records; source production, and booster pump station pumping records; reservoir level records; aquifer level records; personnel records; customer contact records; meter records; inventory records, etc. The City's records are legible, permanent, accurate, and accessible. Their importance to the efficient functioning of the Utility is effectively addressed in the context of the in-service staff training sessions. Hard copies of the records are maintained at the Water Maintenance Services Manager's office. The Water Utility Engineering Section maintains information on mandatory water quality sampling test results in a database in the City's enterprise database management system. The Water Utility Engineering Section also maintains electronic copies (MS Excel files) of the Water Maintenance Services Section's operational records on one of the City's network servers. The Water Utility Engineering Section maintains records of backflow assembly test results, tester certifications, test notifications, backflow assembly information and cross connection information in a database in the City's enterprise database management system. February 16, 2012 - DRAFT 8-9 pw,liCarollolDocumentslClientWAlRenlon18595AOOIDeliverableslChapter tl1Ch0$.docx The SCADA system (described in Chapter 2) records the flow rates and flow quantities of all wells, booster pumps, and spring; water levels in reservoirs and production wells; levels in chemical storage tanks; pH levels of raw and treated water; pump starts and fails; alarm conditions; and various other data. Current maps of the water system are also important for operation and maintenance. Changes or additions to the water system are added as they occur by the Water Utility Engineering Section and paper and electronic copies are provided to the Water Maintenance Services Section, the Fire Department, Development Services Division, and others. The geospatial and attribute information on the drinking water system is maintained in ESRI ArcGIS (ArcSDE geodatabase in the City's enterprise database management system). Currently the Water Maintenance Services Section maintains five laptop or tablet PCs which are loaded with the ArcMap. The laptops and tablet PCs are updated periodically with the most current GIS information. The GIS information is viewed using ArcView. The laptops and tablet PCs are used by the utility locators, valve crews, and meter technicians. For users at City Hall, the Water system information is available through an ArcGIS Server, web based application. Paper forms of the maps including valve, hydrant, and fire flow map books at 1" = 400" scale and wall maps at various scales are available upon request. Maps are also available in PDF format. Records are kept in accordance with Revised Code of Washington and Washington Administrative Code requirements. The City's file maintenance plan outlining specific instructions for keeping and destroying files is maintained and managed by the City Clerk. February 16, 2012 - DRAFT 8-10 pw:l7Carolloli]ocumentslCIienVWNRen1on18595A00lOeliverableslChapter 8Q08,docx Table 8.2 Operations & Maintenance Activities — Typical Year Activity Work Quantity Work Unit Labor Days Program 41 — Water Distribution 1 Meters Test / Repair Meter 3"+ 110 Meter 3"+ 27 Replace Meter 1.5"-2" 50 Meter 25 New Meter Accounts 180 Meter 18 Meter Readings 480 Route 360 Meter On / Offs 1,402 Meter 84 Meter Closings 701 Meter 87 Meter Re -reads 420 Meter 8 Replace / Repair Exist Meter 420 Meter 42 Sawdust Meter Boxes 841 Box 14 Lids, Adjust / Clean Boxes 560 Box 11 New Meter Install 220 Meter 27 Fire Meter Services 20 Meter 10 Program 01 Total 713 Program 42 — Water Distribution 1 Service Service Install 55 Service 110 Contractor Repairs to Service 12 Service 6 Service Repairs 250 Service 137 Check Leaks / None Found 210 Meters 42 Abandon Service 0 Service 0 Transfer Service 30 Service 45 Replace Service 60 Service 140 Program 02 Total 480 Program 03 - Water Distr i bution/Va Ives Gate Valve Inspection 2,256 Valve 250 Gate Valve Repair 45 Valve 33 Program 03 Total 283 February 16, 2012 - DRAFT 8-11 pw:llCarollalDocuments�CllenVWNRenton18595AD0lDeliverableslChapter KhKdocx Table 8.2 Operations & Maintenance Activities — Typical Year Activity Work Quantity Work Unit Labor Days Program 04 — Water Distribution — Mains Leak Detection 13,900 Linear Feet 18 Cut -In Tees & Valves 12"+ 6 Cut -In 18 Main Cut & Cap 42 Labor Hour 21 Main Connections 70 Tie -In 210 Locate 1 Inspect 1 Repair AirVac 360 Labor Hour 13 Polypig Mainline 0 Linear Feet 0 Main Replacement 1000 Linear Feet 40 Cast Iron Main Repair 8 Repair 24 Steel Main Repair 10 Repair 30 AC Main Repair 5 Repair 12 Disinfect New Mains for 275 Labor Hour 34 Contractors Program 04 Total 420 Program 06 — Water Distribution 1 Hydrants Hydrant Testing 5,810 Hydrant 134 Hydrant Repair 319 Hydrant 63 Part -Time Hire — Hydrant Painting 581 Hydrant 58 Hydrant Replacement 128 Labor Hour 16 Program 05 Total 271 Program 46 — Water Distribution I Reservoirs Reservoir Maintenance — Internal 196 Labor Hour 24 Reservoir Maintenance — External 90 Labor Hour 11 Part -Time Hire — Ground keeping 1,260 Labor Hour 157 Program 06 Total 192 Program 07 — PRV Stations PRV Station Maintenance 272 Labor Hour 68 Program 07 Total 68 February 16, 2012 - DRAFT 8-12 pw:llCarol{olDocumenWCAientUAlRenton18595A001Deliverables/Chapter 81ChN.dom Table 8.2 Operations & Maintenance Activities — Typical Year Activity Work Quantity Work Unit Labor Days Program 08 — Chemical Treatment Chemical Treatment Inspection 1600 Labor Hour 300 Chemical Treatment Preventive 160 Labor 20 Chemical Treatment Maintenance 88 Labor Hour 44 Treatment Chemical Handling 800 Labor Hour 100 Program 08 Total 464 Program 09 — Pump Stations Pump Station Preventive 494 Labor Hour 123 Maintenance Pump Station Inspection 1235 Labor Hour 115 Pump Station Painting 252 Labor Hour 3 Pump Station Electric 95 Labor Hour 11 Pump Station Piping 95 Labor Hour 11 Regulatory Compliance 50 Labor Hour 12 Program 09 Total 275 Program 11 — SCADA System SCADA Maintenance 360 Labor Hour 18 Program 11 Total 18 Program 12 — Water Quality Water Testing 1200 Samples 45 Lead & Copper Rule Testing 40 Labor Hour 5 Water Quality Complaint 90 Complaints 14 Investigations Flushing Mains 300 Labor Hour 46 Aquifer Monitoring I Testing 28 Labor Hour 3 Program 12 Total 113 February 16, 2012 - DRAFT 8-13 pw:I/Carollo/DocumentslClientMAlRentordB595A001QeliverahleslChapter 8lChOB.docx Table 8.2 Operations & Maintenance Activities — Typical Year Activity Work Quantity Work Unit Labor Days Program 13 — Miscellaneous Temporary Meters 0 Meter 0 Equipment Service 200 Labor Hour 25 Stores — Yard Work 300 Labor Hour 37 Contractor Construction — 240 Labor Hour 240 Inspection Meter Reader Postings 12 Labor Hour 1 Emergency Response 300 Labor Hour 75 Utility Location 2080 Labor Hour 260 Work — Other Section 192 Labor Hour 24 Program 13 Total 662 Program 90 — Administration Field Supervision 1400 Labor Hour 288 Professional Training 700 Labor Hour 87 Planning & Records 1900 Labor Hour 213 Plan Review 400 Labor Hour 50 Meetings & Conferences 1000 Labor Hour 125 Program 90 Total 763 Program 91 — Leave Time Payroll Adjustments 0 Labor Hour 0 Sick Leave Usage 1200 Labor Hour 150 Absent Time 5600 Labor Hour 700 Program 91 Total 850 Grand Total 5,572 February 16, 2012 - DRAFT 8-14 pw:I/CarollcUDxumenbUClientlWAlRenton18595AOOlDeliverables/Chapter 87CK8.docx Table 8.3 Water Maintenance Services Equipment List 2011 Unit # Equip # Use Vehicle Descr. Year Normal Operator DISTRIBUTION CREW TRUCKS 2085 D93 Water Crew F 550 Diesel 1999 Lead - Bob Sagara 2085 D89 Leaks 8r Mtr F 550 Diesel 1999 Water Crew 2085 D109 Water Crew F 550 Diesel 2004 Lead; Eric Schwind 2390 8141 Valve Crew Dodge Sprinter 2408 Water Valve Crew 2390 8142 Valve Crew Dodge Sprinter 2008 Water Valve Crew 2010 B101 Utility Locator Blazer LS 4x4 2001 Fred Enriques 2010 B148a Utility Locator Blazer LS 4x4 2008 Mohogany Williams 2034 0257 Call Out Chevy Silverado 2011 Water Crew 2330 B094 Meter Van Chevy Van 2003 Sean Campbell 2080 D069 Flat Bed 1 Ton Flat Bed 1992 Water Crew 2085 D095 Flat Bed 1.5 Ton Flat Bed 1999 Water Crew 2080 D100 Flat Bed 1 Ton Flat Bed 2000 Water Crew LARGE EQUIPMENT 2200 D110 Dirt Hauling 5 yard dump 2007 Water Crew 2220 D116 Dirt Hauling 10 yard dump 2008 Water Crew 3500 E095 Digging Back -hoe 2008 Water Crew 6000 5169 Equipment Trailer Equipment Trailer 1998 Water Crew WATER QUALITY GROUP TRUCKS 2330 B105 Water Quality Astro Van 2002 Greg Durbin 2330 B110 Water Quality Astro Van 2003 Ron Druce 2300 8094 Water Quality 314 Ton Van 2001 Kevin Mcquiller 2085 D114 Water Quality 1 Ton Flat Bed 2006 Dan Hrible 2300 C254 Water Quality Silverado Pickup 2008 Robert Purdy 2300 B061 Water Quality Chevy Pickup 2007 Pat Flaherty February 16, 2012 - DRAFT 8-15 pw1lCaroiloll)ocurrentslClienYWNRentonl8595A60lDeliverableslChapter WhRdocx Table 8.3 Water Maintenance Services Equipment List 2011 Unit # Equip # Use Vehicle Descr. Year Normal Operator WATER METER READERS 2000 0224 Meter Reading Small Pickup - Ford 2003 Doug Allen 2000 0218 Meter Reading Small Pickup - Ford 2002 Sandy Hock 2000 C241 Meter Reading Small Pickup - Gmc 2007 MANAGER AND SUPERVISORS 2300 B119 Water Quality Astra Van 2006 Craig Pray 2060 C181 Distribution 314 Ton Pickup 4x4 1997 George Stahl 2010 B077 Manager Blazer LS 4x4 2008 Ray Sled February 16, 2012 - DRAFT 8-16 pw:!lCarollo/DocumentwCGentMNRenton18595ADO/DeliverahleslChapter KhO8.dou Chapter 9 CAPITAL IMPROVEMENT PLAN 9.1 INTRODUCTION This chapter summarizes planned and future water system improvement projects and programs that are recommended in other chapters of this Plan and from other feasibility studies for the City of Renton (City). The improvements are needed to correct existing system deficiencies to keep the system running in order to reliably supply the City's water customers with safe, clean water that meets federal and state drinking water regulatory requirements. The Capital Improvement Plan (CIP) also outlines planned projects that are needed to upgrade and expand the City's water system to meet future water demand from growth in population and from development within the City of Renton water service area. 9.2 CAPITAL PROJECTS The City has a separate Capital Improvement Plan (CIP) document that prioritizes projects and identifies funding plans for a 6 -year period. The CIP document is updated and adopted bi-annually as part of the Council's adoption of the City's operating budget. Capital projects are generally categorized into water supply, water quality and treatment, storage facilities, pump stations, water main rehabilitation and replacement, major maintenance, and regulatory compliance programs. The City maintains a current inventory of its water system infrastructure and assets through a Geographic Information System (GIS) based FSRI ArcGIS 11.0. The City is working on the development of a comprehensive Asset Management Program (AMP) to manage the life cycle of all of its water system assets in the most cost effective, sustainable manner to meet established service level goals. The overall water infrastructure capital improvement program will be re-evaluated based on the findings and recommendations of the final Asset Management Plan. 9.2.1 Projects to Address Future Water Supply Needs and Increase Storage Capacity 9.2.1.1 50 -Year Water Supply Purveyor Contract with Seattle Public Utilities In 2011, the City of Renton entered into a 50 -year (2012-2062) water supply contract with Seattle Public Utilities (SPU) for the purchase of additional water to supplement the City's own supply sources in order to meet peak day water demands and future water demands from population and development growth within the City's retail water service area. The wholesale contract with SPU also allows for additional system intertie connections to SPU's Cedar River Pipelines, Bow Lake Pipeline, and Fast Side Supply Line, when needed; there is no limit on the quantity of water that the City can purchase from SPU. The City has February 16, 2012 - DRAFT 9-1 pwllCarollo7Documents/01ientPNA/Renton18595AOO/DeliverahleslChapter MhO9,dou constructed necessary upgrades to its existing interties with SPU, including the installation of flow control valves and meters and connection to the SCADA telemetry system to monitor water purchased from SPU. 9.2.1.2 Future Reservoirs to Increase Storaae and for Operational Flexibili The City will be able to meet its future storage requirements by adding new reservoirs and by replacing existing reservoirs as described below. Although, the storage analysis in Chapter 7 shows various estimated deficits in storage in certain pressure zones in future years, the City plans to install larger reservoirs in the future by maximizing their footprints within the current City -owned properties. The larger reservoirs will also provide operational flexibility and added reliability and redundancy of system capacity, in case there is a need for the City to take an existing reservoir out of service for maintenance. Proposed reservoir sizes will be confirmed during pre -design of these projects. The City is also planning to install emergency and back-up power to its remaining well pumps and booster pump stations including automatic transfer switches to reduce the standby storage volume requirements. 9.2.1.2.1 Blackriver Reservoir— Valley 996 Zone This project consists of property acquisition, planning, design, construction of a new reservoir in the 196 pressure -zone to provide additional storage along with operational flexibility and reliability. Although, the storage analysis in Chapter 7 shows an estimated deficit of 1.06 MG in year 2017 and 1.11 MG in year 2031, the City is planning to construct a larger reservoir in the Valley 196 Zone to provide operational flexibility, reliability, and redundancy of system capacity, such as in case there is a need for the City to take the existing N. Talbot Reservoir out of service for maintenance. The total storage requirement for the Valley Operational Area in 2031 is 5.34 MG. Chapter 7 notes that additional storage is needed in this operational area to serve high -elevation properties. The new Blackriver Reservoir will supplement storage provided to this operational area by the North Talbot and Mt. Olivet Reservoirs. The proposed reservoir size will be confirmed during pre -design of this project. In 2011, the City completed a site assessment and geotechnical investigations of a potential site in the Blackriver Quarry. A pre -design report was completed for the proposed 6.6 -MG reservoir and related transmission main. The City is currently negotiating with the property owner to acquire the property. The estimated cost range for this project is $8 million to $9 million. 9.2.1.2.2 Replacement of Existing Mt. Olivet Reservoir and Pump Station — 196 Zone This future project consists of the planning, design and construction for the replacement of the existing Mt. Olivet (3 -MG) Reservoir and Pump Station, which were constructed in 1954. The City has completed the recoating of the interior and exterior of the tank and has installed a cathodic protection system to extend the useful life of the existing tank. This February 16, 2012 - DRAFT 9-2 pw:lfCaroiloMmurTents/Client/NAIRentonlB595A0016eliverable Chapter Kh09,doex reservoir provides storage to the Valley Operational Area. The total storage requirement for the Valley Operational Area in 2031 is 5.34 MG. Chapter 7 notes that additional storage is needed in this operational area to serve high -elevation properties. The replaced Mt. Olivet Reservoir will supplement storage provided to this operational area by the North Talbot and Blackriver Reservoirs. The proposed reservoir size and pump sizes will be confirmed during pre -design of this project The City plans to replace the existing reservoir with a new 7 -MG tank to increase storage capacity and to provide operational flexibility, reliability, and redundancy of system capacity to both the 196 and 435 Zones. The pump station will be replaced with two (2) 150 -HP and two (2) 125 -HP pumps, with a total capacity of 9,000 gpm. The estimated cost for the future reservoir and pump station project is $9 million $10 million. 9.2.9.2.3 Replacement of Existing Highlands 435 Reservoirs and Pump Station This project consists of the planning, design and construction for the future replacement of the two existing Highlands 435 Reservoirs (2 MG and 1.5 MG), which were constructed in 1942 and 1960. The project replaces the reservoirs with two larger reservoirs to increase storage capacity and to provide operational flexibility, reliability, and redundancy of system capacity to the 435 zone. The first phase of the project consists of the construction of a new 8 MG reservoir next to the existing 2 old reservoirs. The second phase of the project consists of removing the 2 old reservoirs and to construct a second 7 MG reservoir. The total storage requirement for the Highlands 435 Operational Area in 2031 is 3.27 MG (including the Kennydale 320 Zone). The Highlands 435 Reservoirs provide all the storage for this operational area. The proposed reservoir sizes and pumps sizes will be confirmed during pre -design of this project. The existing reservoirs are structurally vulnerable to a significant earthquake. The first phase of this project consists of the construction of a new 8.0 -MG rectangular and underground concrete reservoir on the existing City -owned property. The second phase of this project will include the removal of the two existing reservoirs and their replacement with one new 7 -MG rectangular concrete reservoir. The pump station will be replaced with two (2) 150 -HP and two (2) 100 -HP pumps, with a total capacity of 7,000 gpm_ The estimated cost for the two new reservoirs and pump station is $21 million to $22 million. 9.2.9.2.4 Replacement of Existing Highlands 565 Reservoir This project consists of the planning, design and construction of a new 4 -MG steel reservoir to replace the existing Highlands 565 Reservoir to increase storage capacity in the 565 Zone and to provide operational reliability and flexibility. The total storage requirement for the Highlands 565 Operational Area in 2031 is 3.44 MG. The replaced Highlands 565 Reservoir will supplement the storage provided to this operational area from the Hazen Reservoir (4.2 MG). The proposed reservoir size and sizing of pumps will be confirmed during pre -design of this project. February 16, 2012 - DRAFT 9-3 pw:llCamllalDocumenlslCiientNVNRentonlB595AOOIDeliverahleslChapier 91ChD9.docx The existing elevated tank was constructed in 1960 and, following the damages to the tank from the 2001 Nisqually earthquake, the City has repaired the bracing on the existing tank and seismically upgraded the tank structure. The estimated cost for this new reservoir project is $8 Million to $9 Million. 9.2.1.2.5 New Rolling Hills 590 Reservoir This project consists of the planning, design and construction of a future 4-MG steel reservoir in the Rolling Hills 590 Zone to increase storage capacity and to provide operational reliability and flexibility. The total storage requirement for the Rolling Hills 590 Operational Area in 2031 is 1.24 MG. The Rolling Hills 590 Reservoir provides all the storage for this operational area; however, some storage is available from pumping from the Rolling Hills 490 Reservoir by pumping through the Rolling Hills BPS. The proposed reservoir size will be confirmed during pre-design of this project. The existing 0.3-MG elevated tank, constructed in 1960, will remain in service. The City has repaired the bracing on the existing tank and seismically upgraded the tank structure following the damages to the tank from the 2001 Nisqually earthquake. The estimated cost for this new reservoir project is $7 Million to $8 Million. 9.2.1.2.6 New Kennydale Reservoir 320-Zone This project consists of property acquisition, planning, design, construction of a new 1.5-MG reservoir in the Kennydale 320 Zone to provide storage along with operational flexibility and reliability. The total storage requirement for the Highlands 435 Operational Area, which includes the Kennydale 320 Zone, in 2031 is 3.27 MG. The Highlands 435 Reservoirs provide all the storage for this operational area. The proposed reservoir size will be confirmed during pre-design of this project_ Currently, the 320 Zone is served by several PRVs and the zone does not have a dedicated reservoir. The estimated cost for this new reservoir project is $3 Million to $3.5 Million. 9.2.2 Projects to Increase Water System Reliability and Redundancy 9.2.2.1 Back-Up Power to Pump Stations and Production Wells Pumps The following projects consist of the planning, design and installation of on-site emergency power generators with automatic transfer switches for several pumps stations and well pumps in order to improve system operational reliability. The projects will also provide a reduction in the storage volume requirements for several pressure zones within the water system as allowed under DOH design criteria for sources that have auxiliary power that starts automatically if the primary power is disrupted. Facilities being evaluated for emergency back-up power are listed below. February 16, 2012 - DRAFT 9-4 pw:llCamlia Documents)C€ienVWAlRenWPA595A1)Olaeliverahles/Chapter KhMdocz 9.2.2.1.1 Maplewood Wells This project consists of the design and installation of backup power supply to the Maplewood wells PW -11, 12, 17, and to the booster pump station and water treatment facility to ensure a reliable source of supply. Auto -start transfer switches will also be installed on these facilities. The estimated cost for this project is $1,000,000. 9.2.2.1.2 West Hill Booster Pump Station This project consists of the design and installation of backup power supply to the two pumps at the West Hills Pump Station. The third pump, which is a fire pump, has a diesel engine generator with auto -stark switch. The estimated cost for this project is $250,000. 9.2.2.1.3 Monroe Avenue Booster Pump Station This project consists of the design and installation of backup power supply to the two pumps at the Monroe Avenue booster pump station. This station pumps from the Highlands 435 -zone to the Highlands 565 -zone. The estimated cost for this project is $300,000. 9.2.2.1.4 South Talbot Hill Booster Pump Station This project consists of the design and installation of backup power supply to the two domestic and the two fire pumps at the South Talbot Hill booster pump station. This station pumps from the Valley 196 -zone to the Talbot Hill 350 -zone. The estimated cost for this project is $300,000. 9.2.2.1.5 Rolling Hills Booster Pump Station This project consists of the design and installation of backup power supply at the Rolling Hills BPS to allow all four pumps to operate during emergency conditions. The estimated cost for this project is $300,000. 9.2.3 Water Quality Improvements and Regulatory Compliance Projects 9.2.3.1 Primary Disinfection for Wells PW -8, PW -9. EW -3 and Springbrook Springs This project consists of the planning, design and construction of a primary disinfection facility to the City groundwater supply sources PW -8, PW --9, EW -3 and Springbrook Springs in response to the Ground Water Rule. The improvements include the installation of pipelines to provide a minimum chlorine concentration and contact time (CT) value of 6 mglL-min for the subject groundwater supply sources. In 2003, the City constructed CT -6 piping for three of its production wells: RW -1, RW -2, and RW -3. The estimated cost for this project is $1.2 Million. February 16, 2012 - DRAFT 9-5 pw:IlCarollalDocumenlslC€ienUWA/Renton1B595ADODeliverah€eslChapler Kh09.docx 9.2.3.2 Well 5A Water Treatment Improvements This project consists of the design and construction of a treatment facility for the existing Well 5A in the Kennydale area beyond the next 20 -year planning period. The project will increase the City's usable water supply source by 1,500 gallons per minute (gpm) or about 2.16 million gallons per day (mgd). The City has completed bench -scale water quality testing, a pilot treatment study, and a pre -design report and has identified the treatment method for the removal of iron, manganese, sulfide compounds, and ammonia from the groundwater water supply. The estimated cost for this project is $16.4 million. 9.2.4 Transmission and Distribution Pipelines Renewal and Replacement Projects These projects consist of the planning, design and construction for the systematic replacement or renewal of old transmission mains and of old, undersized and leaky steel, cast-iron, and asbestos -cement distribution mains throughout the City, to restore or increase fire flow capacity and to improve water quality. Prioritization of the pipe replacement program is based on several factors including degree of fire flow deficiency, number of past leaks and breaks found and repaired and likelihood and frequency of future leaks and breaks, predicted residual life of the pipe, number of water quality complaints and results of investigations, and coordination with other scheduled City roadway and utilities improvements projects. The City's pipeline renewal and replacement program and overall water infrastructure capital improvement program will be re-evaluated based on the findings and recommendations of the final Asset Management Plan. 9.2.4.1 Asset Management Plan for Renewal and Replacement of Water Mains This project consists of a phased development of a Water Utility Asset Management Plan (AMP) in order for the City to better manage the life cycle of its water system assets in the most cost effective, sustainable manner to meet established levels of water service delivery to our customers. The AMP will be structured around the Ten Core Processes introduced and promoted by the USEPA. The first phase of the AMP project will focus on the City's water distribution pipes which is the largest asset class in the water system. 9.2.4.2 Water Main Replacement Protects to Increase Fire Flow Capacity In order to provide the current minimum fire flow of 1,000 gpm in single-family residential areas, the City plans on replacing the existing and undersized water mains in old residential subdivisions with larger ductile pipes, with an 8 -inch minimum diameter. Looping of the mains will be provided, and dead-end mains will be eliminated when possible, to increase flow capacity and to provide system reliability. Old and substandard hydrants will be replaced with new ones, and additional hydrants will be installed to meet current fire codes for the spacing of hydrants. Priority will be given to old 4 -inch, 6 -inch, and dead-end lines and for pipes located in streets that are planned for reconstruction including asphalt overlays. February 16, 2012 - DRAFT 9-6 pw:/?Camlla/DocumertWClienWYA)Rentonf8595ADODeliverables/Chapter Kha9.docx 9.2.4.3 Annual Water Main Replacement Program This program consists of the systematic replacement of old water mains that have reached their anticipated remaining useful life. A summary of the estimated remaining useful life of various types of pipe materials and the ages of the pipes is shown in Chapter 7. This program will be further refined and implemented based on the findings and recommendations of the City's Asset Management Plan, which is anticipated for completion in 2012-2013. The annual budget for the City's pipe replacement is $1 million_ 9.2.4.4 Optimization of Pressure Zones in Distribution System As part of the hydraulic analysis of the City's water system described in Chapter 7, deficiencies found in the distribution system will be evaluated and corrected as part of this on-going capital improvement program. For areas where the hydraulic analysis shows that the water pressure in the distribution system exceeds 110 psi under normal system operation, the City will do a study to convert the existing zone to a lower zone, as discussed below. For areas where the hydraulic analysis shows that the water pressure in the distribution system during a fire condition event is less than 30 psi, which is the City's desired level of service for minimum pressure at the customers' meters, the City will do a study to convert the existing zone to a higher zone, as discussed below. Figures 7.12 through 7.26 in Chapter 7 show potential improvements, such as locations of new PRVs, closed valves, or extending pump discharge piping to higher elevations. For each of these areas, it is recommended that the City perform a Rezone Study to determine how to best redistribute operating pressures and confirm the required system modifications. The following Rezone Studies are recommended: • Kennydale 3201 Highlands 435 Rezone Study. • Rolling Hills Rezone Study. • Talbot Hill 350 Rezone Study. • West Hills Rezone Study. The estimated cost of this program will be developed as part of the evaluation and study for each project. 9.2.4.5 Water Main Replacement in congunction with Roadway Improvements Proiects This program consists of the replacement of existing water mains in conjunction with the construction of major roadways and utilities improvement projects to reduce the cost of future replacement of the lines and to minimize construction impact to traffic, businesses, and neighborhoods within the various project areas. February 16, 2012 - DRAFT 9-7 pw 1lCarollo1DxumentslClienUWArRentonl8595A001DeliverahleslChapter 91Ch09.docx 9.2.4.6 Rainier Avenue S. from S. Grady Way to S. 2nd St This project consists of the replacement of existing water mains in Rainier Avenue from SW Grady Way to S 2nd Street, in conjunction with the City's Transportation Department's roadway improvements project. The new 12 -inch water mains will improve the fire flow capacity for the existing commercial businesses and for future development and redevelopment projects within the Rainer Avenue corridor. The estimated cost for this project is $1.5 Million. 9.2.4.7 SW 27th St - Strander Boulevard Water Main Extension This project consists of the extension of a 12 -inch water main in Strander Blvd west of Naches Ave SW in conjunction with the City's transportation roadway improvements project. The new water main will provide water service to the abutting private commercial properties owned by the Boeing Company. The estimated cost for this project is $130,000. 9.2.4.8 Water Main Improvements in Redevelopment Areas Redevelopment activities can have a substantial impact on the ability of the existing distribution system to provide sufficient water to customers for fire protection service and for domestic uses. Typically, detailed hydraulic models are used in conjunction with area water demand forecasts and fire flow requirements to identify potential water main improvements in redevelopment areas. Water main improvements needed for redevelopment projects are typically installed and paid for by the developers. The developers may recoup some of their costs from future benefitting properties by applying to City Council for a latecomer agreement. In some cases, with the approval of funding from the City Council, the City may install the improvements or participate in the cost of the improvements with the developers and the City recovers its costs from benefitting properties through a Special Assessment District. The pipe replacement program for redevelopment projects is designed to balance the City's investments in pipe replacement projects to reduce risks associated with aging pipe infrastructure with investments in major pipe replacement projects to support growth and development. 9.2.4.9 Other On -Going Capital Programs and Plans 9.2.4.9.1 Reservoirs Recoat This project consists of a scheduled recoating of the interior and exterior surfaces of the existing steel stand pipe and elevated reservoirs to extend the useful life of the structures. The installation of safety upgrades and of a cathodic protection system is included in this project. The budget for this program is $100,000 per year. February 16, 2012 - DRAFT 9-8 pw:llCam1blDocumerWCEientlWNRenton18595A001DeliverableslChapter 91D09.dou 9.2.4.9.2 Telemetry System and SCADA Upgrades This project consist of the systematic replacement of the remote telemetry units (RTU's) at various City water facilities due to the unavailability of replacement parts and also to be prepared should the manufacturers of the original system go out of business. The project also includes the design, reconfiguration, programming and functional testing of the master telemetry unit (MTU) and the of the human machine interface (HMI) at the City's operation and maintenance headquarters. It is anticipated that the updating of the telemetry system will occur on a five-year cycle. The estimated cost for this project is $50,000 per year. 9.2.4.9.3 Security Improvements This project consists of the planning, design and installation of security improvements on existing water system facilities based on the findings and recommendations of the security vulnerability assessment_ The cost of this program depends on each specific project. 9.2.4.9.4 Upgrades to Monitoring Wells The City owns 53 monitoring wells located throughout its well fields and surrounding areas. The City uses the monitoring wells for water quality testing to detect contaminants before they reach the production wells and also to monitor water levels for the management of the pumping of the aquifer. This project consists of performing an inventory and assessment of the conditions existing monitoring wells and to perform necessary repairs, including installation of water level sensors connected to the City's telemetry system, purge pumps, and vandal protection measures. The estimated cost for this project is $130,000. 9.3 SUMMARY Tables 9.1 and 9.2 summarize the short-term and long-term CIP, including project names, estimated costs, and projected years for start and completion_ February 16, 2012 - DRAFT 9-9 pw llCaroliuDocumentsrClienYWA/Renton78595A001aeliverables!Chapter KhO9.docx February 13, 2012 - DRAFT 9-10 pw/lCarolloDocumenWClient/WA/Renton18595A00lDeliverables/Chapter 91Ch09 CD C) 0 0 C) 0 0 0 0 0 0 0 0 0 0 (a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o C) o o Q a a to o (a 0 0 0 0 0 0 0 0 0 0 o a a 0 0 0 0 0 0 C) o a o 0 0 0 06 0 0 0 0 0 0 0 0 0 o CS C6 o a v Ci o 0 & r O Lo O (t7 O N 0 N O m O (1) O m O r-,_ O W m r O m O (o 0 r O N _ O _ O t- O N N (o r- m r- 69 O m O (o 6 69 vi 6-} 64 tH �j � 69 69 69 63. 69 Vg N� (o 6rT to 17� to (o (o to Vf - es N � 6 Y ifs to O O O o O O O O O O O 0 0 0 0 0 0 o a o 0 0 o O o O o 0 0 0 0 0 0 0 0 0 a o o a 0 0 0 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 0 C) N LO O O N Ln Ln O LO M Cl) U) C) r r tFi fR M N r fp 49 tf) w C4 69 to dT Lo (o tf) &-I 69 L &91 tfs tR 0 0 0 Q 0 0 0 0 O 0 Q Q Q Q O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 (D 0 0 0 0 0 O to o 0 0 0 0 0 0 0 0 0 C 0 0 C 0 G O O N O O O N rn O O O _ U-) O LO N Cl)_ O _ Hi 49 Cl)_ N £H 69 t9 O CV 01 59 to ti3 6} tH 6°31 Ley H3 fi% !I► (D O O O O (D O O C) C) O O O 0 o O o 0 0 o O O o 0 0 Co 0 O 0 0 0 0 0 0 0 0 0 0 o O o O r o 0 0 0 C 0 0 0 0 C� o 0 0 0 0 0 � 0 0 o N o 0 0 Ln _o 0 O ty � O fa U b4 fo t» 66) 640 N to E� a to f.% 6M O O O O O O O O O O O O O O O O 0 O 0 0 0 0 0 0 Q 0 O Q 0 0 (D O O Q Q O C? 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(n S a o U� a s} 7 or w } February 13, 2012 - DRAFT 9-10 pw/lCarolloDocumenWClient/WA/Renton18595A00lDeliverables/Chapter 91Ch09 February 64,32 -DRAFT Eg p:rctarasc_nrc_tAfV&Renn g&ooalirables sbplreczrG CD 0 0 0 0 0 0 0 k \\ff f CC) u o 0 0 o 0 0 0 0 S 2 2/ 2 8 3 0 & E ucc & mme m m ka. ƒ ) 3 C\ \k/�/% k k/\\ k/kLQk QQ / &2642 J 613, >\ J0 2 a cn 2 2£ 3 2 c2 0 C) C) k� k kk k § 8 R R S S G S CD 0 k 2 79299 92 0 & 22&264 && \ 2 a � E k I \ 0 0 $ a 2 2 / u % % ) 0 $ ( 2 ) § m 2 #CL © I » g 3 g E l e o § \ _ CL 2 k / \ § ( / 4 E Z S w a — t= u # » 2Ek © co fL 0 © § 2 t \ L2 � e z z:\ J- w k §k�7IL $ 0 2 $ E / od E � ® @CL CL E $ % $ $ m 2 # G } 7 f / ) -• § § M° 2 0»° 3 3 e m 0 2 m o I m13� d e = CL c■ e a R E a. U § CL \ § a) § \ § § k ƒ ƒ o ■ i _ v f _$ Q kk §{ \\ ■ e >/ § ƒ 2 © M— c c » -0 (n > 2 , « � Q U CL ` ° _ 2 R m� > 7 Z Z% �_ f k c 2$) b & k E e E akk 7Min 2ƒ a§I J >i/i w k k February 64,32 -DRAFT Eg p:rctarasc_nrc_tAfV&Renn g&ooalirables sbplreczrG Chapter 10 FINANCIAL PROGRAM 10.1 INTRODUCTION This chapter summarizes the City of Renton's (City's) Water Utility financial status and its funding strategy for recommended investments on the Capital Improvement Program for the 10 -year planning period through 2020. The Water Utility operates as an enterprise fund and as such, it must be self-sustaining. Water utility funds are accounted for and budgeted separately, but are managed as a system with other City enterprise funds in accordance with the City's financial management policies. These polices are described in more detail in Chapter 5, and include the following: • Fiscal Stewardship. • Self-sufficient Funding. • Rate Stabilization. • Operating Reserve. • Debt Service. • Bonds vs. Cash Expenditures. • Comprehensive Planning. • Equitable Rates. 10.2 REVENUES AND FUNDING SOURCES The City accounts for its water revenues and other funding sources in two main separate funds: Fund 405 — Fund 405 is the Operating Fund for the City's water utility_ It was created in 2006 for the purpose of identifying water utility revenues and expenses. Revenue sources for this fund are generally from water sales and collections, but also include revenues from plan review and inspection fees, water meter installation fees, utility billing fees, rent and leases, and inter -fund reimbursements from other City's departments for services provided. Expenses include Operation and Maintenance (O&M), debt service payments for Public Works Trust Fund (PWTF) loans, revenue bonds, taxes, and transfers to the Construction Fund. Fund 425 — Fund 425 is the Construction Fund for the Water Utility for the design, construction, and project management of capital improvement projects. Revenues from this fund include transfers from the Operating Fund, utility collection fees, special assessment fees, system development charges, water connection charges, City February 10, 2012 - DRAFT 10-1 px:11CamlidDacumentstClienYW)VRenton18595A001DeliverableslChapter 101CM doc issued bonds, proceeds from revenue bonds, proceeds from PWTF loans, and from Community, Trade, and Economic Development grants. The Finance Department maintains the financial records for the Water Utility and both the Finance Department and the Public Works Department monitor and evaluate the Utility's fiscal performance. 10.3 HISTORICAL FINANCIAL PERFORMANCE Table 10.1 summarizes actual cash -basis revenues, expenses, and fund balances for the Water Utility Operating Fund 405 for the 5 -year period 2006-2010. Over this 5 -year period, the Utility fund balance, which represents total unexpended resources carried forward to future years, increased from $3.9 million to $4.7 million. A total of $13.8 million was transferred over the period to the Utility Capital improvement Fund to finance budgeted capital project expenses. These transfers represent 24 percent of total water utility expenses and 30 percent of the water service collection revenues for the 5 -year period. As of December 31, 2010, included in the ending fund balance are the Operating Fund reserves of $725,242 and Debt Reserves of $1,955,020, per the City's financial policies. Table 10.1 Water Utility Fund (Fund 405) Actual Revenues, Expenses & Fund Balances by Year 2006 2007 2008 2009 2010 Beginning Fund Balance $516,000 $4,071,000 $3,298,000 $5,104,000 $4,295,000 Annual Revenues Water Service $7,225,000 $9,596,000 $9,442,000 $10,217,000 $10,507,000 Water Fees3 $353,000 $504,000 $257,000 $132,000 $124,000 Investment Interest $142,000 $172,000 $315,000 $262,000 $79,000 Interfund Revenue" $213,000 $212,000 $211,000 $240,000 $233,000 Other Revenues $206,000 $145,000 $150,000 $180,000 $168,000 Bond Proceeds $3,240,000 $707,000 $7,719,000 - - Revenue Totals $11,378,000 $11,336,000 $18,094,000 $11,032,000 $11,111,000 February 10, 2012 - DRAFT 10-2 pw:llCarollolDocumentslClientlWAlRentordB595Ap01DeliverahleslChapler 141Ch1 D.doc Table 10.1 Water Utility Fund (Fund 405) Actual Revenues, Expenses & Fund Balances by Year 2006 2007 2008 2009 2010 Annual Expenditures Administration $288,000 $287,000 $352,000 $335,000 $414,000 Operations $1,467,000 $1,182,000 $1,252,000 $1,167,000 $1,090,000 Maintenance $3,412,000 $3,874,000 $4,220,000 $4,354,000 $4,323,000 Purchased for Water Water inventory $221,000 $325,000 $193,00 $168,OOD $217,000 Debt Services Costs? $411,000 $2,164,000 $2,573,000 $2,538,000 $2,325,000 Taxes $865,000 $973,000 $1,038,000 $1,039,000 $1,097,000 Transfers Out to $1,233,000 $2,460,000 $6,662,000 $2,240,000 $1,245,000 Capital Fund Expenditure Totals $7,897,000 $11,264,000 $16,289,000 $11,841,000 $10,710,000 Ending Fund Balance $3,997,000 $4,142,000 $5,104,000 $4,295,000 $4,695,000 Bond Reserves $1,899,000 $1,955,000 $1,955,000 $1,955,000 $1,955,000 Capital Outlay (Fund $2,100,000 $4,447,000 $6,235,000 $1,737,000 $2,259,000 425) Notes: 1. Source: City -provided Statement of Revenues, Expenses 8r Fund Balances for Fund 405. 2. Water Sales Service revenue includes rate revenue plus interest on notes from Skyway Water District_ 3. Water Fees revenue includes Inspection Fees, Installation Fees; Utility Billing Fees, and other Miscellaneous Fees, 4. Interfund Revenue includes soft -capital transfers for labor 8r benefits for City employees working on the Water Capital Improvement Program (CIP) and Project Reimbursements from other funds. Other minor amounts are also transferred from Street Maintenance, Wastewater Maintenance, and Surface Water Maintenance. 5. Other Revenue primarily includes rental fees paid by communications companies for leasing antenna spaces in reservoir sites. 6. Includes both Wholesale Water Purchases and Water Inventory purchases - pipes, asphalt, and other materials needed for maintenance work. 7. Includes debt payments for PWTF Loans and Bonds. 8. Transfer to Capital Improvement Projects Fund (Fund 425) for annual CIP expenditures. 2009 also includes a $240,000 transfer to the Airport for a 5 -year Interfund Loan. 10.4 FINANCIAL OUTLOOK Table 10-2 presents a projection of annual utility revenues, expenses, and fund balances for the next 10 years (2011-2020), based on the 2010 adopted budget amounts and changes expected to occur in various categories over the subsequent 10 -year period as a result of new customers, general inflation, and other related factors. This type of forecast is February 10, 2012 - DRAFT 10-3 pw:11CarollaUcumentslClienYWAIRentanl8595Aa01aeliverables/Chapter 1TCHD.doc routinely used by utility staff to develop rate adjustment proposals and to assess the impact of changing budget assumptions on future rate requirements. Some key assumptions used to forecast future annual revenues and expenses that appear in Table 10.2 include: Growth in total water utility customers/water consumption levels will equal 0.3 percent per year for the years 2011 through 2012, 0.4 percent per year for the years 2013 through 2015, and 0.5 percent for the years 2016 through 2020. 2. Wholesale water sales to Skyway Water & Sewer District are not anticipated to increase, since Skyway obtains most of its water through a water supply contract with Cascade Water Alliance and through its independent sources. 3. Interest and other revenue sources are anticipated to grow by 2 percent per year for the years 2011 through 2012, 3 percent per year for the years 2013 through 2015, and 4.52 percent per year for the years 2016 through 2020. 4. Personnel costs are expected to increase annually by 7.5 percent for the years 2011 through 2012, and by 10 percent for the years 2013 through 2020, based on historical trends and projected benefit cost increases. 5. Other annual maintenance and operations expenses are anticipated to increase 2.5 percent in 2011, 3 percent in 2012, 3.5 percent in 2013, and 4 percent for the years 2014 through 2020, based on historical trends and projected increases in the Seattle Consumer Price Index (CPI -U). 6. Capital Improvement construction costs are expected to increase annually by 3 percent to 4 percent over the 10 -year period. 7. Annual debt service expenses will equal scheduled payments for current outstanding revenue bond issues. 8. Water rate increases are projected for each year to cover the impact of cost of local program operations, to fund outside water purchases, and to contribute to construction projects in lieu of issuing new bonds. However, bonding is anticipated for the years 2016 through 2020 to support the construction of new reservoirs. February 10, 2012 - DRAFT 10-4 pw:llCarallolDOIXlrnen151ClientlWNRent0nl8595A007DeliverableslChapter 101Ch10.doc February 10, 2012 - DRAFT 10-5 pw:lfCarolloltboumentslClienUWAlRenionlB595AOO7deliverableslChapter 1 OlChlO.doC 0 o C7 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 N O O CD 0 CL O 0 0 O O O O O O O O O O C! O O O O O O O O O O O 0 O C3 O O N Ln N M _ Lf) to (fl W r (D (D m OD M cr r CC_ cc 02 Nr co r- 00 CD V 00 06 OD O M (0 r co O m r o N { V r V an t0 M M W ti w M 4f) _- 69 69 64 w M N 69 t NS 69 to d9 69 69 N IT 69 69 40 419. 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A N " 0 M L(') 49 69 tD Hi FA V 6c3 N N (6 N - w f» fR f» 69 r1A w C ai 6s LL> r a o 0 0 0 0 0 0 0 0 0 0 0 o O o y O a O 0 O O O 0 O O O O O O O Q C 0 C O 0 O O O O O O O O O O a C �+ N LO 00 Lc] r• C) W (C r 00 - rl- O V LO t0 rn m co M N r-- N N r it O r M (D OD ti f+ (D co 00 V N f+ (0 Cl)- m 00 Ln 00 N M ffl ffl t!i 69 r to b9 69 V 6�9 69 Yl fm }�U _ 7 LL N .n in W ate+ N Cl C 1r ryL) :n C 0 O C .0 w N 3 LL y N C v ] N U~ Q 2 C U C L° U C C W N 0 0 -0 Q] N O K M ID n OM _ LL .� 3 p Ca (n LL w 3 c C I!J r- C .Q f0 G N :? ❑ 0) U)� rn `R C VkLL d C U l0 Cts CO N N di } L 'OJ tU .0 7 N N x C :tf r0 C) C= c c 3 7 ., N O ID a CS E ❑ 7 S s w o c4 x LU (4 w N t w= Q tl .6 U H I- Q F C (n t` mm a a w February 10, 2012 - DRAFT 10-5 pw:lfCarolloltboumentslClienUWAlRenionlB595AOO7deliverableslChapter 1 OlChlO.doC February 10, 2012 - DRAFT 10-6 pw:llCarollcdDocumenWClientlWNRentan18595ACOlaeliveraWeslChapter 10010.doc O Q O O Q b N ci_ rn co U @ E 0 c CD 0 0o 0 C3 a O m c h @ C N 07 j f0 @ 0 O O `p_y 0 O a N s o 7, w �- w [h V O @ W 8NH N U C O N Qom! `N fab r O O N N Ul ,f -L4 N O V T r O 0 C V .O+ Ln f c+5 N c C1 Q- Vl E � U @ @ N C Vl IA Q L w r CD O O �� C O N m CDC E C N ap O O p 0 cn 64 C T C N N N @ t ryj N @ @m W O @ r Cl 0 (D,2 O -w d) 2 C 'CS ` N O O d. E +L@+ Q7 Q. N 0Cn Q 0 CL CL N .r Q _ _�` @ h GS U] N ` i' O U 11 @ U 07 O O O C �` 4- @ C .0 O C C C N :3 C O U Q Lq. vo r�A Q7 rn m G7 E @ 4l LL 3 o C O a e c O E ry cw O 0 •a `o -r E0 E > C N LL N N h cn O m u? G _ o 0 LL v w U� ib M CO aN N 3 M LL - k 'a r o O o O Li L� '� 0 W 0 rn LU a N o Co L C „ G1 (6 M C [7 � U n o G i 0 O LL d (ND_ 3 Q7 J " r Ln C U E L LL 11 C 69 64 N� IL d r o Co O N W ny U O E 7+� 0 0 O C C U C N — 7 (D 3 E@ �, ¢� O O +� LO rn o rn co ce N c (v C d) -` l� c4 N N •- C a _ tH V •� �_ E m (DE R C3-0 @ C• Q O U. U) (D > j @ 4S L W @ 0 N tY t5 @ N N Q N "U O nl y O t["2 U LG U) LL C d d1 3 a L7 0 "O 0 -0 L N O 6 6 N 'A p U) @ @ j lO U) +�+ 0 U E U C i6 R O C @ :3 Q F^ m U- Z r• fV C-) v Uri 0 ti co February 10, 2012 - DRAFT 10-6 pw:llCarollcdDocumenWClientlWNRentan18595ACOlaeliveraWeslChapter 10010.doc 10.5 FUNDING FOR COMPREHENSIVE PLAN CAPITAL IMPROVEMENTS RECOMMENDATIONS The descriptions and planning -level cost estimates for the City's six-year (2011-2016) water system Capital Improvement Program (CIP), are shown in Chapter 9 of the Plan. Transfers to the capital improvement fund included in Table 10-2 represent anticipated funding needs for projects in the current (2011-2016) CIP. These funds will be updated to reflect the recommendations cited in this plan for future budget and rate projections. Other potential sources of funding for these recommendations include re -allocating funds from other lower -priority projects identified in the CIP, obtaining low-interest P1NTF loans for projects meeting eligibility requirements, adopting additional water service rate increases, or using ending fund balances. 10.6 WATER RATES In 2008, the City implemented a three -tiered inverted block rate structure for single-family residences and duplexes which promotes water conservation. In 2012, City Council approved a 16 percent rate increase. The City periodically conducts cost of service analyses and rate studies. The current (2012) rate structure is summarized in Table 10.3. Table 10.3 2012 City of Renton Water Commodity Rate Schedule Customer Rate Single -Family Residences and Duplexes Less than 500 cflmonth $2.30/ccf 500 to 1,000 cflmonth $3.09/ccf Over 1,000 cflmonth $3.90/ccf Multi -Family $2.98/ccf Non -Residential $3.16/ccf Private Irrigation $5.06/ccf The City also charges a monthly base fee for all meters, depending on the size of meters as show in Table 10.4. February 10, 2012 - DRAFT 10-7 pw i/CarollwDocuments7ClienVWA/Rentonl8595A001DeliverableslChapter 101Ch 10.doc Table 10.4 2012 City of Renton Monthly Water Base Charge Rate Schedule Meter Size Domestic Irrigation Fire Protection 3/" $15.96 $9.60 - 1" $33.06 $17.16 $5.69 1 ' 2 $61.07 $29.29 $6.36 2" $95.71 $44.86 $8.17 3" $196.65 $94.94 $21.58 4" $300.00 $141.18 $26.55 6" $585.24 $267.40 $38.15 8" $1,145.52 $585.15 $51.38 10" $1,707.60 $752.43 $66.29 12" $2,485.13 $1,086.53 - February 10, 2012 - DRAFT 10-8 pw://CarollWDocumenWClient WA;Rentonl8595A007Deliverable!JChapter I01Ch10.doe Appendix A SEPA CHECKLIST AND DNS TO BE INSERTED BY CITY Appendix B AGENCY COMMENT LETTERS AND RESPONSES T4 BE INSERTED AFTER AGENCY REVIEW DRAFT PHASE Appendix C ADOPTING RESOLUTION TO BE INSERTED AFTER AGENCY REVIEW DRAFT PHASE Appendix D AGREEMENTS CITY OF RENTON AND SKYWAY WATER AND SEWER DISTRICT FOR THE ESTABLISHMENT OF WATER AND SANITARY SEWER SERVICE BOUNDARIES THIS AGREEMENT is entered into this 31st day of December , 2003 , by and between SKYWAY WATER AND SEWER DISTRICT, a Washington municipal corporation, hereinafter referred to as "SWSD", and the CITY OF RENTON, a Washington municipal corporation, hereinafter referred to as "RENTON". WITNESSETH: WHEREAS, SWSD is qualified to provide water and sanitary sewer service within its prescribed area; and WHEREAS, RENTON is qualified to provide public services, including water and sanitary sewer service, within its prescribed areas; and WHEREAS, the former Skyway Water and Sewer and Bryn Mawr-Lakeridge Water and Sewer Districts have officially merged, with the district subsequently retaining the name of Skyway Water and Sewer District; and WHEREAS, the former Skyway Water and Sewer District had existing water and sewer boundary agreements with RENTON; and WHEREAS, SWSD provides water and sanitary sewer service in an area adjacent to and within RENTON's corporate boundaries and it is in the public interest for the parties herein to enter into an agreement to provide for the efficient planning and development of new water and sanitary sewer services in areas which may be served by either, or both, of the parties; now, therefore, IT IS HEREBY AGREED by and between the parties hereto as follows: 1. Water Service Area Boundary Between RENTON and SWSD. The attached legal description, Exhibit A, describes the line separating the RENTON water service area from SWSD water service area. The attached map, Exhibit B, depicts the line separating the RENTON water service area from SWSD water service area. RENTON shall provide water service for the area generally South and East of the line illustrated. SWSD shall provide water service for the area generally North and West of the line illustrated. Any new construction, upgrading, or replacements within the RENTON City Limits by SWSD for water service shall be in compliance with RENTON design and construction standards then in effect or SWSD design and construction standards, whichever are the higher design and construction standards including: materials, techniques, and fire flow. City of Seattle Water Service Area: The City of Seattle (SEATTLE) currently provides direct water service to portions of the service area being discussed in this agreement. These areas are not contiguous to the remainder of SEATTLE's service area, but have been served by SEATTLE for some time. These areas, herinafter the "Transfer Area", are identified in the Skyway Coordinated Water System Plan, as to be transferred to the appropriate purveyors as feasible and 1 or required by new development or annexation. SEATTLE is not a party to this agreement and the agreement should have no direct effect on SEATTLE. This agreement does not directly discuss the transfer of the SEATTLE service areas. This agreement only identifies the boundaries of the local purveyors to whom the service areas would belong to when transferred. 3. Overlaps in Water Service Within Transfer Area: Any overlaps in water service in the Transfer Area will be addressed at the time of the actual transfer and will not be determined as part of this agreement. RENTON and SWSD mutually agree to notify the other and receive concurrence from the other prior to providing service to any additional customers within the Transfer Area. Properties within the transfer area are depicted on Exhibit B 4. Transfer of certain Seattle Public Utilities Water Mains Within and Along the Transfer Area to RENTON-.SWSD agrees that RENTON and Seattle Public Utilities have the right and would not be violating the intent of this agreement to transfer the ownership of the following water mains from Seattle Public Utilities to RENTON: a) the twelve inch diameter water main which runs southeasterly along Martin Luther King Way from the intersection of 68th Avenue South and Martin Luther King Way to the intersection of Martin Luther King Way and South 135th Street then northerly within an easement to South 133`d Street then easterly along South 133`d Street to the intersection of South 133`d Street South 132nd Street, and South 134th Street where it is reduced to an eight inch diameter water main, and b) the eight inch diameter water main which runs easterly along South 132nd Street from the twelve inch by eight inch reducer at the intersection of South 133`d Street South 132nd Street, and South 134th Street to the intersection of South Langston Road and South 134th Street, and c) the water main that varies in diameter from eight inches to four inches to six inches which runs easterly along South 135th Street from the intersection of South 135th Street and Martin Luther King Way to the intersection of South 135th Street and 80th Avenue South then northerly along 80th Avenue South to the intersection of 80th Avenue South and South 134th Street_ 5. Existing SWSD Water Service Connections in RENTON Service Area: SWSD currently provides water service to properties inside RENTON's water service area. RENTON consents to SWSD continuing to provide water service to these properties. The properties are listed in Exhibit E and depicted in Exhibit B. 6. Existing RENTON Water Service Connections in SWSD Service Area: RENTON currently provides water service to properties inside SWSD's water service area. SWSD consents to RENTON continuing to provide water service to these properties. The properties are listed in Exhibit F and depicted in Exhibit B. 7. Overlap Areas: It is understood that RENTON and SWSD will continue providing service within the service area boundaries of the adjacent water utility, as defined in Sections 5 and 6 of this agreement, and which shall be known as overlap areas. RENTON and SWSD agree that any retail water service line extending outside of the service area boundary, as set forth in Section 1, shall be phased out and service transferred to the adjacent utility by mutual agreement. 8. Sewer Service Area Boundary Between RENTON and SWSD. The attached legal description, Exhibit C, describes the line separating the RENTON sewer service area from SWSD sewer service area. The attached map, Exhibit D, depicts the line separating the RENTON sewer service area from SWSD sewer service area. RENTON shall provide sanitary sewer service for the area generally South and East of the line illustrated. SWSD shall provide sanitary sewer service for the area generally North and West of the line illustrated. Any new construction, upgrading, or replacements within the RENTON City Limits by SWSD for sewer service shall be in compliance with RENTON design and constructions standards then in effect, or SWSD design and construction standards, whichever are the higher design and construction standards including: materials and techniques. 9. RENTON's Service Area Boundaries Overlap SWSD's Corporate Boundary: There are areas where RENTON's service area boundaries and SWSD's corporate boundary overlap. RENTON and SWSD acknowledge that, with regard to providing service, it is the water and sanitary sewer service boundaries which govern, not the corporate boundaries. 10_ Rescission of Prior Agreements: The former Skyway Water and Sewer District and RENTON entered into an agreement relating to water service area boundaries between the two jurisdictions dated February 2, 1998. That boundary has been incorporated into the SWSD boundary adopted by this document and the agreement is hereby rescinded. The former Skyway Water and Sewer District and RENTON entered into an agreement relating to sanitary sewer service area boundaries between the two jurisdictions dated June 9, 1994. That boundary has been incorporated into the SWSD boundary adopted by this document and the agreement is hereby rescinded. 11. Maintenance of Existing Facilities: SWSD and RENTON will each maintain their own facilities, according to industry standards. 12. SWSD Comprehensive Water and Sewer Planning. SWSD will submit, to RENTON, all future Comprehensive Water and Sewerage Plans and amendments thereto involving area and/or improvements within RENTON City Limits_ Said submission of the SWSD Plan(s) is to assure consistency with adopted city plans, policies, and land use controls, assist in the review of new development proposals and right-of-way construction permits, and to fulfill the responsibilities set forth in RCW 57 and King County Title 13. As new facilities are planned, constructed, maintained, and/or replaced within RENTON, they shall comply with RENTON design and construction standards then in effect, or SWSD design and construction standards, whichever are the higher design and construction standards. 13. Extension of Utilities Across Properties. RENTON and SWSD agree that they will require property owners who must extend facilities to service their property in a comprehensive fashion up to and including extending said facilities to the far side of the property, when appropriate, to provide a connection point for the future (or existing) facilities of the next property. 14. Franchise Agreement. Upon RENTON annexing property within the SWSD service area, RENTON shall grant SWSD, for the purposes of continuing use of rights-of-way, a temporary franchise for utility facilities within the annexed territory. This franchise shall have the same provisions as stated in the franchise between King County and SWSD and have a term not to exceed 3 (three) years_ RENTON and SWSD will immediately begin negotiations for a new franchise for the purposes of rights-of-way use for SWSD service area within RENTON. The new franchise shall be negotiated within three years. Upon any subsequent annexations by RENTON within the SWSD service area, RENTON shall amend the franchise to include the annexed area, in order to maintain one franchise agreement_ The franchise shall maintain the remaining balance of the term of the franchise. The franchise should include any updated provisions as approved by RENTON and agreed to by SWSD. Any franchise agreement issued hereunder shall be consistent with the respective comprehensive plans of the parties and State law. 15. Governmental Approvals. The parties will give notice of the adoption of this Agreement to Metropolitan King County, to the Department of Ecology, to the Department of Health, and to any other agency with jurisdiction, and shall cooperate and assist in any reasonable manner in procuring any necessary approvals hereof by those agencies. 16. Miscellaneous. This Agreement constitutes the entire agreement of the parties, concerning the subject matter herein, and there are no representations or oral agreements other than those listed herein, which vary the terms of this Agreement. Future agreements may occur between the parties to identify, agree upon, or transfer service areas and/or facilities. This Agreement shall have a term of 26 (twenty-five) years. 17. Obligations Intact. Nothing herein shall be construed to alter the rights, responsibilities, liabilities, or obligations of either SWSD or RENTON regarding provisions of water or sewer services to the properties described herein, or other properties, except as specifically set forth herein. DATED this day of , 200 Authorized by Resolution No. of the City Council of the City of Renton, Washington, at its regular meeting held on day of , 200 CITY OF RENTON Jesse Tanner, Mayor Date ATTEST: Bonnie I. Walton, City Clerk Date APPROVED AS TO LEGAL FORM: Lawrence J. Warren, City Attorney Approved by Resolution No. 1 of the Board of Commissioners of SKYWAY WATER AND SEWER DISTRICT of King County, Washington, adopted at its regular meeting held on day of , 200_. SKYWAY WATER AND SEWER DISTRICT Title: cooperate and assist in any reasonable manner in procuring any necessary approvals hereof by those agencies. 16. Miscellaneous. This Agreement constitutes the entire agreement of the parties, concerning the subject matter herein, and there are no representations or oral agreements other than those listed herein, which vary the terms of this Agreement_ Future agreements may occur between the parties to identify, agree upon, or transfer service areas and/or facilities_ This Agreement shall have a term of 25 (twenty-five) years_ 17_ Obligations Intact_ Nothing herein shall be construed to alter the rights, responsibilities, liabilities, or obligations of either SWSD or RENTON regarding provisions of water or sewer services to the properties described herein, or other properties, except as specifically set forth herein. DATED this & s""" day of , P.(' _, 2003. Authorized by Resolution No_ 3675 of the City Council of the City of Renton, Washington, at its regular meeting held on 8th day of December 2003 _ CITY O ENTON .less anner, Mayor Date ATTEST - ."( Bonnie I. Walton, City Clerk Date APPRO AS T L FORM: Lawrence J_ Warre , City Attorney Approved by Resolution No. 03 - �rll— 9�a of the Board of Commissioners of SKYWAY WATER AND SEWER DISTRICT of King County Washington, adopted at its regular meeting held on day of, 20 I _ SKYWAY WATER AND SEWER ICT By: C Title: Page 5 of 5 EXHIBIT A SKYWAY WATER AND SEWER DISTRICT AND CITY OF RENTON AGREEMENT FOR THE TRANSFER OF FACILITIES AND ESTABLISHMENT OF SERVICE BOUNDARIES (WATER SERVICE BOUNDARY LINE) A water service area boundary line between Skyway Water and Sewer District and the City of Renton through C.E. Brownell Donation Land Claim No. 41 in Sections 13 and 14, Government Lot 8 and the Northeast quarter of Section 13, the Southeast quarter of Section 12, all in Township 23 North, Range 4 East, W.M., and the Southwest quarter and Northwest quarter of Section 7, all in Township 23 North, Range 5 East, W.M., described as follows: Beginning the aforementioned water service boundary line in the Southeast quarter of said Section 14, at the intersection of the northeasterly right of way margin of Burlington Northern Railroad with the northwesterly right of way margin of the vacated street adjoining Lot 33 of Junction Addition to Seattle, as recorded in Volume 12 of Plats, Page 75, Records of King County, Washington, all situated in C.E_ Brownell Donation Claim No. 41, as recorded in the Records of King County, Washington, said intersection also being the existing City limits of Renton as annexed by Ordinance No. 4578 and the existing City limits of Tukwila as annexed by Ordinance Nos. 1503 and 1515; Thence northerly along said northwesterly right of way margin of said vacated street and said existing City limits of Tukwila and Renton, to an intersection with the southwesterly right of way margin of Beacon Coal Mine Road S. Rev.; Thence northwesterly and northerly along said southerly right of way margin, and said existing City limits of Tukwila, to an intersection with the south line of the north half of said Donation Claim No. 41; Thence westerly along said south line, and said existing City limits of Tukwila, to an intersection with the easterly right of way margin of the Union Pacific Railroad; Thence northwesterly along said easterly right of way margin and said existing City limits of Tukwila, to an intersection with the north boundary line of said Donation Claim No. 41; Thence easterly along said north boundary line and said existing City limits of Tukwila, to an intersection with the southwesterly right of way margin of Beacon Coal Mine Road S. Rev.; Thence continuing easterly along said north boundary line, crossing said right of way, to an intersection with the northeasterly right of way margin of Beacon Coal Mine Road S. Rev.; Thence southeasterly, southerly, westerly, southerly and southeasterly, along said northeasterly right of way margin, to the most southwesterly corner of Lot A, King County Lot Line Adjustment No. 8612009, as approved by King County, Washington on February 4, 1987; Thence northeasterly along the southerly line of said Lot A, to an intersection with the south line of the north half of said Donation Claim No. 41; H:1File Sys1WTR - Drinking Water Utility\WTR-09 - Plans\WTR-09-0020 - 2005 Water System Plan\AgreementslCAG-03-1971Exhibit A - CAG-03-197.DOC Page 1 Rev. 7/30/2004 Thence easterly along said south line of the north half of said Donation Claim No. 41, to an intersection with the westerly right of way margin of 68th Avenue S.; Thence northeasterly along said westerly right of way margin, to an intersection with the southerly right of way margin of Martin Luther King Junior Way South (State Road No. 2), the center line of said Martin Luther King Junior Way South right of way being 110 feet northerly of, as measured perpendicular to, said southerly right of way margin; Thence easterly along the easterly extension of said southerly right of way margin, crossing said 68'h Avenue S., to an intersection with the easterly right of way margin of said 68`h Avenue S.; Thence northerly along said easterly right of way margin, to an intersection with the southerly right of way margin of said Martin Luther King Junior Way South, the centerline of said Martin Luther King Junior Way South right of way being 50 feet northerly, as measured perpendicular to, said southerly right of way margin; Thence southeasterly along said southerly right of way margin, to an intersection with the cast line of the west 419.61 feet of the northwest quarter of said Section 13; Thence northerly along said east line, crossing said Martin Luther King Junior Way South, to an intersection with the southerly right of way margin of South 133rd Street; Thence easterly along said southerly right of way margin, to an intersection with the southerly right of way margin of S. 134th Street; Thence northwesterly, crossing S. 134th Street, to the point of intersection of the northerly right of way margin of S. 134th Street and the southerly right of way margin of S. 132nd Street; Thence northeasterly along said southerly right of way margin of S. 132nd Street, to an intersection with the westerly right of way margin of 76th Avenue S., said westerly right of way margin also being the west line of the northeast quarter of said Section 13; Thence northerly along said westerly right of way margin and said west line of the northeast quarter, crossing S. 132nd Street, to an intersection with the southerly right of way margin of S. Langston Road (also known as John Langston Road No. 3 and 78th Avenue S. Extension Revision); Thence easterly, northeasterly and northerly along said southerly right of way margin of S. Langston Road, crossing said 76th Avenue S. and S. 130'h Street, to the northwest corner of Lot 6, Block 7 of Earlington Acre Tracts, as recorded in Volume 15 of Plats, Page 84, Records of King County, Washington; Thence easterly along the north line of Block 7 of said plat, to the northwest corner of Lot 2 of said Block 7; Thence southerly along the west line of said Lot 2, to an intersection with the south line of the north 100 feet of said Lot 2; Thence easterly along said south line, to an intersection with the east line of said Lot 2; H_%File Sys1WTR - Drinking Water Utility\WTR-09 - P1ans1WTR-09-0020 - 2005 Water System Plan\Agreements\CAG-03-1971Exhibit A - CAG-03-197.DOC Page 2 Rev. 7/30/2004 Thence northerly along said east line, to the northeast corner of said Lot 2 and a point on the north line of said Block 7; Thence easterly along said north line, to the northeast corner of Lot 1 of said Block 7, said northeast corner also being a point on the westerly right of way margin of 80th Avenue S.; Thence northeasterly, crossing 80th Avenue S., to the point of intersection of the easterly right of way margin of said 80th Avenue S. with the northeasterly right of way margin of Renton Avenue S., said point of intersection also being a point on the west line of Lot 6, Block 2 of said plat; Thence southeasterly along said northeasterly right of way margin, to an intersection with the west line of Lot 3, Block 8 of said plat; Thence northerly along the west line of said Lot 3, to the northwest corner thereof; Thence easterly along the north line of said Block 8 and Block 9 of said plat, to the northwest corner of Lot 6 of said Block 9, said northwest corner also being the southwest corner of Lot 6, Block 1 of said plat; Thence northerly along the west line of said Lot 6 of said Block 1, a distance of 88.16 feet; Thence easterly, crossing said Lot 6 and Lots 5, 4, 3 and 2 of said Block 1, to a point on the east line of said Lot 2 being 95.86 feet northerly of the southeast corner thereof, Thence northerly along the east line of said Lot 2, said cast line also being the west line of Lot 1 of said Block 1, to an intersection with the south line of the north 70 feet of said Lot 1; Thence easterly along said south line, to an intersection with the east line of said Lot 1, said east line also being the westerly right of way margin of 84th Avenue S.; Thence northerly along said cast 1 ine and said westerly right of way margin, to the northeast corner of said Lot 1; Thence northerly, crossing S. 128th Street, to the southeast corner of Lot 20 of the vacated plat of Clinkingbeards One Fourth Acre Tracts, as recorded in Volume 21 of Plats, Page 26, Records of King County, Washington, in the Southeast quarter of Section 12, Township 23 North, Range 4 East, W.M.; Thence northerly along the east line of said Lot 20 and said westerly right of way line of 84th Avenue S., to an intersection with the south 1 ine of the north 7 feet of said Lot 20; Thence westerly along said south line and the westerly extension of said south line, to an intersection with the west line of Lot 19 of said plat; Thence northerly along the west line of said Lot 19 and Lot 2 of said plat, to the northwest corner of said Lot 2 and the north line of said plat; H.\File Sys1WTR - Drinking Water Utility\WTR-09 - Plans\WTR-09-0020 - 2005 Water System PlanlAgreements\CAG-03-197\Exhibit A - CAG-03-197.DOC Page 3 Rev. 7/30/2004 Thence easterly along said north line, to an intersection with the east line of the west 195 feet of the south half of the Northeast quarter of the Southeast quarter of the Southeast quarter of the Southeast quarter of said Section 12; Thence northerly along said cast line, to an intersection with the north line of said subdivision; Thence easterly along said north line, to an intersection with said westerly right of way margin of 84th Avenue S.; Thence northerly along said westerly right of way margin and its northerly extension, and in part, the cast line of Tract A of Mountain View Home Tracts, as recorded in Volume 74 of Plats, Page 28, Records of King County, Washington, crossing S. 126'x' Street, to an intersection with the easterly extension of the northerly right of way margin of S. 126`h Street; Thence westerly along said easterly extension and said northerly right of way margin, said margin also being, in part, the south line of Lot 17 of Hilltop's Suburban Club, as recorded in Volume 77 of Plats, Page 51, Records of King County, Washington, to the southwest corner of said Lot 17; Thence northerly along the west line of said Lot 17, to the northwest corner thereof, said northwest corner also being a point on the south line of Lot 16 of said plat; Thence westerly along said south line of Lot 16, to the southwest comer thereof, said southwest corner also being the southeast corner of Tract A of said plat; Thence northerly along the east line of Tract A, to the northeast corner thereof, said northeast corner also being the northwest corner of Lot 10 of said plat; Thence easterly along the north line of said Lot 10, to the southwest comer of Lot 9 of said plat; Thence northerly along the west line of said Lot 9, to the northwest corner thereof, said northwest corner also being a point on the southerly right of way margin of S. 124th Street; Thence northwesterly, crossing S. 124th Street, to the southwest corner of Lot 23, Block 60 of Bryn Mawr, as recorded in Volume 5 of Plats, Page 58, Records of King County, Washington, said southwest corner being a point on the northerly right of way margin of S. 124th Street; Thence northerly along the west line of said Lot 23, to the northwest corner thereof; Thence easterly along the north line of said Lot 23 and the north line of Lots 22 and 21 of said plat, to the northeast corner of said Lot 21, said northeast corner also being a point on the westerly right of way margin of said 84th Avenue S.; Thence easterly, crossing said 84th Avenue S., to the northwest comer of Lot 28, Block 61 of said plat, said northwest corner also being a point on the easterly right of way margin of said 84th Avenue S.; Thence easterly along the north line of said Lot 28 and the north line of Lots 27-15, inclusive, of said Block 61, to the northeast corner of said Lot 15, said northeast corner also being a point on the westerly right of way margin of 85th Avenue S.; H:1File SysIWTR - Drinking Water Utility\W'IR-09 - Plans\ W TR -09-0020 - 2005 Water System Plan\AgreementslCAG-03-1971Exhibit A - CAG-03-197.DOC Page 4 Rev. 7/30/2004 Thence northerly along said westerly right of way margin, crossing S. 123rd Place, S. 123`d Street and S. 122nd Street, to the northeast corner of Lot 15, Block 48 of said plat; Thence easterly, crossing said 85th Avenue S., to the northwest corner of Lot 38, Block 47 of said plat, said northwest corner being a point on the easterly right of way margin of said 85th Avenue S.; Thence continuing easterly along the north line of said Lot 38 and the north line of Lot 37 of said Block 47, to the northeast corner of said Lot 37; Thence southerly along the east line of said Lot 37, to the southeast corner thereof; Thence easterly along the south line of said Block 47, to an intersection with the west line of Lot 25 of King County Boundary Line Adjustment No. L96L0074, as recorded under King County Recording No. 9709189007; Thence northerly along the west line of said Lot 25, to the northwest corner thereof, Thence easterly along the north line of said Lot 25, to the northeast corner thereof: Thence southerly along the east line of said Lot 25, to the northwest corner of Lot 28 of said boundary line adjustment; Thence easterly along the north line of said Lot 28, to the northeast corner thereof, said northeast corner also being the northwest corner of Lot 21 of said Block 47; Thence easterly along the north Iine of said Lot 21, to the northeast corner thereof, said northeast corner also being a point on the westerly right of way margin of 87th Avenue S.; Thence southerly along said westerly right of way margin, to an intersection with the westerly extension of the south line of Tract I of N -H. Latimer's Lake Washington Plat, as recorded in Volume 6 of Plats, Page 70, Records of King County, Washington; Thence easterly along said westerly extension, crossing said 87th Avenue S., to the southwest corner of said Tract 1, said southwest corner also being a point on the northerly right of way margin of S. 122nd Street; Thence easterly along the south line of said Tract 1 and the south line of Tracts 2 and 3 of said plat and said northerly right of way margin, to an intersection with the east line of the west half of vacated 90th Avenue S.; Thence northerly along said cast line and the northerly extension of said east line, crossing S. 121s' St., and, in part, along the existing City limits of Renton as annexed by Ordinance No. 2426, to an intersection with the south line of Lot 12, Lenz Farmette Tracts, as recorded in Volume 37 of Plats, Page 36, Records of King County, Washington, said south line also being the northerly right of way margin of S. 121 st Street; H;1File SysIWTR - Drinking Water UtilitylWTR-09 - P1ans1WTR-09-0020 - 2005 Water System PlanlAgreements\CAG-03-1971Exhibit A - CAG-03-197.DOC Page 5 Rev. 7/30/2004 Thence westerly along said south line and said northerly right of way margin and, in part, said existing City limits, to an intersection with the east line of the west 32 feet of said Lot 12; Thence northerly along said east line and said existing City limits, to an intersection with the south line of Lot 11 of said plat; Thence westerly along said south line and said existing City limits, a distance of 32 feet, to the southwest corner of said Lot 11; Thence northerly along the west line of said Lot 11 and said existing City limits, to the northwest corner thereof; Thence easterly along the north line of said Lot 1 I and said existing City limits, to the northeast corner of said Lot 11, said northeast corner also being on the westerly right of way margin of Rainier Avenue N.; Thence northerly along said westerly right of way margin and said existing City limits, to an intersection with the south line of the Northwest quarter of said Section 7; Thence westerly along said south line and the existing City limits of Renton as annexed by Ordinance No. 2019, to an intersection with the southerly extension of the west line of Lot 12, Block 40 of said plat of Bryn Mawr; Thence northerly along said southerly extension and along the west line of Lot 12, Block 40 of said plat, and said existing City limits, crossing vacated S. 120th Street, to the northwest corner of said Lot 12, said northwest corner also being the southeast corner of Lot 22 of said Block 40; Thence westerly along the south line of said Lot 22, and Lots 23 and 24 of said Block 40, and the westerly extension of said south line, and said existing City limits, to an intersection with a line lying 8 feet westerly of and parallel with the west line of said Lot 24 and Lots 9 and 24 of Block 35 of said plat; Thence northerly along said parallel line and said existing City limits, and in part, the existing City limits of Renton as annexed by Ordinance No. 4090, crossing vacated S. 1 19th Street, to an intersection with the southerly right of way margin of S. 118th Street; Thence easterly along said southerly right of way margin and said existing City limits, to the northwest corner of Lot 24 of Block 35 of said plat; Thence northerly along the northerly extension of the west line of said Lot 24, and said existing City limits, to an intersection with the centerline of that portion of S. 118th Street (Irving Avenue, Wallace Street) as vacated by Superior Court No. 156371; Thence easterly along said centerline and said existing City limits, to an intersection with the southerly extension of the west line of Lot 13, Block 30 of said plat; Thence northerly along said southerly extension and the west line of said Lot 13 and said existing City limits, to the northwest corner of said Lot 13; H:IFile Sys1WTR - Drinking Water Utility\WTR-09 - P1ansIWTR-09-0020 - 2005 Water System Plan\Agreements\CAG-03-1971Exhibit A - CAG-03-197.DOC Page 6 Rev. 7/30/2004 Thence easterly along the north line of said Lot 13 and the north line of Lot 14 of said Block 30 and said existing City limits, to the northeast corner of said Lot 14, said northeast corner also being the southwest corner of Lot 18 of said Block 30; Thence northerly along the west line of said Lot 18, to the northwest corner thereof, said northwest corner also being a point on the southerly right of way margin of Hawthorne Street; Thence easterly along the north line of said Lot 18, and said southerly right of way margin, to an intersection with the southerly extension of the west line of the east 15 feet of Lot 15, Block 25 of said plat; Thence northerly along said southerly extension, crossing said Hawthorne Street, to an intersection with the south line of said Lot 15 and the northerly right of way margin of said Hawthorne Street; Thence easterly along the south line of said Lot 15 and the south line of Lot 16 of said Block 25, and the easterly extension of said south line and said northerly right of way margin, to an intersection with the centerline of 89th Avenue S., as vacated by Superior Court No. 156371; Thence northerly along said centerline, to an intersection with the westerly extension of the north line of Lot 5, Block 26 of said plat; Thence easterly along said westerly extension, to the northwest corner of said Lot 5; Thence continuing easterly along the north line of said Lot 5 and the easterly extension of said Lot 5, said north line and easterly extension also being said existing City limits, crossing Rainier Avenue N. (Primary State Highway No. 5, State Road 167), to an intersection with the easterly right of way margin of said Rainier Avenue N., said intersection also being a point on the existing City limits of Renton as annexed by Ordinance No. 1300; Thence northerly along said easterly right of way margin and said existing City limits, to an intersection with a line which is 5 feet south of and parallel with the common line between Lots 7 and 8, Block 18, Bryn Mawr, as recorded in Volume 5 of Plats, Page 58, Records of King County, Washington; Thence South 88°27'28" East, along said parallel line and said existing City limits, a distance of 89.23 feet, to the west line of Defense Plant Corp. 5-24-43; Thence North 05°16'51" East, along said existing City limits, a distance of 43890 feet, to an intersection with a line which is 2 feet south of and parallel with the common line between Lots 1 and 2, Block 17 of said plat; Thence North 40°09'47" East, along said existing City limits, a distance of 188.55 feet; Thence North, along said existing City limits, a distance of 60 feet; Thence North 29°00'40" West, along said existing City limits, a distance of 197.07 feet; H:IFile Sys\WTR - Drinking Water Utility\WTR-09 - P1ans\WTR-09-0020 - 2005 Water System PlanlAgreementslCAG-03-1971Exhibit A - CAG-03-197.DOC Page 7 Rev. 7/30/2004 Thence South 88°27'28" Last, along said existing City limits, a distance of 355.00 feet, to a point on the Inner Harbor Line of Lake Washington, as shown upon Sheet No. 26 of the Plat of Lake Washington Shore Lands Survey 1921, as said plat was fled with the Auditor of King County, Washington, September 19, 1921, under Recording No. 1552504, said point being a distance of 92.62 feet along said Inner Harbor Line from the angle point "862" on said plat, and the terminus of the herein described water service boundary line. H:\File Sys\WTR - Drinking Water Utility\WTR-09 - Plans\WTR-09-0020 - 2005 Water System P1anlAgreements\CAG-03-197\Exhibit A - CAG-03-197.DOC Page 8 Rev. 7/30/2004 �R l: rr� (�)� h c: 69t L }'i y i , : 4i" 'Qr' 1 •� - 'Q ,jc (.:Ilfl ] WO�(�II � _ wt ,'�v'P tr, c \ l - _ I—.� nL r , rr rf3tl f - rr f:h-I Ff : l "end sve F 41 Avr' , �,� 5 _;-IIF ! r� -• I � � 1�� _I i 4 � ` _! `_. - '� � /' -�[ c - t5si11� :1V' i. ti - 1 Imo; },illi +5,1 ( ��tti' IIID �� E` \'I�i U\`\ ,•v Vri 4.,11lI•l'ih Al'P - .r. . EXHIBIT C SKYWAY WATER AND SEWER DISTRICT AND CITY OF RENTON AGREEMENT FOR THE TRANSFER OF FACILITIES AND ESTABLISHMENT OF SERVICE BOUNDARIES (SEWER SERVICE BOUNDARY LINE) A sanitary sewer service area boundary line between the Skyway Water and Sewer District and the City of Renton through C.E. Brownell Donation Land Claim No. 41 in Sections 13 and 14, Government Lot 8 and the Northeast quarter of Section 13, all in Township 23 North, Range 4 East, W.M., King County, Washington and the Southwest quarter and the Northwest quarter of Section 7, both in Township 23 North, Range 5 East, W.M., King County Washington, described as follows: Beginning the aforementioned sanitary sewer boundary line in the Southeast quarter of said Section 14, at the intersection of the northeasterly right of way margin of Burlington Northern Railroad with the northwesterly right of way margin of the vacated street adjoining Lot 33 of Junction Addition to Seattle, as recorded in Volume 12 of Plats, page 75, Records of King County, Washington, all situated in C.E. Brownell Donation Claim No. 41, as recorded in the Records of King County, Washington, said intersection also being the existing City limits of Renton as annexed by Ordinance No. 4578 and the existing City limits of Tukwila as annexed by Ordinance Nos. 1503 and 1515; Thence northeasterly along the northwesterly right of way margin of said vacated street and said existing City limits of Tukwila and Renton, to an intersection with the southwesterly right of way margin of Beacon Coal Mine Road S. Rev.; Thence northeasterly along said existing City limits of Renton at an angle perpendicular to said southerly right of way margin, a distance of 40 feet, to an intersection with the northerly right of way line of said Beacon Coal Mine Road S. Rev., Thence southeasterly along said northerly right of way margin and existing City limits, to an intersection with a line dividing Lot 32 of said plat as described by a deed of conveyance to Charles Monster by Oregon and Washington Railroad Company dated June 19, 1923; Thence northeasterly along said dividing line and the existing City limits, crossing 68th Avenue South, to an intersection with the easterly right of way margin of said 68th Avenue South; Thence continuing northeasterly along said dividing line and the existing City limits of Renton as annexed by Ordinance No. 4642, to the northeast corner of said Lot 32, said northeast corner also being a point on the north line of said plat and also being a point on the northerly right of way margin of South 13 7th Street; Thence easterly along said north line of said plat and said northerly right of way margin, to the southwest corner of the condominium plat of Empire Estates, as recorded in Volume 28 of Condominiums, Pages 106-120, inclusive, Records of King County, Washington, in the Southwest quarter of said Section 13; H:1File Sys\WTR - Drinking Water Utility\WTR-09 - P1ans\WTR-09-0020 - 2005 Water System Flan\Agreements\CAG-03-1971Exhibit C - CAG-03-197.doc Page 1 Rev. Date 09-30-99 Thence northerly, easterly and northerly along the west line of said condominium plat, to an intersection with the southerly right of way margin of Martin Luther King Way South (also known as Empire Way South and State Road No. 2), in the Northwest quarter of said Section 13; Thence continuing northerly along the northerly extension of said west line, to an intersection with the centerline of said Martin Luther King Way South; Thence southeasterly along said centerline, to an intersection with the southerly extension of the west line of Lot 1, Block 2 of Stiles View Tracts, as recorded in Volume 46 of Plats, Page 85, Records of King County, Washington; Thence northerly along said extension and the west line of said Lot 1, to an intersection with the south line of the north 180 feet of said Block 2; Thence easterly along said south line, through Lots 1-7, inclusive, of said Block 2, to an intersection with the east line of said Lot 7, said east line also being the east line of said Donation Claim and the west line of Lot 8, Block 4 of R.L. Haddock Addition to Earlington, as recorded in Volume 38 of Plats, Pages 4-5, Records of King County in Government Lot 8 of said Section 13; Thence northerly along said west line of said Lot 8 and said east line of said Donation Claim, to the southwest corner of Lot 1 of King County Short Plat No. 982004, recorded under King County Recording No. 8301040882; Thence easterly along the south line of said Lot 1 and the easterly extension of said south line, through Lots 8-6, inclusive, of said Block 4, to an intersection with the east line of said Lot 6; Thence northerly along said east line to the northeast corner of said Lot 6; Thence northerly, crossing S. 135th Street, to the southwest corner of Lot 5, Block 3 of said plat; Thence northerly along the west line of said Lot 5 and the northerly extension of said west line, crossing S. 134th Street and the Cedar River Pipeline right of way, to an intersection with the northerly right of way margin of said street and said pipeline; Thence southeasterly along said right of way margin of said street and pipeline, to an intersection with the westerly right of way margin of 76th Avenue S., said westerly right of way margin also being the west line of the Northeast quarter of said Section 13; Thence northerly along said westerly right of way margin and said west line, crossing S. 132nd Street, to an intersection with the southerly right of way margin of S. Langston Road (also known as John Langston Road No. 3 and 78`" Avenue S. Extension Revision); Thence easterly, northeasterly and northerly along said southerly right-of-way margin of S. Langston Road, crossing said 76th Avenue S. and S. 13e Street, to the northwest corner of Lot 6, Block 7 of Earlington Acre Tracts, as recorded in Volume 15 of Plats, Page 84, Records of King County, Washington; H:\File Sys\WTR - Drinking Water Utility\WTR-09 - PlansIWTR-09-0020 - 2005 Water System P1anlAgreements\CAG-03-197\Exhibit C - CAG-03-197.doc Page 2 Rev. Date 09-30-99 Thence easterly along the north line of Block 7 of said Plat to the northwest corner of Lot 4 of said Block being common with the southwest corner of Lot 4, Block 3 of said Plat; Thence northerly along said west line of said Lot 4 of said Block 3 to the southerly margin of Renton Avenue; Thence southeasterly along said margin to the southeast corner of Lot 1 of said Block 3, said southeast corner also being a point on the westerly right of way margin of 80"' Avenue South; Thence northerly along said westerly right of way margin, to the north line of said Northeast quarter; said north line also being the centerline of S. 128th Street; Thence easterly along said north line and said centerline, to the northeast corner of said Section 13, said northeast corner also being the southwest corner of said Section 7 and a point of intersection with the centerline of 84th Avenue S.; Thence continuing easterly along the south line of said Section 7, crossing said 84th Avenue S., to an intersection with the easterly right of way margin of said 84th Avenue S.; Thence northerly along said easterly right of way margin, to an intersection with the south line of the north 125 feet of the south 270 feet of the west half of the Southwest quarter of the Southwest quarter of said Section 7; Thence easterly along said south line, a distance of 98 feet, to an intersection with the cast line of the west 128 feet of said subdivision; Thence northerly along said east line, to the north line of said south 270 feet of said subdivision; Thence easterly along said north line, to the southwest corner of Lot 2 of City of Renton Short Plat No. 023-87, as recorded under King County Recording No. 8712299017, Records of King County, Washington; Thence northerly along the west line of said Lot 2 and the existing City limits of Renton as annexed by Ordinance No. 3801, to the southeast corner of Lot 1 of said short plat; Thence westerly along the south line of said Lot 1 and said existing City limits, to the southwest corner thereof, said southwest corner being a point on the easterly right of way margin of said 84th Avenue S.; Thence northerly along the west line of said Lot 1 and said existing City limits and said easterly right of way margin, to the northwest corner thereof; Thence continuing northerly along said easterly right of way margin and the existing City limits of Renton as annexed by Ordinance No. 1669, to the southwest corner of Lot 3, Block A of Conner's Lake View Park No. 2, as recorded in Volume 78 of Plats, Page 64, Records of King County, Washington; Thence continuing northerly along the west line of said plat, said easterly right of way margin and said existing City limits, to the northwest corner of said plat; H_1File Sys\WTR - Drinking Water Utility\WTR-09 - Plans\WTR-09-0020 - 2005 Water System PianlAgreements\CAG-03-197\Exhibit C - CAG-03-197.doe Page 3 Rev. Date 09-30-99 Thence easterly along the north line of said plat and said existing City limits, to an intersection with the southerly extension of the west line of Lot A of King County Boundary Line Adjustment No. L96LO 145, as recorded under King County Recording No. 9704091385, Records of King County, Washington; Thence northerly along said extension and the west line of Lots A and B of said boundary line adjustment, to the northwest corner of said Lot B; Thence easterly along the north line of said Lot B and the easterly extension of said Lot B, crossing Stevens Avenue NW (87th Avenue S.), to an intersection with the easterly right of way margin of said Stevens Avenue NW, said intersection being a point on the existing City limits of Renton as annexed by Ordinance No. 1461; Thence northerly along said easterly right of way margin and existing City limits, crossing Taylor Place NW, to the northwest corner of Lot 3, Block I of Latimers Lake Park Addition, as recorded in Volume 18 of Plats, Page 63, Records of King County, Washington; Thence easterly along the north line of said Lot 3 and its easterly extension, crossing Lind Avenue NW, to the southwest corner of Lot 2, Block 14 of said plat; Thence northerly along the west line of said Lot 2 and along the west line of Lot I of said Block 14, to the northwest corner of said Lot 1, said northwest corner also being a point on the southerly right of way margin of NW 7th Street (S. 122nd Street); Thence easterly along said southerly right of way margin and said existing City limits, crossing Taylor Avenue NW, to the northwest corner of Lot 1, Block 16 of said plat; Thence northerly along the northerly extension of the west line of said Lot 1, to the centerline of that portion of NW 7th Street vacated under City of Renton Vacation Ordinance No. 3455; Thence easterly along said centerline, to an intersection with the westerly right of way margin of Rainier Avenue North; Thence northerly along said westerly right of way margin, crossing S. 121 st Street, to the northeast corner of Lot 11 of Lenz Farmette Tracts, as recorded in Volume 37 of Plats, Page 36, Records of King County, Washington; Thence easterly along the easterly extension of the north line of said Lot 11, crossing Rainier Avenue North, to an intersection with the easterly right of way margin of said Rainier Avenue North; Thence northerly along said easterly right of way margin, following the tangent and curving courses thereof, said easterly right of way margin being, in part, the existing City limits of Renton as annexed by Ordinance No. 1300, to an intersection with a line which is 5 feet south of and parallel with the common line between Lots 7 and 8, Block 18, Bryn Mawr, as recorded in Volume 5 of Plats, Page 58, Records of King County, Washington; H:1File Sys1WTR - Drinking Water Utility\WTR-09 - Plans\WTR-09-0020 - 2005 Water System Plan\Agreements\CAG-03-1971Exhibit C - CAG-03-197.doc Page 4 Rev. Date 09-30-99 Thence South 88°27'28" East, along said parallel line and said existing City limits, a distance of 89.23 feet, to the west line of the Defense Plant Corp. 5-24-43; Thence North 05°16'51" East, along said existing City limits, a distance of 438.90 feet, to an intersection with a line which is 2 feet south of and parallel with the common line between Lots 1 and 2, Block 17 of said plat; Thence North 40°09'47" East, along said existing City limits, a distance of 188.55 feet; Thence North, along said existing City limits, a distance of 60 feet; Thence North 29°00'40" West, along said existing City limits, a distance of 197.07 feet; Thence South 88°27'28" East, along said existing City limits, a distance of 355.00 feet, to a point on the Inner Harbor Line of Lake Washington, as shown upon Sheet No. 26 of the Plat of Lake Washington Shore Lands Survey 1921, said plat being filed with the Auditor of King County, Washington, September 19, 1921, under Recording Number 1552504, said point being a distance of 92.62 feet along said Inner Harbor Line from angle point "862" on said plat, and the terminus of said sewer service area boundary line. 11;\File Sys\WTR - Drinking Water Utility\WTR-09 - Plans\WTR-09-0020 - 2005 Water System P1anlAgreements\CAG-03-197\Fxhibit C - CAG -03- i 97.doc Page 5 Rev. Date 09-30-99 mom EXHIBIT E Existing SWSD Water Service Connections in RENTON Service Area: ADDRESS KING COUNTY PARCEL NUMBER 8543 S 124 Street i.e., King County tax lot 072305-9049 1242484 th Avenue S i.e., King County tax lot 072305-9058 12620 84 Avenue S i.e., King County tax lot 072305-9061 1242684 th Avenue S i -e_, King County tax lot 072305-9068 8423 S 124 Street i.e., King County tax lot 072305-9069 8547 S 124 Street i.e., King County tax lot 072305-9072 8539 S 124 th Street i.e., King County tax lot 072305-9073 12422 84th Avenue S i.e., King County tax lot 072305-9074 8435 S 124 th Street i.e., King County tax lot 072305-9075 12540 84th Avenue S i.e., King County tax lot 072305-9077 8537 S 124t4 Street i.e., King County tax lot 072305-9081 8428 S 124th Street i.e., King County tax lot 072305-9088 12200 85 Avenue S i.e., King County tax lot 118000-5471 1211787 th Avenue S i.e., King County tax lot 118000-5520 1211685 th Avenue S i.e., King County tax lot 118000-5600 12121 87 th Avenue S i.e., King County tax lot 118000-5601 1213387 th Avenue S i.e., King County tax lot 118000-6780 12308 85thAvenue S i.e., King County tax lot 118000-6890 8556 S 123rd Place i -e_, King County tax lot 118000-6980 8550 S 123d Place i.e., King County tax lot 118000-6990 8544 S 123rd Place i.e., King County tax lot 118000-7005 8540 S 123rd Place i.e_, King County tax lot 118000-7015 8532 S 123rd Place i.e., King County tax lot 118000-7026 8524 S 123rd Place i.e., King County tax lot 118000-7036 8518 S 123rd Place i.e., King County tax lot 118000-7045 1232085 th Avenue S i.e., King County tax lot 118000-7055 12314 85thAvenue S i.e., King County tax lot 118000-7056 vacant i.e., King County tax lot 118000-8225 8525 S 123rd Place i.e_, King County tax lot 118000-8235 8529 S 123rd Place i.e., King County tax lot 118000-8245 8535 S 123rd Place i.e., King County tax lot 118000-8255 8541 S 123d Place i.e., King County tax lot 118000-8265 8547 S 123rd Place i.e., King County tax lot 118000-8270 8553 S 123rd Place i.e., King County tax lot 118000-8275 8554 S 1 24th Street i.e., King County tax lot 118000-8290 8548 S 124 th Street i -e_, King County tax lot 118000-8295 8542 S 124 1h Street i.e., King County tax lot 118000-8315 EXHIBIT E 8536 S 124 Street i.e., King County tax lot 118000-8325 8530 S 124 Street i.e., King County tax lot 118000-8335 8524 S 124 th Street i.e., King County tax lot 118000-8345 8518 S 124 Street i.e., King County tax lot 118000-8355 12820 84 Avenue S i.e., King County tax lot 182305-9204 12811 84 th Avenue S i.e., King County tax lot 214480-0005 12823 84 Avenue S i.e_, King County tax lot 214480-0006 1281984 th Avenue S i.e., King County tax lot 214480-0007 12852 80 Avenue S i.e., King County tax lot 214480-0225 7830 S Langston Road i.e., King County tax lot 214480-0336 7840 S Langston Road i.e., King County tax lot 214480-0341 7835 S 1301h Street i.e., King County tax lot 214480-0342 7931 S 130 Street i.e., King County tax lot 214480-0345 8531 S124 th Street i.e., King County tax lot 796140-0025 EXHIBIT F Existing RENTON Water Service Connections in SWSD Service_ Area: ADDRESS KING COUNTY PARCEL NUMBER 8231 S 1215 Street i.e., King County tax lot 118000-5795 8246S122 n Street i.e., King County tax lot 118000-5850 8324S122 n Street i.e., King County tax lot 118000-5855 8240S122 n Street i.e., King County tax lot 118000-5880 8232S122 n Street i.e., King County tax lot 118000-5890 8222S122 n Street i.e., King County tax lot 118000-5900 8218S122 n Street i.e., King County tax lot 118000-5910 8208 S 122" Street i.e., King County tax lot 118000-5915 Vacant i.e., King County tax lot 118000-5930 1220982 nAvenue S i.e., King County tax lot 118000-6230 Vacant i.e., King County tax lot 118000-6250 Vacant i.e., King County tax lot 118000-6350 8207S122 n Street i.e., King County tax lot 118000-6360 8217 S 122 nd Street i.e., King County tax lot 118000-6375 8223S122 n Street i.e., King County tax lot 118000-6390 8239S122 n Street i.e., King County tax lot 118000-6405 8241 S 122 nd Street i.e., King County tax lot 118000-6415 8247 S 122 nd Street i.e., King County tax lot 118000-6425 8323 S 122 nd Street i.e., King County tax lot 118000-6445 8254 S 123rd Street i.e., King County tax lot 118000-6460 8246S 123 Street i.e., King County tax lot 118000-6475 8240 S 123 Street i.e., King County tax lot 118000-6477 8228 S 123 Street i.e., King County tax lot 118000-6500 8220 S 123 Street i.e., King County tax lot 118000-6520 8214 S 123rd Street i.e., King County tax lot 118000-6530 8202 S 123rd Street i.e., King County tax lot 118000-6550 1220284 th Avenue S i.e., King County tax lot 118000-6560 8411 S122 n Street i.e., King County tax lot 118000-6570 Vacant i.e_, King County tax lot 118000-6650 Vacant i.e., King County tax lot 118000-6660 8412S 123rd Street i.e., King County tax lot 118000-6670 12212 84 Avenue S i.e., King County tax lot 118000-6685 12300 84 Avenue S i.e., King County tax lot 118000-7080 8411 S123 d Street i.e., King County tax lot 118000-7095 Vacant i.e., King County tax lot 118000-7105 8432 S 123 Id Street i.e., King County tax lot 118000-7106 1230985 th Avenue S i.e., King County tax lot 118000-7108 EXHIBIT F 8438 S 123 Place i -e_, King County tax lot 118000-7120 8426 S 123 Place i.e., King County tax lot 118000-7140 8416 S 123 Place i.e., King County tax lot 118000-7185 12312 84 Avenue S Le_, King County tax lot 118000-7200 8410 S 123 Place i.e., King County tax lot 118000-7210 Vacant i.e., King County tax lot 115000-7220 8211 S 123d Street Le., King County tax lot 118000-7230 8217S 123 Street i.e., King County tax lot 118000-7245 8223 S 123ro Street i.e., King County tax lot 118000-7255 8241 S 123 Street i.e., King County tax lot 118000-7265 8229 S 123rd Street i.e., King County tax lot 118000-7275 8235 S 123ro Street i.e., King County tax lot 118000-7285 12309 84to Avenue S i.e., King County tax lot 118000-7295 1231584 th Avenue S i.e., King County tax lot 118000-7300 12311 84 Avenue S i.e., King County tax lot 118000-7315 vacant i.e., King County tax lot 118000-7316 8230 S 123rd Place i.e., King County tax lot 118000-7375 8222 S 123ro Place i.e., King County tax lot 118000-7405 8216 S 123 Place i.e., King County tax lot 118000-7410 8210 S 123 Place i.e., King County tax lot 118000-7415 8200 S 123 Place i.e., King County tax lot 118000-7420 8205 S 123rd Place i.e., King County tax lot 115000-7850 8211 S 123 Place i.e., King County tax lot 118000-7865 8223 S 123 rd Place i.e., King County tax lot 118000-7875 8217 S 123 Place i.e., King County tax lot 118000-7880 8233 S 123ro Place i.e., King County tax lot 118000-7900 8243 S 123 Street i.e., King County tax lot 118000-7915 1233384 th Avenue S i.e., King County tax lot 118000-7931 12408 84 Avenue S i.e., King County tax lot 118000-8060 8409 S 123rdPlace i.e., King County tax lot 118000-8070 8415S123 r Place i.e., King County tax lot 118000-8080 8427 S 123 Place i.e., King County tax lot 118000-8090 12323 85thAvenue S i.e., King County tax lot 118000-8105 gslia a:\0rdnc 101.doc 1/10/99 V i 1 ORDINANCE [ ! 106 2 3 4 AN ORDINANCE authorizing the Mayor and Director of Seattle Public Utilities to enter 5 into agreements with the City of Renton that address: the sale of wholesale water by g the City of Seattle to the City of Renton; the continued operation of Cedar River 7 Pipeline Nos. 1, 2 and 3 within certain Renton street rights-of-way; the use by the 8 City of Renton of certain portions of the City of Seattle's water transmission pipeline 9 right-of-way for parking, park and other specified municipal purposes; and, the 10 customer transfer of the Boeing Renton plant to the City of Renton, from its status as 11 a direct service customer of the City of Seattle. 12 13 WHEREAS, the City of Seattle has been operating its Cedar River Pipeline nos. 1,2 and 3, 14 within certain street rights-of-way in the City of Renton, under the terms of an 15 expired franchise, and desires to enter into a new long term arrangement for the 16 operation of the pipelines, and 17 is WHEREAS, the City of Renton has a need to purchase wholesale water from the City of 19 Seattle on both a routine basis and an emergency basis, and desires to enter into a 20 written agreement for such purchases, and 1 - WHEREAS, discussions among City of Seattle, City of Renton and Boeing representatives 23 have concluded that it is appropriate that retail service to the Boeing Renton plant, 24 located within the city limits of Renton, be assumed by the City of Renton; and 25 26 IVTEREAS, the City of Renton has been allowed the use of certain portions of the City of 27 Seattle's water transmission pipeline rights-of-way for utility and street purposes 28 stemming from the expired franchise agreement, and Seattle agrees to such uses of its 29 right -of way; and 30 31 WHEREAS, the City of Renton is developing a municipal park adjacent to the Seattle right - 32 of -way in downtown Renton and wishes to make use of Seattle owned land for 33 parking and park purposes, and Seattle is willing to permit such use of its property; 34 and 35 36 NOW THEREFORE, 37 38 BE IT ORDAINED BY THE CITY OF SEATTLE AS FOLLOWS: 39 40 Section 1. The Mayor is hereby authorized to sign an interlocal agreement with the 41 1 City of Renton, substantially as contained in Attachment A to this ordinance, for the purposes 1 of Providing for the use of specific sections of Renton's rights-of-way for water 43 transmission lines and appurtenances by Seattle; and providing for the use by Renton of 44 certain real property owned by Seattle. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 N gslia HiVcntonWnIord.doc 9/15198 VI Section 2. The Mayor is hereby authorized to sign a water purveyor contract with the City of Renton, substantially as contained in Attachment B to this ordinance, providing for the sale of wholesale water by Seattle to Renton. Section 3. The Director of Seattle Public Utilities is hereby authorized to sign Lease agreement No_ 327-815 (18-23-5) SE) with the City of Renton, substantially as contained in Attachment C to this ordinance, for the use by Renton of "Leased Land" of 36,609 square feet for parking and park purposes. Section 4. The Director of Seattle Public Utilities is hereby authorized to sign an agreement with the City of Renton, substantially as contained in Attachment D to this ordinance, providing for the transfer of retail water service to a Seattle customer, the Boeing Renton plant, to the City of Renton_ Section 5. Any acts consistent with this ordinance but prior to its effective date are hereby ratified and confirmed_ Section 6. This ordinance shall take effect and be in force thirty (30) days from and after its approval by the Mayor, but if not approved and returned by the Mayor within ten (10) days after presentation, it shall take effect as provided by Municipal Code Section 1.04.020_ Passed by the City Council the d a VV day of (t VO b..e� 1998, and signed by me in open session in authentication of its passage this l q day of (r) fin, , 1998_ Iresi"they Council Approved by me this ay 199 . Paul chell, &ayor Filed by me this day of 19_ it erk .(SEAL) 2 Return Address_ City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 INTERLOCAL AGREEMENT THIS AGREEMENT is entered into by and between THE CITY OF SEATTLE, a municipal corporation of the State of Washington, hereinafter called "Seattle", and the CITY OF RENTON, a municipal corporation of the State of Washington, hereinafter called "Renton", for and in consideration of the terms and conditions herein below set forth in greater detail, to: A_ provide for the use of specific sections of Renton's rights-of-way for water transmission lines and appurtenances by Seattle; S. provide for the use by Renton of certain real property owned by Seattle; and WHEREAS, Seattle owns and operates a system for the supply, transmission, and distribution of water, and sells and distributes water to its own inhabitants and also to other persons and customers outside the corporate limits of the City of Seattle; and WHEREAS, Seattle has made application to Renton for renewal of that particular franchise granted pursuant to Renton Ordinance No. 903; and WHEREAS, both cities have been in negotiations regarding the terms of the proposed franchise renewal in a good faith effort toward understanding and mitigating the problems and concerns raised by Renton relating to Seattle's large diameter water transmission lines which traverse the City of Renton; and WHEREAS, Seattle owns in fee simple certain sections of the Cedar River Pipeline right-of-way; and WHEREAS, the use by Renton of said areas will not interfere unreasonably with the use by Seattle of said rights -of --way for water pipeline purposes; NOW, THEREFORE, it is mutually agreed by Seattle and Renton as follows: Page I of i i SECTION L SEATTLE FACILITIES IN RENTON RIGHT-OF-WAY A. TERMS AND PRIVILEGE There is hereby granted to Seattle from the date of acceptance hereof, the right, privilege, authority to operate, maintain, repair and reconstruct three water transmission lines together with the necessary appurtenances thereto, excluding service lines to any customer unless specifically approved by Renton, subject to the terms and conditions as set fortis hereinafter in this Agreement, in those portions of Renton rights-of-way described as follows: 1. Cedar River Pipeline No. 1 (66 -inch diameter) and Cedar River Pipeline No. 2 (51-112 inch diameter) across Houser Way South and in South Third Street from Houser Way South to the west margin of Burnett Avenue South. 2. Cedar River Pipeline No. 3 (66 -inch diameter) in Mill Avenue South beginning at the northwesterly margin of Interstate 405 right-of-way and extending northerly to South Second Street, thence westerly in South Second Street to a point 100 feet west of the west margin of Logan Avenue South and the beginning of Seattle's fee -owned right -of --way. 3. Two 12 -inch water mains located within Logan Avenue South, northerly of the Cedar River Pipelines to South Tobin Street, thence east on South Tobin Street to the Burlington Northern Railroad right -of way, thence north to the City of Renton Linear Park, as shown on the drawing attached as Exhibit "A". This portion is included herein under the condition, and in the event that Boeing transfers these water mains to the City of Seattle_ B. RIGHTS AND CONDITIONS 1. Repair and/or Replacement of Pipelines: The existing Cedar River Pipelines have been in place and in service for up to ninety years. Considering the potential impact of the event of a failure, break, or major leak from these pipelines through the downtown core of Renton and the resultant damages to residents and businesses from such an event, Seattle shall take every reasonable and responsible action to reduce or eliminate such impact. a) Emergency Response Plan - Seattle shall submit to Renton, within 365 days of the date of this Agreement, an emergency response plan for all Seattle facilities covered by this Agreement. b) Analysis of Condition - Within two years of the date of this Agreement and every fifth year thereafter, Seattle shall provide Renton with a detailed engineering analysis of the strength and condition of the Cedar River Pipelines through Renton's downtown core_ c) Safety Improvements - Seattle shall construct improvements on the pipelines for controlled drainage with adequate valving and conveyance to protect Renton's streets, homes, businesses, and other facilities in the event of a failure or emergency_ Seattle Page 2 of I 1 shall install, in a timely fashion, mainline shutoff valves west of Renton to be able to isolate the downtown core from drainage in case of a main break. Seattle shall initiate procedures to implement sufficient improvements in a timely manner to address any and all recommendations included in the above Analysis of Condition. d) Work Requirements: l) Ingress and Egress - Seattle, as Grantee herein, shall have the right of reasonable ingress to and egress from said water transmission lines for the purpose of repair, replacement, and maintenance thereof, but such right shall be subject to and consistent with the provisions of this Agreement and junior to the rights of the public for use of said avenues or streets_ All necessary work required to be done by Seattle shall be completer) with reasonable dispatch and with the least practicable interference with or inconvenience to the rights of the public, individuals; and affected businesses_ 2) Restoration - Seattle shall restore all streets, alleys, sidewalks, and public grounds, upon completion of any excavation, installation, repair or replacement (the work), to their prior or better condition of safety, utility and type of construction, in which case (the work) shall conform to current Renton Trench Restoration Requirements and City of Renton Construction Standard Specifications and Plans and applicable codes and laws. In case any obstruction caused by Seattle shall remain longer than five days after notice to remove it, or in the case of neglect or failure by Seattle to protect any dangerous places by proper guards, barricades, or other precautions, Renton may remove or protect them at the expense of Seattle. When notice has been provided to Seattle by Renton at least one year in advance of construction for planned paving, Seattle shall not be permitted to excavate into such pavement for a period of five years unless an emergency necessitates such or Renton permits such excavation. 3) Moving or Relocating Appurtenances to Seattle Pipelines - Whenever it shall become necessary in the grading or regrading, paving, or repaving, improving any highway, street, avenue, or alley in the City of Renton, or in the building of any sidewalks or improvements thereon, or in the construction of any sewer or water main, or in the laying down of any other duly authorized conduit owned or controlled by Renton, to move or remove any appurtenances (such as valve boxes, blow -off assemblies, etc.) to Seattle's water transmission lines, which are located above, at or in the proximity of the surface, Seattle shall, upon receiving reasonable notice from Renton, move or remove such appurtenances, except the water transmission lines, at its own cost and expense, and if Seattle shall fail, neglect, or refuse to move such appurtenances within a reasonable time, as determined by Renton, then same may be moved by Renton at the expense of Seattle. 4) Permits - Seattle shall secure all applicable and necessary permits from Renton and approval by Renton shall not be unreasonably withheld. it is understood that, Page 3 or I 1 during an emergency, requirements for permits would be modified in accordance with applicable laws, codes, and ordinances, as necessary, and, in the event that no such law, code, or ordinance affects the reconstruction during an emergency, the permit requirement stated herein shall be waived. During said reconstruction, Renton shall have the right to direct and control the locations for access to the work and stockpiling of materials and equipment. Restoration by Seattle shall be equal to or better than that which existed at the commencement of the reconstruction. Seattle shall notify Renton, in advance of any reconstruction, in writing, by submission of plans for such work_ Major reconstruction activities shall require at least two years advance written notice by Seattle to Renton_ Notice shall include submission of plans for work to Renton. S) As -Built Plans - A copy of as -constructed plans, as available, which identify the pipelines and their appurtenances, as well as all interfering utilities, landmarks, and physical features, shall be provided to Renton by Seattle within 180 calendar days following execution of this Agreement_ Following any reconstruction, Seattle shall provide a copy of as -constructed plans for such work to Renton in accordance with conditions noted herein. Locations shown on the as -constructed plans shall be referenced to known monuments and established survey control and pipeline locations shown shall be within the accuracy requirements in accordance with State statutes. 6) Inspection - If major reconstruction occurs in Renton, then a Renton inspector will be present and the costs for said inspector and corresponding inspection shall be paid by Renton and reimbursed to Renton by Seattle in a timely manner following submittal of an invoice to Seattle. 'n Construction Access & Traffic Control - Any operation or maintenance activity by Seattle shall not prevent normal access over Renton's streets without written permission front Renton. Traffic control costs incurred by Renton as a result of Seattle's operation or maintenance activities shall be reimbursed to Renton by Seattle. Seattle shall maintain access for emergency purposes at all times over those pipeline segments within the City Limits. For normal minor maintenance, oral approval may be given, and traffic control will be done by Seattle crews. 8) Alterations of Renton Facilities Requested by Seattle - All alterations, moving, or adjusting of Renton's pipelines and appurtenances in the Renton right-of-way required by construction of improvements undertaken by Seattle shall be performed by Renton's Water Department or designee, at the sole cost and expense of Seattle. No construction work shall be undertaken or initiated on Renton's facilities without Renton's prior written approval_ e) Additional Pipelines - The rights granted herein apply to the existing Seattle transmission pipelines only, as of the date of execution of this Agreement. Additional Seattle transmission pipelines will require an amendment to this Agreement or a separate agreement as determined by Renton, dependent upon the scope of work contemplated, its location, disruption of existing utilities and appurtenances, and other related factors_ Page 4 of 1 1 2. Response by Seattle for Planned Improvements by Renton - Renton shall transmit to Seattle information regarding any street or any utility facility improvements placed in the proximity or across any of Seattle's water transrrnission lines, and Seattle shall review and transmit any comment to Renton within a period of 20 days after receipt of same. 3. Cathodic Protectionlimpressed Current a) Existing Installations - Where a Seattle pipeline is already cathodically protected by impressed current, Seattle shall provide a copy of the design report and as -constructed drawings for the city's records and review. These records should be transmitted within 180 days of the date of this Agreement. Seattle will review City of Renton water plans and other utility plans using metallic pipe that may have been installed since Seattle's cathodic protection (CP) system was installed, to identify and correct any possible problems_ Renton will furnish all information it has on cathodic protection test stations (Seattle and Renton's) that Renton has installed in these areas of concern_ If any additional test stations are needed in order to do a comprehensive analysis of Seattle's impressed current or CP system effects on Renton's utility systems, Seattle will install them_ Upon completion of the initial and annual testing of the existing CP system, Seattle shall demonstrate to Renton that the CP System as installed on Seattle's facility will not adversely effect Renton's facilities and shall take corrective action, as necessary, to eliminate adverse effects on Renton's facilities. If corrective action is necessary, Seattle shall provide Renton a time schedule for corrections_ All Seattle pipelines that are cathodically protected shall be dielectrically isolated from Renton pipelines. Seattle shall provide a report demonstrating dielectric isolation from Renton pipelines, or a report showing no need to do so, within one year from the date of this Agreement. Prior to energizing or substantial adjustment of a rectifier, Seattle shall notify Renton, as well as provide a report demonstrating stray current evaluation to include measurement of the potential shift at: groundbed; at pipeline crossings; and where pipelines run parallel within 25 feet of a Seattle cathodically protected facility. b) Test Stations - When new test stations are installed by Seattle on Renton facilities, Seattle shall be required to have a Construction Permit from Renton. Renton shall have an inspector verify the installation to industry standards. c) New Installations - For new installations or additions to existing installations, Seattle shall provide plans and specifications to Renton for comment, as required for a normal permit process. Renton's review/comments of the CP system design will be limited to a check on the location of the proposed installation and identification of any potential physical or electrical conflicts with Renton facilities_ Upon completion of the installation of new or modified CP system, Seattle shall demonstrate to Renton that the CP System installed on Seattle's facility will not adversely affect Renton's facilities and shall take corrective action, as necessary, to eliminate adverse effects on Renton's facilities. Page 5 of I I d) Annual Testing - In addition to demonstrating, with initial testing, that there are no adverse effects on Renton facilities, Seattle shall test Renton's facilities annually to show that no adverse effects exist. Renton shall be invited, in writing, two weeks in advance, when testing said facilities to verify and learn testing procedures_ Seattle will be responsible for operating its CP system rectifiers in the area in sufficient combinations to determine existence of cathodic protection interference_ e) Annual Reports - Seattle agrees to submit an annual report which attests to the fact that no adverse effects have occurred on Renton's facilities_ The report shall also include data on rectifier settings, DC amps/volts out put, pipe to soil potential measurements, and shunt readings at interference/cross bonds or across isolation joints. f) Liability For Damages - Seattle shall be responsible to correct stray current problems that are detected during annual testing or at any other time, and shall be responsible in damages to Renton and/or to third parties for all stray current damage, as defined by a mutually acceptable Corrosion Engineer, that results from the operation of the Seattle cathodic protection system. 4. Claims - Seattle agrees to join with Renton in the defense of any and all claims or actions of any kind or description which may accrue to or be suffered by any person, persons, or property by reason of Seattle's use of said areas. In case of any suit or action brought against Renton by reason thereof, Seattle will, upon notice to it of the commencement thereof, join with Renton in defense of such suit or action. Any final judgment awarding damages shall be paid in whole or part or shared in such proportions as shall be fixed by the court or jury if the parties cannot agree. C. SERVICE TRANSFERS Seattle shall, upon request by Renton, in a reasonable time, conclude with Renton a plan for orderly transfer and takeover of service by Renton of those residential and industrial/commercial customers within Renton city limits or Renton's franchise area within the Skyway Coordinated Water System Plan all in accordance with State law and the Skyway Coordinated Water System Plan. The transfers, cost of water, and billing procedures shall be done by separate Agreement. D. POLLUTANTS AND HAZARDOUS SUBSTANCES During the term of this Agreement, Seattle agrees to keep the right-of-way and facilities covered by this Agreement in compliance with any and all Environmental Laws and not cause or permit contamination from Hazardous Substances or Pollutants in violation of Environmental Laws_ Upon notice or discovery of any release of any Hazardous Substance caused by Seattle or expressly authorized by Seattle to occur upon the right-of-way and facilities covered by this Agreement, Seattle shall immediately take all necessary steps to report, respond to, and clean up the same and restore the right-of-way and facilities covered by this Agreement to its preexisting condition in accordance with applicable Environmental Laws and Requirements and shall report any such release to Renton within 24 hours of discovery_ Page 6 of I ! E. HOLD HARMLESS, RELEASE AND LIABILITY INSURANCE 1. Seattle Indemnification: Seattle agrees to indemnify, defend, and hold hannIess Renton, its officers and employ=, from and against any and all claims, demands, damages, losses, liens, penalties, fines, expenses of every kind and nature, including attorney's fees, and liability for the following: Any claims or liability arising from an accident or injury or damage to property on or about the right-of-way and facilities covered by this Agreement caused by the wrongful or negligent acts or omissions of Seattle, its agents, tenants, licensees, invitees, employees, or other occupants of the right-of-way and facilities covered by this Agreement. As between the parties and for the purposes of the foregoing obligations Seattle waives any immunity, defense or other protection that may be afforded by any workers compensation, industrial insurance or similar laws (including but not limited to the Washington Industrial Insurance Act, Title 51 of the Revised Code of Washington). Any activities or use of the right -0f --way and facilities covered by this Agreement by Seattle which cause or knowingly permit the release or the threatened release of any Hazardous Substance on the right -0f --way and facilities covered by this Agreement_ This indemnification shall survive the termination of this Agreement_ This indemnification shall not apply to Hazardous Substances generated, discharged, or deposited on the right-of-way and facilities covered by this Agreement prior to the date of occupation granted by the initial franchise. Additionally, this indemnification shall not apply to Hazardous Substances generated, discharged, or deposited on the right-of-way and facilities covered by this Agreement after the date of occupation granted by the initial franchise which arise from Renton's activities on the right-of-way and facilities covered by this Agreement, and shall not apply to Hazardous Substances which migrate onto the right -of --way and facilities covered by this Agreement from off-site. Renton, at its sole expense, may employ additional counsel of its choice to associate with counsel defending against any such claims, lawsuits, or administrative proceedings_ 2. Seattle's Insurance: Seattle shall provide and keep in force and effect during the term hereof, public liability insurance with limits of not less than Five Million Dollars ($ 5,000,000) covering injuries to persons, including death, and loss of or damage to real and personal property. Such insurance may be provided under Seattle's blanket comprehensive liability insurance policy. During the term of this Agreement, Renton shall be named as an additional insured under such insurance to the extent of Seattle's undertaking set forth in Section I. E. 1. Entitled "Seattle Indemnification" including any claims of accident, injury, or damage arising from Seattle's use of the night -of -way and facilities covered by this Agreement_ A certificate evidencing such insurance coverage shall be delivered to Renton not less than fifteen (15) days prior to the execution of this Agreement. Such certificate of insurance will provide for fifteen (15) days advance notice in the event of cancellation. If Seattle is self-insured, Seattle will provide Renton with evidence to that effect_ Renton will Page 7 of 11 require any contractor and/or subcontractor to maintain insurance coverage in accordance with the preceding paragraph. F. DEFAULT If at any time during the tern of this Agreement Seattle shall fail to comply with any of the other terms and conditions of this Agreement, Renton shall give written notice to Seattle of such default or otherwise to comply with the terms and provisions of this Agreement, as the case may be. If such default is not cured within thirty (30) days of Seattle's receipt of Renton's written notice as to the default, or within such period as Renton determines is reasonable if Renton determines that the condition caused by such default is a threat to public health and safety, or the environment, Renton shall have, in addition to such remedies as may be afforded by the laws of the State of Washington, the power and right to declare this Agreement terminated and reenter the right-of- way and facilities covered by this Agreement, but not withstanding such remedies or termination and reentry by Renton, Seattle covenants and agrees to make good to Renton any deficiency arising from the reentry, removal of personal property and/or improvements, and restoration of the right-of-way and facilities covered by this Agreement and to pay such deficiency upon demand to Renton_ G. RIGHT TO REMEDY/DEFAULT INTEREST If Seattle fails to do any act or thing required to be done by Seattle under this Agreement, Renton shall notify Seattle of such failure, and give Seattle thirty (30) days to perform such act or thing, except for conditions which pose a threat to public health and safety, or the environment. In the event Seattle fails to perform within said thirty (30) days, Renton shall have the right at it sole option, but not the obligation, to do such act or thing on behalf of Seattle and upon notification of Renton's reasonable expenditure in connection therewith, Seattle shall immediately repay Renton the amount thereof plus interest at eight (8) percent per annum, from the date of Renton's invoice for said expenditure to the date of Seattle's repayment. SECTION IL RENTON FACILITIES IN SEATTLE RIGHT-OF-WAY A. PREMISES Ily separate Agreement, Seattle shall grant Renton a 40 year lease for vehicle parking and park purposes in the area described below: L Parcel "A" for Public Vehicle Parking, Access to the Abutting North Site and Pedestrian Crossing Purposes: That portion of the City of Seattle, Cedar River Pipeline right -of --way located in Section 18, Township 23 North, Range 5 Fast, W.M., King County, Washington situated in Blocks 1 and 6 of the Plat of Smithers Sixth Addition to Renton, Volume 26 of Plats, page 47, records of King County, Washington, and Block I of the Plat of Motor Line Addition to Renton Volume 9 of Plats, page 50, records of King County, Washington, lying north of South Third Street between the east margin of Morris Avenue South and the west margin of Logan Avenue South, in Renton, Washington; and Page 9ofIi 2. Parcel "B" for Park/Plaza Purposes: That portion of the City of Seattle, Cedar River Pipeline right-of-way located in Section 18, Township 23 North, Range 5 East, W. M., King County, Washington situated in Block 2 of the Plat of Motor Line Addition to Renton Volume 9 of Plats, page 50, records of King County, Washington, lying north of South Third Street behveen the east margin of Logan Avenue South and the west margin of Burnett Avenue South, in Renton, Washington_ Seattle also grants to Renton permission and authority to use the following areas, as described below, extending existing uses granted in the aforesaid franchise granted pursuant to Renton Ordinance No. 903: 3. That portion of Seattle's 30 -foot wide Cedar River Pipeline No. 3 right-of-way lying between the northerly and the southerly westbound lanes of South Second Street, beginning at a point 100 feet west of the west margin of Logan Avenue South for vehicle and pedestrian crossings, traffic control and lighting devices, and street lighting, underground utilities including conduit and landscaping. Any extended uses, beyond the prior permit granted under Ordinance 903 , will need to be reviewed and approved by the City of Seattle. 4. Such space as required for an existing 12 -inch diameter storm sewer along Seattle's Cedar River Pipeline right-of-way between Burnett Avenue South and the old Black River Channel. Any modification or reconstruction of the facilities will need to be reviewed and approved by the City of Seattle. S. Those portions of Seattle's Cedar River Pipeline ngbt-of-way in downtown Renton for the roadway crossings of Logan Avenue South, Morris Avenue South, Whitworth Avenue South, and Shattuck Avenue South, including underground utilities and other necessary appurtenances. Any modification or reconstruction of the facilities will need to be reviewed and approved by the City of Seattle. B. RIGHTS AND CONDITIONS 1. Use of Seattle right-of-way - SFU has sole authority to review and approve any and all uses of all SPU Cedar River Pipeline right-of-way within the City of Renton. This includes those parcels specified in Lease Agreement No. 3 27-8 15 (18-23-5 SE), as well as other right-of-way owned by SPU within Renton city limits. The City of Renton is not authorized to make arrangements with any private parties for use of the SPU right-of-way within the City of Renton. 2. Compensation for Private Uses of right-of-way - According to state law those uses by private parties of SPU right -0f --way which are for private benefit must be compensated at fair market value. Hence, SPU must be compensated at the fair market value for any private use of the right-of-way. Said private party must enter into a long-term lease with SPU which specifies uses and compensation for the property in question. 3. Unauthorized Uses - For any unauthorized uses of SPU right -of way by the City of Renton, SPU may remove unauthorized facilities, vehicles, and/or structures at the expense of the City of Renton, with expenses to include the payment of any damages that occur during the removal of said structures and facilities. Page 9 of 1 1 4, Garage Access to Parcel A - The granting of garage access to Parcel A to tenants of the Dally Site is contingent upon the City of Renton owning the 18 -foot -wide abutting property, lying between the Seattle right-of-way and the Dally site_ Failure by the City of Renton to acquire this parcel of property (or equivalent property rights through a long-term lease) shall either result in denial of access to SPU right-of-way by the Dally Site tenants, or the granting of such access only through the toms of a lease entered into between SPU and Dally. SECTION III. ABANDONMENT/EXPIRATIONITERMINATION This Agreement shall expire on December 31, 2038 unless terminated upon mutual agreement of Seattle and Renton prior to this date. Seattle may give written notice of abandonment for any area identified in Section I. hereof If Seattle determines the pipe(s) are no longer needed, Seattle shall notify Renton. Seattle shall remove the pipe(s) and restore the street to its prior condition at Renton's request. This Agreement shall not be assigned or transferred. SECTION IV. NON -EXCLUSIVENESS This Agreement is not exclusive and shall not preclude the City of Renton from granting franchises to other persons, companies or municipal corporations to use said streets, avenues and other public thoroughfares or any part thereof covered by the Agreement for the same purpose as herein authorized or for any other purpose authorized by law. Page 10 or I 1N WITNESS WHEREOF, Seattle has caused this Agreement to be executed by its Director of Seattle Public Utilities pursuant to Seattle City Ordinance No. 119202- CI]-Y OF SEATTLE CITY OF RENTON Diana Gale se Tanner, Mayor Director Seattle public Utilities Attest: Brenda 1?ritsvo d, Deputy City Clerk Notary Seal must be within STATE OF WASi-IINGTON) SS box. COUNTY OF KING ) I certify that I know or have satisfactory evidence that �Q55G YQyt�lCt'__ eylQ 15 fl tQ sided this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Jwy,& —A Z/A/P-' Notary Publicin d for the State of Washington Notary (Print) 16bele Alt aol an My appointment expires:_ Dated: Notary Seal must be within STATE OF WASHINGTON) SS`, box. COUNTY OF KING ) I certify that I know or 1*ve Satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act far a uses and purposes mentioned in the instrument_ Notary Public in andfor the S of Washington `��� GQ 1 D .t ? = v��i•` Notary (Pant) � t' My appointment expires: Dated: Yagc 1 I of I I .............. LION E f � a .40 MGM CM I 2- 12" B EING NATER AINS - :-- _ 2,n'd St ��_ 0 St If i .40 MGM CM I 2- 12" B EING NATER AINS - :-- _ 2,n'd St ��_ 0 St If Water Purveyor Contract between The City of Seattle and The City of Renton for the Sale of Wholesale water By Seattle to Renton November 1, 1998 TABLE OF CONTENTS L TERM OF CONTRACT AND GUARANTEES............................................................................... I A. AGREEMENT TO SUPPLY AND PURCHASE WATER.............................................................................. I B. TERM OF CONTRACT ................................................ ............ 2 MCONDITIONS OF SERVICE.......................................................................................................... 2 A- ROUTINE SUPPLY OF WATER BY SEATTLE TO RENTON....................................................................... 2 B. EMERGENCY SUPPLY OF WATER BY SEATTLE TO RENTON.................................................................. 3 C. CONTINUITY OF SERVICE ....................................................... D- MINIMUM HYDRAuLic GRADIENT....................................................................... 4 E- WATER QUALFTY.................................................. ............ .............. ........................... ..-- ................. S R R.ESALEToOTHER PARTIES ............ .................................................................... 5 G. FLUSHING ALLOwANCE......... .......................................................................... 6 H. METERING EQUIPMENT................................................................... . 6 III. COST OF WATER......................................................................................................................... 6 A. RATES TO BE BASED ON PURVEYOR WHOLESALE RATES.................................................................... 6 B. RATES ESTABLISHER BY ORDINANCE -------------------- ---------------------------- .............................................. 7 C. RATE COMPONENTS----------------------------------------------------- --- .... ................. ......-...... 7 D- OLD WATER ALLOWANCE .................................................................... 7 E. RATE MULTIPLIERS. 7 F. POSSIBLE PHASEOUT OF WHOLESALE RATE ------------------------------- •......................... ............................... 8 IV. PAYMENT....................................................................................................................................8 A. COLLECTION OF MONEY DUE -------------------- ..... ....................... ....................................... .........- 8 B. PENALTIES FOR LATE PAYMENT .............................................. ------..................,....-..........:................ 8 C- DISPUTES,..... 8 V. OTHER PROVISIONS.................................................................................................................... 8 A. AssIGNABILITY.............' B. AMENDMENTS TO CONTRACT C. NOTIFICATION .................................... D- SEVERABILITY ................................... E. PLANNING DATA- ............................•. .....................................................................................1.1...11 9 -------------------------------------------- .............................................. .... ............................................. 9 .............................. ............................... Io i • • E —PnRvEvouCowwrrrco............................................. ......... ................. ... —... 10 [lAmwxx/ulownAND SsnvxcmAmnACHANGES— ................................................. —......... .............. )0 B.CONSERVATION PROGRAM, ................... ................ ............ .......... —......... ... —.................. ...... |0 V1ISIGNATURE PAGE .................. ....................................... ......................................................... 1% VIII. LIST OF EXHIBITS.~...._ ______^._...~.~~~.~~_~~___'~..~~___~,__13 ii CONTRACT BETWEEN THE CITY OF SEATTLE AND THE CITY OF RENTON FOR THE SALE OF WHOLESALE WATER BY SEATTLE TO RENTON THIS CONTRACT between the CITY OF SEATTLE, a municipal corporation of the State of Washington, hereinafter called "SEATTLE", and the CITY OF RENTON, a municipal corporation of the State of Washington, hereinafter called "RENTON", witnesseth the following RECITALS: 1. SEATTLE owns and operates a system for the supply, transmission and distribution of water to persons and customers both inside and outside the corporate limits of SEATTLE; 2. SEATTLE is willing to provide water to RENTON at wholesale water rates under the terms set forth herein; 3. SEATTLE and RENTON have mutually agreed to a maximum daily rate of delivery and a maximum volume from SEATTLE on an annual basis; 4. SEATTLE and RENTON have mutually agreed, in a separate agreement, that SEATTLE will provide Fire Flows at certain Service Connections; 5. SEATTLE and RENTON have mutually agreed that SEATTLE will provide an emergency supply to RENTON; 6. SEATTLE and RENTON have mutually agreed, in a separate agreement, that RENTON will provide an emergency supply to SEATTLE; NOW, THEREFORE, in consideration of mutual covenants herein, it is agreed as follows: I. TERM OF CONTRACT AND GUARANTEES A. Agreement To Supply And Purchase Water I . SEATTLE agrees to supply water to RENTON subject to the conditions of this Contract. 2. RENTON agrees to purchase water from SEATTLE subject to the conditions of this Contract. B. Terni of Contract Subject to the other provisions contained herein, the original term of this Contract shall commence and this Contract shall become effective November 1, 1998. 2. For the routine (non emergency) supply of water by SEATTLE to RENTON (Refer to Section Il_), the agreement shall be in effect until. December 31, 2011; or until RENTON enters into membership in the Cascade Water Alliance (CWA), whichever comes first_ Routine supply of water, as provided for in this part of the agreement, shall not be extended beyond December 31, 2011, unless the CWA Is not formed, in which case SEATTLE and RENTON may elect to renegotiate the sale of routine water. 3. For the emergency supply of water, including fire flow protection, by SEATTLE to RENTON (Refer to Section lt.), the agreement shall be in effect until December 31, 2038, as long as Seattle and Renton have mutual emergency water supply arrangements in effect; or until Renton enters into membership in the Cascade Water Alliance (CWA), whichever comes first_ 4. For purposes of fire protection for the area described in the Boeing Renton customer transfer area, SEATTLE will provide fire flows to the transfer area by means of the existing 12 -inch water mains in Logan Avenue, at a maximum rate of flow governed by the physical capacity of the existing mains; and conditioned also on the continued operation of the three transmission pipelines (Cedar River Pipeline Nos. 1, 2 and 3) to which the Logan Avenue water mains are connected. The obligation by SEATTLE to provide fire protection to the Boeing facility from the three transmission pipelines shall survive the termination or expiration of this contract; provided that a written agreement to address this service shall be negotiated subsequent to the termination or expiration of this contract. I1. CONDITIONS OF SERVICE A. Routine Supply of Water by Seattle to Renton Under normal circumstances, RENTON will draw water from the SEATTLE transmission pipelines via the current or reconfigured Service Connections in the vicinity of Logan Avenue and the Cedar River; only for the purpose of supplying water to the facilities located in the Boeing Renton service transfer area_ On occasion, RENTON may use the other service connections as the need arises. The total volume taken by RENTON, from all service connections in any given month, shall not exceed the total monthly consumption figures shown in Exhibit A to this contract. No prior coordination with SEATTLE is required if volumes 2 of water remain within this cap. If RENTON's water use exceeds the cap, under other than emergency conditions, the water use that exceeds the cap shall be subject to a two hundred percent (240%) surcharge. If it becomes necessary, under emergency conditions, to use more SEATTLE water, the provisions of Section II. B, would apply. B. Emergency Supply of Water by Seattle to Renton An "emergency" shall be defined as a major water main break; fire demand; contamination of water production wells, mechanical and/or electrical equipment failure; or interruptions in power supply, within the RENTON system. 2. Any combination of service connections on the SEATTLE transmission pipelines may be used to meet RENTON's needs during the emergency, 3. If RENTON experiences an emergency that requires emergency supply from SEATTLE, RENTON shall curtail its customers' water use commensurate with the nature and duration of the emergency. Before drawing on the SEATTLE water supply for emergency purposes, RENTON shall have activated all of its own backup sources of supply to cope with the emergency. It is understood that emergency supply from SEATTLE is conditioned on SEATTLE's sole determination of availability and Section II. C. Continuity of Service. SEATTLE shall not unreasonably withhold determination of availability, and in the event SEATTLE determines there are limitations on availability, then continuity of service to RENTON shall be maintained by SEATTLE, to the extent feasible, in the same manner as service to SEATTLE's other purveyor customers_ 4. During such emergencies, SEATTLE shall make available an amount not to exceed ten million (10,004,040) gallons per day from service connections on SEATTLE's transmission pipelines, for a period not to exceed three (3) years. Coordination prior to and during emergency operations shall be as follows.- a) ollows: a) For operation of the service connections, liaison shall occur between representatives of the systems, who are: Water Utility Supervisor (RENTON) and Water Treatment and Supply Manager (SEATTLE) or their designated representatives. h) For the purposes of discussing and resolving engineering issues, liaison shall occur between representatives of the systems, who are: Water Utility Supervisor (RENTON) and Water Resource Manager (SEATTLE) or their designated representatives. 3 C) For purposes of administration, liaison shall occur between representatives of the systems, who are: Administrator for Plan/Building/Public Works Division (RENTON) and Water Resource Manager (SEATTLE) or their designated representatives. C. Continuity of Service Continuity of service to RENTON shall be maintained by SEATTLE, to the extent feasible, in the same manner as service to SEATTLE's other Purveyor customers. In the event of a general emergency or water shortage affecting the entire regional service area requiring restrictions on the delivery of water, general restrictions placed upon deliveries to RENTON shall be determined by a similar method to that used for restricting deliveries to SEATTLE's other Purveyor customers_ In the event of localized emergency problems, temporary service interruptions may result. Z. It is recognized by both parties that emergency conservation measures may have to be implemented by SEATTLE on a regional basis in order to meet an emergency condition. RENTON shall assist and support such emergency conservation measures. 3. SEATTLE shall provide oral notice to RENTON, and may temporarily interrupt or reduce deliveries of water to RENTON, if SEATTLE determines that such interruption or reduction is necessary or reasonable in case of system emergencies, or in order to install equipment, make repairs, replacements, investigations and inspections or perform other maintenance work on SEATTLE's water system or those parts of the system supplying RENTON. Except in cases of emergency, and in order that RENTON's operations will not be unreasonably interfered with, SEATTLE shall give RENTON reasonable written notice of any such interruption or reduction, the reason therefore, and the probable duration thereof. D. Minimum Hydraulic Gradient A minimum hydraulic gradient or head for each Service Connection shall be used as a criterion for SEATTLE's and RENTON's comprehensive water planning efforts. If SEATTLE finds that it would benefit the Regional Water Supply System and purveyors as a class, the minimum hydraulic gradient or head in Exhibit B may be modified by SEATTLE, at its sole discretion, only once during the life of this contract; provided that four (4) years' advance notice is given to RENTON. 2. SEATTLE will use its best efforts to supply water from its system to that of RENTON at the points of connection and at not less than the minimum hydraulic 4 gradient or head at the inlet side of the Service Connection meter, as shown on Exhibit B., except as noted in this Contract. It is understood that circumstances may prevent SEATTLE from providing, at all times, this minimum hydraulic gradient. Additional Service Connections between RENTON's and SEATTLE's water systems or adjusted minimum gradients may be established from time to time, by mutual agreement between SEATTLE and RENTON, in which instance Exhibit Il. A. shall be appropriately amended to reflect such additional points of connection or adjusted minimum gradients_ E. Water Quality The quality of water delivered under this Contract shall comply with all applicable provisions of the State and Federal law and rules and regulations of the appropriate State and Federal agencies governing water quality; and shall be subject also to applicable provisions of SEATTLE ordinances relating thereto and not inconsistent herewith. 2_ Both parties agree that this provision will not be binding on SEATTLE in instances in which an emergency exists and best efforts and reasonable prudence have been exercised_ 3. RENTON may obtain water from other State approved sources without the written consent of SEATTLE. 4. RENTON and SEATTLE are responsible for the quality of the water in their respective distribution systems. F. Resale to Other Parties RENTON may sell water supplied to it by SEATTLE to other parties outside its existing or future boundaries for resale to ultimate consumers only upon written consent of SEATTLE (or oral consent, in case of an emergency). 5 G. Flushing Allowance Credit for water used for flushing water mains will not be awarded under this agreement. H. Metering Equipment SEATTLE shall own and maintain appropriate metering devices to measure the water flowing from SEATTLE's water system to RENTON at each Service Connection_ 2. The entire cost of each additional Service Connection, including the cost of meters, shall be paid by RENTON. 3_ Rehabilitation and/or replacement of master meter installations resulting from routine operations or safety requirements shall be at SEATTLE's expense. If SEATTLE removes and replaces a RENTON meter because it is under or over capacity (based on AWWA standards or factory rating criteria), or where RENTON desires to change, interrupt or discontinue a service connection, then the net cost of these changes shall be paid to SEATTLE by RENTON_ 4. In regard to the Boeing Customer transfer area, RENTON shall, upon execution of this agreement, prepare two (2) master meter relocation designs within 6 months. It shall also complete the installation within two (2) years of design completion and approval by SEATTLE. RENTON shall be allowed to relocate the two (2) new meters recently installed by SEATTLE in these meter relocations as long as the accuracy meets SEATTLE's requirements. RENTON shall be responsible for all costs associated with developing the new metering arrangement, including but not limited to, design, infrastructure, site acquisition and easements, construction, and SEATTLE's in-house costs for coordination and inspection, excluding costs for relocated meters. III. COST OF WATER A. Rates to be Based on Purveyor Wholesale Rates Rates charged by SEATTLE to RENTON for water service shall be based on the wholesale rates charged to other purveyors and by the factors set forth in Section M. E. below. 0 B. bates Established by Ordinance Revisions to the wholesale rates which serve as the basis for the charges to RE, NTON will be made by ordinance and will apply to RENTON with the same effective date as other wholesale customer rates_ C. Rate Components Rates charged to RENTON will include all components of the wholesale rate schedule with the following exceptions: Demand Charges will not be levied against RENTON and Growth Charges will not be levied,- Base Service Charges (monthly meter charges) shall apply to all meters, existing or future, except for account numbers 0I748610-005 (G -inch meter), 01748620-005 (3 -inch meter), and 01748670-005 (6 -inch meter). The Rate Adjustment Factor, as defined in item E. below, shall not be applied to the Base Service Charges, D. Old Water Allowance RENTON's old water allowance is defined in Exhibit A. For the purpose of this agreement, the old water allowance is used to establish a threshold between routine water usage and water that would be charged by a 200% surcharge (i.e, three times rate adjustment factor times commodity charge), as defined in Section II. Conditions of Service, E. Rate Multipliers_ E. Rate Multipliers The effective rate to RENTON is the Commodity Charge Rate for Wholesale Customers, in SEATTLE's rate ordinance, multiplied by a Rate Adjustment factor. The growth surcharge, as specified in the purveyor contracts (Section III. C. Purveyor Rate Structure), shall not be applicable to water purchased under the terms of this agreement. The following factors will be used: Time Period Rate Adjustment Factor 1998 through date of completion of Boeing Renton meter replacement 1.30 Boeing Renton meter replacement completion through 2011 1.05 If an emergency arises that meets the condition specified in Section 11, B. Emergency Supply of Water by SEATTLE to RENTON, the Rate Adjustment Factor shall be 1.0 7 for the duration of the emergency for that volume of water used for emergency purposes. F. Possible Phaseout of Wholesale Rate In the event that the number of Purveyor customers of SEATTLE declines to the point that SEATTLE no longer intends to offer a wholesale rate in its rate ordinance, SEATTLE will notify RENTON 180 days in advance of the ordinance change_ SEATTLE and RENTON agree to develop a replacement set of charges for service under this contract within that 180 day period. IV. PAYMENT A. Collection of Money Due RENTON shall be billed by SEATTLE on a monthly basis for the supply of water delivered by SEATTLE_ RENTON shall pay these water bills within sixty (60) days of the billing dates_ B. Penalties for Late Payment SEATTLE may assess a late charge on RENTON for failure to make full and timely payment as provided in Section IV. A. This late charge shall be established by SEATTLE as a percentage of the late portion of the water charges owed, provided that the percentage rate shall not exceed the maximum amount permissible by law. C_ Disputes RENTON may dispute the accuracy of any portion of the water charges by taking the following two actions within the sixty (60) day payment period established in Section IV. A: (1) notifying SEATTLE in writing of the specific nature of the dispute, and (2) paying the undisputed portion of the water charges_ SEATTLE shall consider and decide any billing dispute in a reasonable and timely manner. Late charges will start to accrue on any unpaid disputed water charges only after SEATTLE has rendered a final decision and after expiration of any additional "grace period" which may be established by SEATTLE as part of the final decision on the dispute. hn V. OTHER PROVISIONS A. Assignability I . This Contract shall be binding upon all successors and assigns of the parties. Neither party may assign or transfer its interest in this Contract without the written consent of the other party, which shall not be unreasonably denied, except that such consent shall not be required when the assignment or transfer is mandated by State law. Subject to such limitation, SEATTLE and/or RENTON may assign its interest to a legally constituted regional water authority. 2. It is further agreed, that SEATTLE shall not demand or receive any additional consideration for such an assignment as a result of SEATTLE and RENTON having signed this Contract. B. Amendments to Contract Either party may request in writing that the other party consider an amendment of this Contract. If the amendment is mutually acceptable, an amendment of this Contract shall be prepared in writing and become effective upon execution by both parties. C. Notification Whenever in this Contract notice is required to be given, the same shall be given by the following representatives by United States mail (registered or certified with return receipt requested), addressed to the respective parties at the following addresses: Director, Seattle Public Utilities, 710 Second Avenue, 10th Floor, Seattle, WA 98104 and City of Renton, Renton City Hall - 5a' Floor, 1055 South Grady Way, Renton, WA 98055; unless a different representative or address shall be hereafter designated in writing by either of the parties given by the procedure set forth above_ 2_ The date of giving such notice shall be deemed to be the date of mailing thereof Billings for and payments of water bills may be made by regular mail. D. Severability It is the intent of the parties that if any provision of this Contract or its application is held by a court of competent jurisdiction to be illegal, invalid, or void, the validity of the remaining provisions of this Contract or its application to other entities, purveyors or circumstances shall not be affected_ The remaining provisions shall continue in full force and effect, and the rights and obligations of the parties shall be construed and enforced as if the Contract did not contain the particular invalid provision, provided 7 however, if the invalid provision or its application is found by a court of competent jurisdiction to be substantive and to render performance of the remaining provisions unworkable and infeasible and is found to seriously affect the consideration and is inseparably connected to the remainder of the contract, the entire Contract shall be invalid. E. Planning Data Both parties to this agreement will share planning data as necessary for the efficient operation of the two water systems. Any records relevant to water supply and consumption within the possession of SEATTLE or RENTON will be provided to the other upon reasonable request. F. Representation --Purveyor Committee RENTON shall not become a member of the Purveyor Committee as a result of entering into this Contract. G. Annexations and Service Area Changes In the event RENTON should annex to or transfer all or a portion of its service area receiving SEATTLE water, adjustments shall be made in RENTON's water requirements and costs to reflect that associated with these areas. H. Conservation Program Under the terms of this agreement, RENTON shall assist and support SEATTLE's regional conservation programs for RENTON's retail customers that make use of water purchased from SEATTLE. 2. SEATTLE has developed and implemented a regional water conservation program, as contained in its Comprehensive Regional Water Plan_ For Renton's retail customers making use of water purchased from Seattle, this conservation program shall be implemented by SEATTLE with the assistance and support of RENTON, except that RENTON shall not be required to adopt special rates with respect to this program. The basis for allocating costs of this conservation program shall be reviewed and evaluated by the independent rate consultant as part of each rate study_ 3. Renton shall support SEATTLE's regional water conservation program for RENTON's retail customers making use of water purchased from SEATTLE_ It is understood that RENTON retains final authority over the expenditure of funds needed to implement its conservation program for its own service area. fff, 5. SEATTLE shall include RENTON's retail customers making regular use of water purchased from SEATTLE as eligible for participation in SEATTLE's financial incentive (rebate) conservation programs. VI. DEFINITIONS As used in this Contract: "Purveyor" means a water district, other municipality or utility authorized to and engaging in the distribution of water under the laws of the State, which distributes, on a retail basis, water directly supplied to it by SEATTLE. "Regional Water Supply System" means the City's water supply system consisting of dams, impounded water, supply and transmission mains, pumps, treatment facilities, and all facilities utilized in conveying water from its source to the City's water storage facilities and to the purveyors. "Service Connection" means a section of pipe, with a water meter and appurtenances, through which water is delivered from the Regional Water Supply System to a purveyor's system. "Comprehensive Regional Water Plan" means the latest plan, and amendments thereto, prepared by SEATTLE to comply with the requirements for "water system plan" of WAC 248-54-580 and amendments thereto. 11 N'II. SIGNATURE PAGE IN WITNESS WHEREOF, the parties have hereunto set their hands this day and year above written. CITY OF RENTON CITY OF SEATTLE qBy. By: Sim Jesse Tanner, Mayor Paul Scliell, Mayor ATTEST/AUTHENTICATED: InLA�— zomy-� - Brenda Frit:svold, Deputy City Clerk APPROVED AS TO LEGAL FORM: PJWWIAJ,47 Larry Warren, City Attorney ATTEST/AUTHENTICATED: J dish Pippin, City Clerk APPROVED AS TO LEGAL FORM: �I1G-L tilrn /-/, 1 72,,V . f ncsvir,r _ Mark Sidran, City Attorney 12 VIII. LIST OF EXHIBITS A. EXHIBIT A to Renton Water Purveyor Contract 13 Revised May 1998 CITY OF RENTON WHOLESALE PURVEYORS OLD WATER CONSUPTION Old Water Allowance in Hundreds of Cubic Feet Month Cumulative January 20107 20107 February 26954 47061 March 23816 70877 April 23909 94786 May 24750 119536 June 24456 143992 July 26749 170741 August 31989 202730 September 22324 225054 October 21075 246129 November 20554 266683 December 219 287782 Year Total 287782 EXIMIT A 13 W -t> � ao vz W o o Wn o 0 0 � o w cn Q A N C/] N �D O� tD try �Q o0 O Q d � ., E a z91 a rJ] N 4�7 d <a q 00 o x C d to q O to �a Oq ¢ pp �d Q� 4 LEASE AGREEMENT NO. 327-815 (18-23-5 SE) THIS LEASE AGREEMENT between TI -IE CITY OF SEATTLE, SEATTLE PUBLIC UTILITIES, a municipal corporation, referred to in this Agreement as "Seattle" and THE CITY OF RENTON, a municipal corporation, referred to in this Agreement as "Renton" (hereinafter collectively be referred to as the "Parties.") WITNESSETH: l . Premises_ Seattle hereby leases to Renton, and Renton hereby leases from Seattle, the real property, herein called "Leased Land" of 36,609 square feet, situated in the City of Renton, King County, State of Washington, described as follows: Parking Purposes: Parcel A: That portion of the City of Seattle, Cedar River Pipeline Right of Way located in Section 18, Township 23 North, Range 5 East, W.M, King County, Washington situated in Blocks 1 and 6 of the Plat of Smithers Sixth Addition to Renton, Volume 26 of Plats, page 47, records of King County, WA., and Block I of the Plat of Motor Line Addition to Renton, Volume 9 of Plats, page 50, records of King County, WA., lying north of South Third Street between the east margin of Moms Avenue South and west margin of Logan Avenue South, in Renton, Washington, and; Park Purposes: Parcel B: That portion of the City of Seattle, Cedar River Pipeline Right of Way located in Section 18, Township 23 North, Range 5 East, W.M, King County, Washington situated in Block 2 of the Plat of Motor Line Addition to Renton, Volume 9 of Plats, page 50, records of King County, WA, lying north of South Third Street and between the east margin of Logan Avenue South and the west margin of Burnett Ave_ South, in Renton, Washington, being approximately _ 2_ Renton's Use of the Leased Land. Renton's use of Parcel A shall be used for public vehicle parking, access to the abutting north site and pedestrian crossing, and Parcel B shall be for park grounds_ These parcels shall be used for these purposes only. All parking, access to the abutting north site and park designs shall be approved in writing by Seattle prior to construction of said parking said access and park areas, as more clearly defined in Section 7. A copy of detailed as -built plans shall be provided to Seattle within 60 calendar days after construction is complete including any reconstruction plans. I . Term. The term of this Agreement shall be For forty (40) years, commencing on November 1, 1998 and end in December 31, 2038, unless canceled earlier under conditions set forth in this Agreement. 3.I Effective Date November 1, 1998 shall constitute and be referred hereafter as the "Effective Date" of this Lease, or if later, at such time as Seattle City Council and the Seattle Mayor approve said lease. Renton shall obtain full possession of the Leased Land on said Effective Date_ 4. Rent. As consideration for the rights and privileges of this Lease Agreement, Seattle agrees to the abeyance of rent during the term of this Lease in exchange of a forty (40) year agreement, from Renton to Seattle, for the operation, maintenance, repair and reconstruction of Seattle's Cedar River Pipelines Nos_ 1, 2 and 3 lying within and Under the streets described below: (a)_ Cedar River Pipeline No. 1 (66 inch diameter) and No. 2 (51-112 inch diameter) across Houser Way South and in South 3`d Street from Houser Way South to the west margin of Burnett Avenue South. (b) Cedar River Pipeline No 3 (66 inch diameter) in Mill Avenue South beginning at the southerly margin of the railroad within Houser Way South and extending northerly to South 2"d Street, thence westerly in South 2"d Street to a point 100 feet wet of the west margin of Logan Avenue South and the beginning of Seattle's fee -owned right-of-way. (c) That portion of Logan Avenue South, northerly of the Cedar River Pipelines to the City of Renton Linear Park. This portion is included herein under the condition, and in the event, that Boeing transfers the water main in this right-of-way to the City of Seattle. 4.1 Renton may not sublet the property nor charge or collect money or fees for use of the property by others, except to cover costs for public events. 4.2 if at any time during the 40 year rental period Seattle sells, transfers or in anyway disposes of its ownership of said pipelines, Seattle may either revoke this lease or charge the then current fair market rental value_ 5_ Payment of Taxes, Utilities and Other Charges. 5.1 Utilities and Charges. Renton hereby covenants and agrees to pay, before delinquency, all charges for electricity, water, sewer, garbage removal, and all other public service or utility charges of every kind and type, charged, or imposed upon or against the Leased Land which are attributable to Renton's use_ Renlea 2 10/30/98 6. Use of Leased Land. 6.1. Renton agrees to fully comply with all applicable requirements of State and Federal laws having jurisdiction over the Leased Land in connection with the use of the Leased Land. 6.2 Pollutants and Hazardous Substances. During the term of this Permit Agreement, Renton agrees to keep the Leased Land in compliance with any and all Environmental Laws and not cause or permit the Leased Land to become contaminated with any Hazardous Substances or Pollutants in violation of Environmental Laws. Upon notice or discovery of any release of any Hazardous Substance caused by Renton or expressly authorized by Renton to occur upon the Leased Land, Renton shall, at its own cost, immediately take all necessary steps to report, respond to, and clean up the same and restore the Leased Land to its preexisting condition in accordance with applicable Environmental Laws and Requirements and shall report any such release, to Seattle within 24 hours of discovery. 7. Improvements. 7.1 Renton may repair and/or improve the vehicle parking area and install grass, small shrubs and other enhancements in the park area of said Leased Land, provided that plans for such improvements be approved by Seattle in writing prior to construction of any enhancements, improvements, installations or alterations. Seattle shall respond in writing to Renton within forty-five (45) days from Renton's submittal of plans to Seattle. Seattle's approval of said plans shall not be implied or held to constitute approval or compliance with environmental, safety and other applicable regulatory requirements. All work performed by Renton shall be performed in accordance with all applicable State and Federal regulations and requirements. For the protection of the pipelines Renton shall notify Seattle at 425-255-2242, two days before anX work is -performed on said Leased Land. 7.2 No buildings, structures or rockeries of any type shall be placed upon the Leased Land unless specifically approved in writing by Seattle 7.3 Vehicular equipment/machinery, wheeled or tracked, exceeding a gross weight of 32,000 pounds per axle (HS 2044) will be prohibited within said easement area. S. Acceptance and Care of Premises. Renton covenants and agrees that the Leased Land shall be occupied and used in an orderly, fit, and sanitary condition and that the Leased Land shall be left in the same or better condition at the expiration or earlier termination of this Lease as existed on the Effective Date. Renlea 10/30/98 9. Surrender of Premises. 9.1 Renton agrees that at the expiration or earlier termination of this Lease, it will desist use of the Leased Land, including access to the abutting north property, and shall quit and surrender the Leased Land and deliver the Leased Land to Seattle. Renton will also remove, at its cost and expense, any or all improvements placed on the Leased Land by Renton if requested by Seattle. 9.2 At the conclusion of this Lease, Seattle shall, at its option, conduct a final site assessment to verify that the Leased Land's original environmental condition has been maintained during the Lease term. Renton shall fully remediate and restore any environmental damage to the Leased Land caused by Renton during the terra of this Lease, 10_ No Liens or Encumbrances. Renton agrees not to permit any lien or encumbrance from any source or for any purpose whatsoever to be placed against Seattle's interest in said Leased Land. 11. Hold Harmless, Release and Liabilitv Insurance. 11.1 Renton's Indemnification. Renton, its successors, assigns, and guarantors agree to indemnify, defend, and hold harmless Seattle, its officers, and employees froth and against any and all claims, demands, damages, losses, liens, penalties, fines, expenses of every kind and nature, including attorney's fees, and liability for the following: 11.1.1 Any claims or liability arising from accident or injury or damage to property on or about the Leased Land caused by Renton's use of said Leased Land, or by its agents, tenants, licensees, invitees, employees, or other occupants of the Leased Land. 11.1.2 As between the parties and for the purposes of the foregoing obligations Renton waives any immunity, defense or other protection that may be afforded by any workers compensation, industrial insurance or similar laws (including buy not limited to, the Washington Industrial Insurance Act, Title 51 of the Revised Code of Washington). 11.1.3 Any activities or use of the Leased Land by Renton which cause or knowingly permit the release or the threatened release of any Hazardous Substance on the Leased Land. 11.1.4 This indemnification shall survive the termination of this Lease. This indemnification shall not apply to Hazardous Substances generated, discharged, or deposited on the Leased Land prior to the Effective Date of this Lease. Additionally, this indemnification shall not apply to Hazardous Substances generated, discharged or deposited on the Leased Land Renlea 4 10/34/98 after the Effective Date which arise from Seattle's activities on the Leased Land, and shall not apply to Hazardous Substances which migrate onto the Leased Land from offsite. Seattle, at its sole expense may employ additional counsel of its choice to associate with counsel defending against any such claims, lawsuits, or administrative proceedings. 11.2 Renton's Insurance. Renton will provide and keep in full force and effect during the term of this Lease, public liability insurance with limits of not less than Five Million Dollars ($5,000,000) covering injuries to persons, including death, and loss of or damage to real and personal property. Such insurance may be provided under Renton's blanket comprehensive liability insurance policy. During the term of this Lease, Seattle shall be named as an additional insured under such insurance to the extent of Renton's undertaking set forth in Section 11.1. entitled "Renton's Indemnification." including any claims of accident, injury, or damage arising from Renton's use of the Leased Land. A certificate evidencing such insurance coverage shall be delivered to Seattle not less than fifteen (15) days prior to the commencement of the Term hereof. Such certificate of insurance will provide for fifteen (15) days advance notice in the event of cancellation. 11.2.1 If Renton is self-insured Renton will provide Seattle with written evidence to that effect_ Renton must require any contractor and/or subcontractor working or using this site on behalf of Renton, to maintain insurance coverage in accordance with Section 11.2. 12. Repair, Removal, Relocation_ 12.1 Renton acknowledges that the explicit purpose of this property is for the operation, maintenance, repair, construction and reconstruction of water pipelines; all other uses are subordinate to this use_ Seattle shall not be responsible for Renton's facilities when Seattle finds it necessary to repair, construct or reconstruct the pipelines, or in any way disrupt the right-of-way for the operation and maintenance of said pipelines, however, in case of excavation by Seattle, Seattle shall replace fill to grade. During such occurrences, Renton shall, at no expense to Seattle, replace, adjust, remove, relocate or reconstruct its facilities, including all landscaping, appurtenant facilities and service lines, within the Seattle right-of-way. Except in emergencies, Seattle will give Renton written notice of such requirement as soon as practicable. In emergency situations, Seattle shall have the right to tow vehicles off the right-of-way and to post signs or have Renton post signs accordingly. 12.2 As regards to Paragraph 12- 1, Seattle will not be responsible or liable for the access to the site for any reason whatsoever_ 13. Taking- In the event of an eminent domain taking, the Parties agree that Seattle shall be entitled to all condemnation awards granted for the taking of the land and improvements, except any sums awarded as compensation for the improvements placed on the Leased Land by Renton. Renlea 10/30/98 14. Right of Termination. 14.1 1n addition to the specific rights of Seattle or Renton to terminate this Lease as more particularly set forth in this Lease, at any time during the term of this Lease, Renton shall have a general right to terminate this Lease in the event that it determines, at its sole discretion, the Leased Land has become unsuitable for the uses designated in Section 2 above. In such event, Renton shall provide Seattle no less than sixty (60) days written notice prior to the proposed termination date, unless otherwise specified in this Lease, and surrender the property in accordance with Section 9 of this Lease. The indemnification, duties to comply with law and duties to restore property, provided under this Lease, shall survive termination. 14.2 In addition to the specific rights of Renton to terminate this Lease, at any time during the term of this Lease, Seattle shall have a right to terminate this Lease in the event it determines, at its sole discretion, Renton's use of the Leased Land does not meet regulatory requirements or standards. 15. Default. If at any time during the term of this Lease Renton shall fail to comply with any of the other terms and conditions of this Lease, Seattle shall give written notice to Renton of such default and request Renton to comply with the terms and provisions of this Lease, as the case may be. If such default is not cured within thirty (30) days of Renton's receipt of Seattle's written notice as to the default, or within such period as Seattle determines is reasonable if Seattle determines that the condition caused by such default is a threat to public health and safety, or the environment, Seattle shall have, in addition to such remedies as may be afforded by the laws of the State of Washington, the power and right to declare this Lease terminated and reenter the Leased Land, but notwithstanding such remedies or termination and reentry by Seattle, Renton covenants and agrees to make good to Seattle any deficiency arising from the reentry, removal of personal property and/or improvements, and restoration of the Leased Land and to pay such deficiency upon demand of Seattle. 16. Seattle Mgy Perform. If Renton fails to do any act or thing required to be done by Renton under this Lease, Seattle shall notify Renton of such failure, and give Renton thirty (30) days to perform such act or thing, except for conditions which pose a threat to public health, safety or the environment. In the event Renton fails to perform within said thirty (30) days, Seattle shall have the right at its sole option, but not the obligation, to do such act or thing on behalf of Renton and upon notification of Seattle's reasonable expenditure in connection therewith, Renton shall immediately repay Seattle the amount thereof plus interest at the prevailing rent, per annum, from the date of Seattle's invoice for said expenditure to the date of Renton's repayment. IT Attorneys' Fees. If any suit or legal action is instituted in connection with any controversy or default arising out of this Lease, the prevailing party shall be entitled to recover costs including such sum as the court may adjudge as reasonable attorney fees and reasonable attorneys' fees on appeal_ Renlea 6 10/30/98 18. Non -Waiver. The failure of either party to insist upon strict performance of any of the terms and provisions of this Lease shall not be construed as a waiver or relinquishment of any such terms or conditions, or of any other term or condition, but the same shall be and remain in full force and effect. 19. Notices. Any notice, consent, request, or other communication provided for in this Lease shall be in writing. Such notice, consent, request, or other communication shall be sent by mail to the Seattle, by mailing the same to Seattle at: Seattle Public Utilities Real Property Services 710 Second Avenue, 9th Floor Seattle, WA 98104 Such notice, consent, request or other communication shall be sent by mail to the Renton, by mailing the same to Renton at, City of Renton Planning/Building/Public Works Department 1055 South Grady Way Renton, WA 98055 Notices sent by mail shall be deemed to have been given when properly mailed, the postmark affixed by United States Post Office shall be conclusive evidence of the date of mailing. The party to receive the notice, consent, request, or other communication may hereafter designate another address to the other party, in which case the notice, consent, request or other communication shall be sent to that other address. Alternatively, such notice, consent, request or other communication may be personally delivered to the party to receive the same_ parties. 20_ Extension. This Lease Agreement may by extended upon mutual agreement of the 21 _ Assignment or Subletting, Renton may not sublet or assign this Lease Agreement_ 22. Jurisdiction. This permit is intended to convey limited rights and interest only_ None of the rights granted to Renton shall affect jurisdiction of Seattle over the Leased Land or the Lessors power to perforin work on said land_ Renton shall in no way interfere with the Lessors present or future use of said Leased Land. 23. Binding Effect. The covenants and agreements of this Lease shall be binding upon and inure to the benefit of Seattle and Renton and their heirs, executors, administrators, and successors. Renlea 7 10/30/98 IN WITNESS WHEREOF, pursuant to the provisions of Ordinance 119202 of the City of Seattle, the parties hereto have executed this Lease thereunto duly authorized the day and year indicated below their signatures_ ACCEPTED BY CITY OF RENTON J sse Tanner ayor, City of Renton Date: _ I RO CITY OF SEATTLE: ATTEST: —+RVV&Q"- Brenda Fritsvol , Deputy City Clerk Renlea 10!30198 Diana Gale Director, Seattle Public Utilities Date: h- 9 " q?,� Agreement for Transfer of Water Service and Provision of Primary Fire Service This AGREEMENT is entered this day of , 1998, between the City of Seattle ("Seattle" through its Seattle Public Utilities [SPU), and the City of Renton ('Renton-) through its Water Department, collectively referred to as the 'parties.' Whereas Seattle currently provides water service for industrial and domestic use and fire protection to certain real property as described on Exhibit A, which is currently owned by the Boeing Company (Boeing). Whereas Renton wishes to assume the obligation for providing such water service and has requested Seattle to provide a primary fire service. Now, therefore, in consideration of the mutual benefits and covenants contained herein, it is agreed as follows: Effective on the next planned meter read date after both parties have signed this agreement, Renton shall assume full responsibility to provide water service to the property identified on Exhibit A. Responsibility for service includes the provision of industrial and domestic water service and joint fire protection (as defined in item #5 below) in accordance with the policies of Renton and State law, and the collection of bills, assessments, and other charges. 2. Seattle will bill Boeing up to the transfer date for services provided to that date. If any of such charges are still outstanding and unpaid 90 days after the date of Seattle's billing, then Renton shall be responsible to collect and promptly remit to Seattle, at its own expense, all amounts due and owing for water services provided to the date of transfer. Renton shall remit to Seattle any funds received for payment of water services until such time that the outstanding Seattle accounts are pair( in full. 3. Seattle and Renton shall work cooperatively to assure that the service transfer is accomplished without inconvenience to the customer. Renton shall be responsible for notifying Boeing no less than 60 days prior to the date of transfer, informing them of Renton's rates and the date such transfer is to be effective. 4. Upon request, Seattle agrees to provide Renton with copies of consumption records, and records relating to the metered services transferred, including to the extent they exist, as-builts, design drawings, and maps. 5. For purposes of fire protection for the area described in the Boeing Renton customer transfer area, SEATTLE will provide fire flows to the transfer area by means of the existing 12 -inch water mains in Logan Avenue, at a maximum rate of flow governed by the physical capacity of the existing mains; and conditioned also on the continued operation of the three transmission pipelines (Cedar River Pipeline Nos. 1,2 and 3) to which the Logan Avenue water mains are connected. 6. Seattle and Renton agree that two of the four water meters, now in place on the mains in Logan Avenue, must be moved, and possibly replaced to provide accurate metering. Renton shall install metering equipment per Section Il. Conditions of Service, Section H. Metering Equipment, of the Water Purveyor Contract between The City of Seattle and The City of Renton for the sale of Wholesale Water By Seattle to Renton. In the interim, the four existing meters will be used as the billing meters by Seattle to Renton. These meters are identified as follows by account numbers: 01748480-005, 01748490-005, 01748500-005, and 01748510-005. The new meter installations will be in locations shown in Exhibit B. Renton will be responsible for the design, purchase of meters, and installation in accordance with Seattle standard specifications. Renton shall submit design documents to Seattle for review and approval. After such new installations are inspected and approved and are operating, Seattle shall assume ownership and responsibility for maintaining such metered services. Seattle shall receive full warranties as if Seattle were the original purchaser, and Renton agrees to allow Seattle to prosecute any cause of action in the name of Renton to the extent necessary to enforce any superior rights of Renton to enforce warranties or remedy any deficiency in the design or the construction. CITY OF SEATTLE Diana Gale, Executi irector Seattle Public Utilities Notary Seal must be within box CITY OF RENTON 4 esse Tanner, Mayor City of Renton Attest: jAmic� — Brenda Fritsvold, Deputy City Clerk INDIVIDUAL FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON) SS COUNTY OF KING 1 I certify that I know or have satisfactory evidence that \Q� G(3A ", signed this instrument and acknowledged it to be histherttheir free and voluntary act for the uses and Durooses mentioned in the instrument. N toPublic in nd for the tate of Washington Notary (Print. r,)Ad , V) - -r - My appointment expir s: -- Dated: LAKE WASHINGTON �._—._ �} Lel�l� I g112th U 1000 2000 B e ! 1 F 1 ! �Tw i i i i' .� ■ ii i ii ■� MINE i_� [[Y ��: ■ NE � - �Ni •.r �7 sir -� �■ a.r i� .Tr ■ +� Ik ■ w �l ��r w wi _ w-_ 112 0 _i BE -� Illlll� w ad Ea 3 No .-irk mill:; �� �� ■�Iri i.r�w i rA �t7 •_ wr MEL ■.!� : ' : : �� '•�•. Ali -�' wmill 0 not N. EXHIBIT A SEATTLE PUBLIC UTILITIES CUSTOMER TRANSFER AREA zz ACCOUNT NUMBER CUSTOMER NAME METER LOCATION 0174 84 80-005 [toeing Commercial Airplane Croup Logan Ave. & AirporL Way 01748490-005 Boeing Commercial Airplane Group Logan Ave. & Airport. Way 01748500-005 Boeing Commercial Airplane Group Logan Ave. N & Approx. N 7th Sl. 01748510-005 Boeing Commercial Airplane Group Logan Ave. N do Approx. N 7Lh SL. �r 0 �lpid'um srt—,—Il FUTURE METER LOCATION SITE (AND POSSIBLE SITE OF CRPL BLOWOFF) S 2nd St. EXHIBIT B SEATTLE PUBLIC UTILITIES FUTURE METER LOCATION SITE 2nd I I S4 .r ORDINANCE. NO. 1544 AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, GRANTING A FRANCHISE TO Th'E CITY OF SEATTLE, A h°UNICIPAL CORPORATION, FOR THE ESTABLISHMENT, MAINTENANCE AND OPERATION OF A WATER SUPPLY LINE ON AND 14EAR 132nd AVENUE S.E. WITHIN THE CITY OF FLNTON, AND FIXING THE TERMS AND CONDITIONS OF SUCH GRANT. BE IT ORDAINED BY THE MAYOR AND THE CITY COUNCIL OF THE CITY OF RENTON: SECTION I: The right, privilege and franchise is hereby granted unto the City of Seattle, a municipal corporation, for a period of fifty (50) years from and after the date of acceptance by the City of Seattle of this ordinance, to construct, install, operate and maintain a water supply line, thirty-six (36) inches in diameter, in, upon, and along 132nd Avenue S. E., within the City of Renton, King County, Washington, The water supply line shall be located 17 feet west of the center line of 132nd Avenue S. M. and shall commence at the south line of S. E. 128th Street and continue northerly along 132nd Avenue - I S. E. to the present city limits, a total distance of 3314 feet, more {I or less. 1 SECTION II: The City of Seattle, as Grantee herein, shall have the right of reasonable ingress and .egress to and from said water supply line for the purpose of repair, replacement and maintenance thereof but such right shall be subject to and consistent with the rights and regulations of the City of Renton and the rights of the public for use of said avenue or street. All necessary work required to be done by Grantee shall be completed with reasonable dispatch and with the least practicable interference with or inconvenience to the EEs rights of the public and individuals. 3 Grantee shall restore all streets, alleys, sidewalks and public grounds, upon completion of any excavation, installation, repair or replacement, to their prior condition of safety, utility and type of construction. In case any obstruction caused by Grantee shall remain longer than five ($) days after notice to remove it, or in case of •Ei i f 0 neglect or failure by said Grantee to protect any dangorou3 places by proper guards, barricades or other precautions, the City may remove or protect them at the expense of said Grantee. Further, the City of Renton reserves the right at all times upon reasonable notice to the grantee, to excavate for, install, construct, maintain and operate, water, sewer and other utility lines and connections thereto, parallel r to, across, or in proximity to the water supply line of Grantee, and the City of Renton may further require such changes or adjustments as may be Jeemed necessary by it frorn time to time. 4 4.!senever it shall became necessary in grading or re -grading, f paving or re -paving, improving or re -improving any highway, street, f avenue or alley in said City of Renton, or in the building of any side- f walks or any improvements thereon, to remove any appurtenances or i .I . appliances located above, at or in proximity of the surface, except the water supply line, belonging to the Grantee, it shall, upon receiv- f Ing reasonable notice frorn the City of menton, move such appurtenances or appliances at its own cost and expense; and if said Grantea-shall fail, neglect or refuse to remove such appurtenances or appliances; then sane rray be removed by the City of Renton at the expense of said Grantee, 1;1henever it may be necessary in making any of the improve- � ments herein mentioned, or in the construction of any sewer or water - Plain, or in the laying down of any other duly authorized conduit I owned or controlled by the City of Mentor, to remove, re -locate or in ] any manner an change a a y ppurtenances or appliances belonging to said .., srantee, it shall, within a reasonable time after receiving such notice from the City of Renton, remove, re -locate or change said f arpurtenances or appliances, and upon its failure or neglect to do so within a reasonable time, then such appurtenances Qr upplisnces may be removed, re --located ar changed by the City of Renton at the i expense of Grantee, ; The City of Seattle, as Grantee, hereby agrees to comply with all applicable provisions of the Ordinances of the City of Renton as at any time in force, and with the laws and regulations of any i E i E --_"_J competent governmental agency having controlling ,jurisdiction, affecting the preir,ises or the exercise of rights under this ordi- IlAnce. If the Grantee shall at any time fall to promptly perform and comply with any duty ar obligation herein imposed, then the City of Fenton may, at its option, proceed to perform and execute same at the cost and expense of the Grantee and Grantee shall immediately become and remain liable unto the City of Renton for any and all such loss, expense, cost or damage, Section III. Grantee further a rees to providand install g efat time of con- struction, 8 -inch outlets in said water supply line, 80 same will be availablelior future connections to the City of Renton water system and to permit connections thereto; said outlets are to be located at intersections of said water supply line with the following thorough- fares; (a) Maple Valley Highway (also known as Primary State Highway R o, 5); (b) Southeast 128th Street; (c) Sunset Highway g y (also known as Primary State Highway No. 2); and (d) agrees to provide such connec- "ltions at other locations as Grantee and the City of Benton may agree lon froir time to time. Grantee further agrees to provide such tap Connections for service to the City of Renton in the same manner and under the same conditions, as tap connections are provided to other customers supplied with water from said pipeline. Grantee agrees to furnish and sell water through such connections to the City of Rentdn when requested, at no more than the then established and prevailing rates charged to any other municipal users of water from said pipeline Section IV: Grantee further agrees to indemnify and save the City of Renton harmless from and against any and all damages, loss, expense, obligations, claims and demands, for injury to person or property or for any other alleged cause, which may be asserted against the City of Renton or sustained by it in any manner growing out of the construction, installation, repair, maintenance, use or operation of said water supply line; Chat in case any suit shall be instituted against the City of Renton, either independently or _3 jointly with the Grantee, for or upon any such matter Indemnified acr.ainst herein, the Grantee upon notice and request to it by the Ci Ly of I;enton shall defend the City of Renton against any such Ac tl On. Section V: This franchise is granted upon the express condi- tion that Grantee within sixty (60) days after the adoption of this ordinance shall file with the City Clerk of the City of Renton its wr-itLon acceptance thereof. SECTION VI: This franchise is not exclusive and shall not preclude the Cltv of Renton from. granting franchises to other persona, companies or municipal corporations to use the said streets, avenues and other puhlic thoroughfares or any part thereof covered by this f franchise for the sane p.;:rpose as herein authorized or for any other purpose authorized by law. SECTION VII: This ordinance shall be in full force and effect after Its passage, approval and legal publication as provided by law. PASSED BY THE CITY COUNCIL OF THE CITY OF RENTOR this 1st day of R* . 1956. Z. Do thea S.Gossett; 'dattirg City C er } APPROVED BY THE MAYOR OF THE CITY OF RENTON this let day of r 1956. Aproved as to firm: i oa R. 8axte Mayor erar M. S e an, Ass Stant j Clty Attorney i Date of publication as a proposed Ordinance& March 22, 1956. Date of publication as Ordinance NO.1544& MaY 10, 1956. AGREEMENT FOR THE SALE OF WATER IN AN EMERGENCY BY THE CITY OF RENTON TO THE CITY OF SEATTLE This AGREEMENT made and entered into this 30th day of November , 2002, by the CITY OF RENTON, a municipal corporation of the State of Washington, hereinafter called "RENTON" and the CITY OF SEATTLE, a municipal corporation of the State of Washington, acting through Seattle Public Utilities, hereinafter called "SEATTLE". WHEREAS, SEATTLE and RENTON have existing interties between their water systems; WHEREAS, SEATTLE sometimes experiences a Spring water supply shortage due to low snowpack, precipitation and inflows in the Cedar and Tolt River watersheds, or, a hot Summer with high water consumption coupled with a delay in usual Fall rains; WHEREAS, SEATTLE may also experience other types of emergency situations that call for an augmentation of its water supply, such as a transmission pipeline break or an episode of high turbidity in one of its reservoirs; WHEREAS, RENTON, in the spirit of intergovernmental cooperation during such water supply emergencies, is willing to sell an increment of water to SEATTLE when available during non -peak periods; WHEREAS, SEATTLE is willing to sell water to RENTON to allow RENTON's ground water aquifer to recharge, when water is available following a water shortage emergency; and, WHEREAS, the parties desire to enter into an AGREEMENT providing for the sale of water in an emergency from RENTON to SEATTLE, and for the subsequent sale of an equivalent amount of water from SEATTLE to RENTON, if necessary, to allow recharge of RENTON's Aquifer. NOW THEREFORE, IT IS AGREED AS FOLLOWS: 1) Term of AGREEMENT. The effective date of this AGREEMENT shall be 2002. The AGREEMENT shall be in effect until December 31, 2011, unless terminated by either party in accordance with Section 17 of this AGREEMENT. The rates and quantities of water sold are set forth in Sections (2), (8), and (11). 2) Sale Price of Renton Water. SEATTLE shall pay to RENTON for all water delivered $1.30 per 100 cubic feet, which is a special wholesale rate for 2002; and revised each year during the term of the agreement. The rates charged by RENTON are based on RENTON's analysis of cost of providing non -peaking service to Seattle under the conditions stated herein. This rate was calculated using the American Water Works Association (AWWA) "Base Extra Capacity" method of rate analysis. The rate charged to SEATTLE shall be adjusted each year using the AWWA "Base Extra Capacity" method and RENTON's retail water rate for each year. Agreement for the Sale of Water in an Emergency by the City of Renton to the City of Seattle Page 2 of 5 3) Location of Interties: This Agreement is limited to the two (2) intertie locations described as follows: Tiffany Park Pump Station Interties located at the intersection of Kirkland Avenue SE and the Cedar River Pipeline right-of-way (Section 21 Township 23 Range 5); and Union Avenue Intertie, located at the intersection of Union Avenue SE and SE 2nd Street (Section 16 Township 23 Range 5). The physical arrangement of the interties is shown in Exhibits 1 and 2. 4) Metering. SEATTLE shall provide, and RENTON shall own and maintain, an appropriate metering device to measure the water flowing from RENTON's system into SEATTLE's system at the point of service connection. Additional metering equipment approved by RENTON to transmit signals to RENTON's recording equipment located elsewhere shall be provided as determined by RENTON, all at SEATTLE's expense. 5) Meter Charge. A monthly meter charge shall be paid by SEATTLE in accordance with the meter charges as stated in RENTON's City Code at the time the meter is in service. 6) Priority and Continuity of Service. The determination of whether water is available for SEATTLE shall be at the sole discretion of RENTON. In the event of a condition requiring restrictions on the delivery of water, RENTON shall have the right to restrict or interrupt service to SEATTLE. RENTON may voluntarily interrupt or reduce deliveries of water to SEATTLE if RENTON determines that such interruption or reduction is necessary or reasonable. Except in cases of emergency and in order that SEATTLE's operations will not be unreasonably interfered with, RENTON shall give SEATTLE reasonable notice of any such interruption or reduction, the reason therefor, and the probable duration thereof. SEATTLE shall discontinue or reduce service from RENTON upon reasonable notice to RENTON. Service shall be reactivated or increased again subject to the aforementioned conditions. 7) Water Quality. The quality of water delivered under this AGREEMENT shall comply with all applicable provisions of State and Federal law and rules and regulations of the appropriate State agency governing water quality. In addition to the above requirements, RENTON agrees to deliver water which shall be of no less quality than is delivered to its customers throughout the RENTON service area. Prior to any delivery of water, information on current water quality will be provided to the receiving party so that blending, compatibility and other water quality issues can be evaluated and addressed. (8) Quantity of Water. Depending upon water availability in the RENTON system, RENTON shall make available for purchase by SEATTLE up to the approximate amount of two million (2,000,004) gallons per day from the existing emergency intertie located at the Tiffany Park Pump Station. The rate of delivery of water from Tiffany Park Pump Station system to SEATTLE's system shall vary between zero and approximately 1,400 gallons per minute. Also in the fall and winter RENTON may make available an additional amount up to approximately three and one-half million (3,500,000) gallons per day from the intertie at Union Avenue SE and SE 2nd Street. The rate of delivery of water from this intertie shall vary between zero and approximately 2,400 gallons per minute. Agreement for the Sale of Water in an Emergency by the City of Renton to the City of Seattle Page 3 of 5 9) Miscellaneous Control Devices. RENTON reserves the right to require SEATTLE to install, as a condition of water service, pressure reducing valves, backflow preventative devices, pressure relief valves, back -pressure sustaining valves, pipeline flow limiting devices or similar devices at locations where RENTON determines a need to protect its facilities. 10) Coordination and Proiect Management. A) Operations: For the purpose of operating the interties between RENTON and SEATTLE, coordination shall occur between representatives of the systems, who are: Ms. Lys Hornsby, City of Renton and Mr. George Schneider, City of Seattle (or their designated representatives or replacements). The coordination shall consist of exchanging operational information such as the interties used, the respective flow rates, back -pressure sustaining valve setpoints, system pressure effects, water quality characteristics, and other operational information as necessary to accomplish the purposes of this AGREEMENT while maintaining safe operation of both systems. B. Engineering_ For the purposes of coordinating engineering issues regarding the RENTON and SEATTLE interties, the following personnel shall be the designated representatives: Ms. Lys Hornsby, City of Renton and Mr. George Schneider, City of Seattle (or their designated representatives or replacements) The engineering issues addressed shall include operational criteria as well as hydraulic behavior, water quality considerations, and other appropriate engineering issues. C. Administration: For the purposes of AGREEMENT administration and AGREEMENT modifications or interpretations, the following personnel shall be the designated representatives: Ms. Lys Hornsby, City of Renton and Mr. George Schneider, City of Seattle (or their designated representatives or replacements) Agreement for the Sale of Water in an Emergency by the City of Renton to the City of Seattle Page 4 of 5 11) RENTON's A uifer Recharge. It is recognized that runoff into SEATTLE's surface water storage facilities generally exceeds the storage capacity during the winter and spring months. It may be necessary, due to RENTON supplying water to SEATTLE, to allow RENTON's aquifer to recharge during the winter and spring months. Following a water shortage emergency and recovery of SEATTLE's water system impoundments on the Cedar and Tolt Rivers, SEATTLE will sell water to Renton. The water sale will be based on availability at the intertie locations between SEATTLE and RENTON's systems and at such flow rate as is available from the intertie location during the following winter or spring. The quantity of SEATTLE's water, made available for allowing RENTON's Aquifer to recharge, shall not exceed the quantity of water that was supplied by RENTON to SEATTLE during the water shortage emergency. SEATTLE will sell the water to RENTON at $0.77 per 100 cubic -feet which is SEATTLE's non -peak, old water rate charged by SEATTLE to its purveyors in 2002. This rate shall be revised each year during the term of the agreement. This flow rate, quantity and price is an integral part of this AGREEMENT and should not be considered as a precedent in possible future water sales to RENTON or to other existing or future wholesale customers. The determination of whether water is available for RENTON, to allow RENTON's Aquifer to recharge, shall be at the sole discretion of SEATTLE. SEATTLE may voluntarily interrupt or reduce delivery of said water, providing that such interruption or reduction is necessary or reasonable. Except in cases of emergency, and in order that Renton's operations will not be unreasonably interfered with, SEATTLE shall give RENTON reasonable notice of such interruptions or reduction, the reason therefor, and the probable duration thereof. 12) Payment. The party supplying water shall read the meter once each month at approximately thirty (30) day intervals. Payment shall be made by the party receiving water as soon as possible after receipt of statement from the party supplying water, and in any event, not later than the tenth (10) of the second month following the presentation of the bill. In the event a meter shall fail to register or obviously register incorrectly, the amount of water considered delivered through said meter shall be the amount delivered the previous day or the last day that the meter was previously known to be properly functioning and the total amount registered shall be pro -rated based on the number of days multiplied times the reading used. 13) Penalties For Late Payment. The party supplying water may assess a late charge on the party receiving water for failure to comply with the provisions in Section (12). This charge shall be at the rate of twelve percent (12%) per year. In the event that the party receiving water should fail to make any payment for a period of sixty (60) days after the same becomes due, the party supplying water shall have the right to terminate further water service until such delinquency is cured. 14) Procedure for Amending the Contract. Either party can request the other to consider an amendment of the AGREEMENT. Any proposed amendments shall be made in writing. Amendments may be made if they are mutually acceptable to RENTON and SEATTLE and signed by both parties. Agreement for the Sale of Water in an Emergency by the City of Renton to the City of Seattle Page 5 of 5 15) Access to Facilities and Records. Each party shall be entitled to inspect the facilities of the other at any reasonable time. Both parties agree to make mutually available such information or records as are at their disposal and as may be reasonably necessary to properly implement any section of this AGREEMENT. 16) Non -Assignability. Neither this AGREEMENT nor any interest therein shall be transferred or assigned by SEATTLE without prior written consent of RENTON. 17) Termination. This AGREEMENT may be terminated in whole or in part by either party any time after one year from the date of this AGREEMENT, upon ten (14) days written notice sent by certified mail to the other party. IN WITNESS WHEREOF, the parties have hereunto set their hands this day and year above written. CITY OF RENTON 27 Jesse Tanner, Mayor ATTESTIAUTHENTICATED: CITY OF SEATTLE By.- Chuck y:Chuck Clarke, Director of Seattle Public Utilities ATTESTIAUTHENTICATED: Bonnie I. Walton, City Clerk Judith Pippin, City Clerk APPROVED AS TO LEGAL FORM: Larry Warren, City Attorney Emergency water supply pontract.DOC H/F1LESYS(WTR-11-0012 CAG -02-123 Agreement for the Sale of Water in an Emergency by the City of Renton to the City of Seattle Page 5 of 5 15) Access to Facilities and Records. Each party shall be entitled to inspect the facilities of the other at any reasonable time. Both parties agree to make mutually available such information or records as are at their disposal and as may be reasonably necessary to properly implement any section of this AGREEMENT. 16) Non -Assignability. Neither this AGREEMENT nor any interest therein shall be transferred or assigned by SEATTLE without prior written consent of RENTON. 17) Termination. This AGREEMENT may be terminated in whole or in part by either party any time after one year from the date of this AGREEMENT, upon ten (10) days written notice sent by certified mail to the other party. IN WITNESS WHEREOF, the parties have hereunto set their hands this day and year above written. CITY OF NTON By: Jes Tanner, Mayor CITY OF SEATTLE " 7 By: [� c ( C) Chuck Clarke, Director of Seattle Public Utilities ATTESTIAUTHENTICATED: ATTEST/AUTHENTICATED: Ike Michele Neumann, Deputy City Clerk bo ith Pippin, City Clerk X D AS TO LEGAL FORM: en, Cit ttorney Emergency_water_supply _contract.QOC HIFILES YSM-FR-11-0012 m 0 a W4 /+n�I U! ! RELINED�z-y C R P L `I 6G STL. K04-307 i C R P L' 2 5 /A' ,STL . e n h / IW t SCALE 1" -20' RENTONISEATTLE INTERTIE NO A -r1--Y T7 Yl YT I f TIFFANY PARK PUMP STATION (CITY OF RENTON) , E " . VALVE VAULT METER VAULT Ma. :tk.v RELINED�z-y C R P L `I 6G STL. K04-307 i C R P L' 2 5 /A' ,STL . e n h / IW t SCALE 1" -20' RENTONISEATTLE INTERTIE NO A -r1--Y T7 Yl YT I GD v4 VICINITY MAP UDCr OF PAVEMENT LNTCH MONMENT NW CORNER OF SW Yk T23K FLC SICROK 15 UNION AVE SE N 0-57'0' E NOV" NEW umh,%E CORA wpi womo 11MRI1Q SEE ocilyt- Sig." 2. EWN0 4- STJ CAS MAIN Ll.G ' Lq%J MkN Fn CGHMACTOR TO PqOMCE rLJ?CfWy MLW RES'.RXKT CN VMXT OLr-NG PROPOSED PTING 'RE S�Ul Z. EOCE ci PAI-tuENT -0- NM--N-Mw PROPOSED METER VAM SEE SAET 2, NEW a- cup DRAe4 pqE NEW 12' GATE VA.LNV (ft , UA PLUG Aw CON01-17 3LOoemc. [9GE OF PAVEMENT SITE PLAN CITY OF RENTON UNION AVE SE & SE 2ND PLACE SEATTLE-RENTON INTERTIF SITE PLAN CAG -99-014 CITY OF RENTON & CEDAR RIVER WATER AND SEWER DISTRICT FOR THE ESTABLISHMENT OF SERVICE BOUNDARIES THIS AGREEMENT is entered into this $th day of February , 19 99, by and between CEDAR RIVER WATER AND SEWER DISTRICT, a Washington municipal corporation, hereinafter referred to as "CRWSD", and the CITY OF RENTON, a Washington municipal corporation, hereinafter referred to as "RENTON". WITNESSETH: WHEREAS, CRWSD is qualified to provide water and sewer service within its prescribed area, and WHEREAS, RENTON is qualified to provide public services, including water and sewer service, within its prescribed areas; and WHERE, it is in the public interest for the parties herein to enter into an agreement to provide for the efficient planning and development of new water and sewer services in areas which may be served by either, or both, of the parties herein; now, therefore, IT IS HEREBY AGREED by and between the parties hereto as follows: 1. _Water Service Area Boundary Between RENTON and CRWSD. The attached Figure "A" illustrates the line separating the RENTON water service area from CRWSD water service area. RENTON shall provide service for the area generally North and West of the line illustrated. CRWSD shall provide service for the area generally South and East of the fine illustrated. Any new construction, upgrading, or replacements within the RENTON City Limits by CRWSD for water service shall be in compliance with RENTON design and construction standards then in effect or CRWSD design and construction standards, whichever are the higher design and construction standards including: materials, techniques, and fire flow. 2. Sewer Service Area Boundary Between RENTON and CRWSD. The attached Figure "B" illustrates the line separating the RENTON sewer service area from CRWSD sewer service area. RENTON shall provide service for the area generally North and West of the line illustrated. CRWSD shall provide service for the area generally South and East of the line illustrated. Any new construction, upgrading, or replacements within the RENTON City Limits by CRWSD for sewer service shall be in compliance with RENTON design and constructions standards then in effect, or CRWSD design and construction standards, whichever are the higher design and construction standards including: materials and techniques. 3. Maintenance of Existing Facilities: CRWSD and RENTON will each maintain their own facilities, according to industry standards_ 4. DISTRICT Comprehensive Water and Sewer Planning. CRWSD will submit, to RENTON, all future Comprehensive Water and Sewerage Plans and amendments thereto involving area and/or improvements within RENTON City Limits. Said submission of the CRWSD Plan(s) is to assure consistency with adopted city plans, policies, and land use controls, assist in the review of new development proposals and right-of-way construction permits, and to fulfill the responsibilities set forth in RCW 57 and King County Title 13. As new facilities are planned, constructed, maintained, and/or replaced within RENTON, they shall comply with RENTON design and construction standards then in effect, or CRWSD design and construction standards, whichever are the higher design and construction standards. 5. Extension of Utilities Across Properties_ RENTON and CRWSD agree that they will require property owners who must extend facilities to service their property in a comprehensive fashion up to and including extending said facilities to the far side of the property, when appropriate, to provide a connection point for the future (or existing) facilities of the next property. 6. Franchise Agreement_ Upon RENTON annexing property within the CRWSD service area, RENTON shall grant CRWSD, for the purposes of continuing use of rights-of-way, a temporary franchise for utility facilities within the annexed territory. This franchise shall have the same provisions as stated in the franchise between King County and CRWSD and have a term not to exceed 3 (three) years. RENTON and CRWSD will immediately begin negotiations for a new franchise for the purposes of rights-of-way use for CRWSD service area within RENTON_ The new franchise shall be negotiated within three years. Upon any subsequent annexations by RENTON within the CRWSD service area, RENTON shall amend the franchise to include the annexed area, in order to maintain one franchise agreement. The franchise shall maintain the remaining balance of the term of the franchise. The franchise should include any updated provisions as approved by RENTON and agreed to by CRWSD. Any franchise agreement issued hereunder shall be consistent with the respective comprehensive plans of the parties and State law. 7. Governmental Approvals. The parties will give notice of the adoption of this Agreement to Metropolitan King County, to the Department of Ecology, to the Department of Health, and to any other agency with jurisdiction, and shall cooperate and assist in any reasonable manner in procuring any necessary approvals hereof by those agencies, 8. Sanctity of Agreement. This Agreement constitutes the entire agreement of the parties, concerning the subject matter herein, and there are no representations or oral agreements other than those listed herein, which vary the terms of this Agreement. Future agreements may occur between the parties to identify, agree upon, or transfer service areas and/or facilities. This Agreement shall have a term of 25 (twenty-five) years. 9. Obligations Intact. Nothing herein shall be construed to alter the rights, responsibilities, liabilities, or obligations of either CRWSD or RENTON regarding provisions of water or sewer services to the properties described herein, or other properties, except as specifically set forth herein. DATED this 8th day of February , 1999 . Authorized by Resolution No.9?311 of the City Council of the City of Renton, Washington, at its regular meeting held on $th day of February , 199 9. OF RENTON sse Tanner, Mayor Dat TTEST: Marilyn J. et rs n, City Clerk Dat APPROVE TO B7� M: — Lawrence J_ Warren, City Attorney Approved by Resolution No. 3740 1 of the Board of Commissioners of CEDAR RIVER WATER AND SEWER DISTRICT of King County, Washington, adopted at its regular meeting held on 19th day of January , 1999 . CEDAR RIVER WATER AND SEWER DISTRICT By: Title: z w z :2 Lu R OW U �r o W I L 2 C CX Q S - v a a- ti U. D t- w D } p f�� Ir C) W 0 w ? UU, W o q rte- z [J }� Q U?t F. z cc:V L w w-.) h _1_ a S n Z w U = v 00 o C7 a ? Ly L L 6 LJ 1 / o- w UM � p 2 LU ow u p Ia / n C� L¢ 9/ E\ 0 E \E m R z .w,twa ,__ p / \ ® � \ C) E { 6 @ ) S } 2 § § G D z § m 9to °\ 3 cr 2 Ln 3 } § \ e ) o L ■ e � ■ 2 LLJ ■ � p 2 LU ow u p Ia / n C� L¢ 9/ E\ 0 E \E m R z .w,twa ,__ f:A(;-97- i U0 AGREEMENT FOR ESTABLISHING WATER UTILITY SERVICE AREA BOUNDARIES AS IDENTIFIED BY THE EAST KING COUNTY IL COORDINATED WA'T'ER SYSTEM FLAN PREAMBLE The Agreement for the water utility service area boundary identifies the external boundary of the service area for which the designated water purveyor has assumed direct retail water service responsibility. The responsibilities accepted by the water purveyor are outlined in the East King County Coordinated Water System Plan (CWSP), and as defined by the adopted rules and regulations of the Department of Health (DOH). This agreement does not give new authorities or responsibilities to the water purveyor or to the County or State regulatory agencies, but rather acknowledges the geographical area for these designated service responsibilities. The terms used within this Agreement shall be as defined in the implementing regulations of Chapter 70.116 RCW, except as identified below. I. East King County Critical Water Supply Service Area Map shall mean the map referenced in the Agreement as Attachment A for the retail service area, except as amended in accordance with the CWSP procedures and with the concurrence of the affected water purveyors. 2. Retail Service Area shall mean the designated geographical area in which a purveyor shall supply water either by direct connection, by a satellite system, or through interim service by an adjacent utility or Satellite System Management Agency under agreement with the designated utility. 3. Wholesale Service Area shall mean the designated geographical area in which a purveyor, a group of purveyors, or another organization provides water to other water purveyors on a wholesale basis. A wholesale water supplier shall not provide water to individual customers in another purveyor's retail service area except with the concurrence of the purveyor responsible for the geographical area in question. 4. Lead Agency for administering the Agreement for Establishing Water Utility Service Area Boundaries shall be King County, unless otherwise established by amendment to the CWSP. The authority for this Agreement is granted by the Public Water System Coordination Act of 1977, Chapter 70.116 RCW. WHEREAS, Such an Agreement is required in WAC 248--56--730, Service Area Agreements-Requirement of the Public Water System Coordination Act; and WHEREAS, Designation of retail water service areas, together with the cooperation of utilities, will help assure that time, effort, and money are best used by avoiding unnecessary duplication of service; and WHEREAS, Definite future service areas will facilitate efficient planning for, and provision of, water system improvements within East King County as growth occurs; and WHEREAS, Definite retail and wholesale service areas will help assure that water reserved for public water supply purposes within East King County will be utilized in the future in an efficiently planned manner, NOW, THEREFORE, the undersigned party, having entered into this Agreement by signature of its authorized representative, concurs with and will abide by the following provisions: Section 1. Service Area Boundaries. The undersigned party acknowledges that the East King County Critical Water Supply Service Area Map, included as Attachment A to this Agreement and as may be subsequently updated, identifies the utility's future water service area. The undersigned further acknowledges that there are no service area conflicts with adjacent water utilities, or, where such conflicts exist, agrees that no new water service will be extended within disputed areas until such conflicts are resolved. Section 2. Common Service Area Transfer. It is understood that utilities may initially continue existing water service within the boundaries of neighboring utilities, as defined in Section 1 hereof.. Such common service areas, if they exist, are described in Attachment B to this agreement. Also included in Attachment B are copies of, or a list of, all resolutions, ordinances, or agreements enabling these uncontested overlays. The undersigned party agrees that any water line for retail service extending outside of the retail service area boundary, as set for in Section 1, shall be phased out and service transferred to the designated adjacent utility on an economic basis or by mutual agreement. Economic basis considerations may include, but are now limited to: (a) A determination by the present owner of service lines that maintenance, repair, and/or replacement costs exceed attributable income. (b) Planned or imminent major street improvements or major improvements to either or both water systems which include an opportunity to transfer service. The terms of ` the transfer of service ares described in this Section shall be established in a separate agreement among the adjacent utilities whose boundaries are affected. Section 3. Boundary Streets. Unless separate agreements exist with adjacent utilities concerning water services or other utility services, this party agrees that the water utility which is located to the north and/or east of boundary streets between this party and adjacent utilities will be entitled to provide future water service on both sides of those streets. Depth of service on boundary streets shall be limited to one platted lot or as otherwise agreed by the utilities. Existing services on boundary streets shall remain as connected unless transfer of service is agreed to by both parties, as per Section 2. These provisions do not disallow the placement of mains in the same street by adjacent utilities where geographic or economic constraints require such placement for the hydraulic benefit of both utilities. Section 4. Boundary Adjustments. If, at some time in the future it is appropriate for the undersigned party to make service area boundary adjustments, such modifications must receive written concurrence (which shall not be unreasonably withheld) of all utilities that would be directly affected by such a boundary adjustment and the proper legislative authority(ies). This provision does not apply where boundary adjustments are made as a result of municipal annexations or .incorporations, nor is it intended to modify the provisions of state law. These written modifications must be noted and filed with the designated King County lead agency and DOH. It is understood by the undersigned party that if, as provided by RCW 70.116.040, it is unable to provide service within --zts-ciesi C rv�ce area boundary it may decline to do 17r'tha-t 'case, an applicant may be referred to other adjacent utilities, to a pre -qualified Satellite System Management Agency (SSMA), or a new utility may be created and the original service area boundary will be adjusted accordingly. Section 5. Service Extension Policies. The undersigned party agrees that in order to expand its water service area, other than by addition of retail customers to existing water mains, or to serve in the capacity of a pre- qualified SSMA, it shall have adopted design standards and Utility Service extension policies. The design standards shall meet or exceed the East King County Minimum Design Standards. Municipalities further agree that if they identify a service area outside of their existing municipal ` corporate boundaries, the municipality will assume full responsibility for providing water service equivalent to (excluding rates and charges) the level of service provided for their inside -city customers. This will be in conformance with applicable land use policies. The agreement by reference includes the following attachments: Attachment A - East King County Critical Water Supply Service Area Map. (see Section 1) Attachment D - Common Service Area Agreement - Option - Utility may attach copies or list such agreements if relevent (see Section 2) IN WITNESS WHEREOF, the undersigned party has executed this Agreement as of City of Renton water Utility RepreseWtative Jesse Tanner Mayor Title Receipt Acknowledged: King County Department ate City Clerk CAG -075-89 AGREEMENT FOR ESTABLISHING WATER UTILITY SERVICE AREA BOUNDARIES AS IDENTIFIED BY THE EAST KING COUNTY COORDINATED WATER. SYSTEM PLAN PREAMBLE The Agreement for the water utility service area boundary identifies the external boundary of the service area for which the designated water purveyor has assumed direct retail water service responsibility. The responsibilities accepted by the water purveyor are outlined in the East King County Coordinated Water System Plan (CWSP), and as defined by the adopted rules and regulations of the Department of Social and Health Services (DSHS). This agreement does not give new authorities or responsibilities to the water purveyor or to the County or State regulatory agencies, but rather acknowledges the geographical area for these designated service responsibilities. The terms used within. this Agreement shall be as defined in the implementing regula- tions of Chapter 70.116 RCW, except as identified below. East King County Critical Water Supply Service Area Map shall mean the map referenced in the Agreement as Attachment A for the retail service area, except as amended in accordance with the CWSP procedures and with the concurrence of the affected water purveyors. 2. Retail Service Area shall mean the designated geographical area in which a purveyor shall supply water either by direct connection, by a satellite system, or through interim service by an adjacent utility or Satellite System Management Agency under agreement with the designated utility. 3. Wholesale Service Area shall mean the designated geographical area in which a purveyor, a group of purveyors, or another organization provides water to other water purveyors on a wholesale basis. A wholesale water supplier shall not provide water to individual customers in another purveyor's retail service area except with the concurrence of the purveyor responsible for the geographical area in question. 4. Lead Agency for administering the Agreement For Establishing Water Utility Service Area Boundaries shall be the King County Parks, Planning, and Resources Department, Building and Land Development Division, unless otherwise established by amendment to the CWSP. The authority for this Agreement is granted by the Public Water System Coordination Act of 1977, Chapter 70.116 RCW. -I- WHEREAS, Such an Agreement is required in WAC 2.48-56-730, Service Area Agreements -Requirement, of the Public Water System Coordination Act; and WHEREAS, Designation of retail water service areas, together with the cooper- ation of utilities, will help assure that time, effort, arid money are best used by avoiding unnecessary duplication of service; and WHEREAS, Definite future service areas will facilitate efficient planning for, and provision of, water system improvements within East king County as growth occurs; and W11EREAS, Definite retail and wholesale service areas will help assure that water reserved for public water supply purposes within East King County will b(,- utilized eutilized in the future in an efficiently planned mariner, NOW, THEREFORE, the undersigned party, having entered into this Agreement by signature of its authorized representative, concurs with and will abide by the following provisions: Section 1. Service Area Boundaries. The undersigned party acknowledges that the East King County Critical Water Supply Service Area Map, included as Attachment A to this Agreement and as may be subsequently updated, identifies the utility's future water service area. The undersigned further acknowledges that there are no service area conflicts with adjacent water utilities, or, where such conflicts exist, agrees that no new water service will be extended within disputed areas until such conflicts are resolved. Section 2. Common Service Area Transfer. It is understood that utilities may initially continue existing water service within the boundaries of neighboring utilities, as defined in Section 1 hereof. Such common service areas, if they exist, are described in Attachment B to this agreement. Also included in Attachment B are copies of, or a list of, all resolutions, ordinances, or agreements enabling these uncontested overlays. The undersigned party agrees that any water line for retail service extending outside of the retail service area boundary, as set forth in Section 1, shall be phased out and service transferred to the designated adjacent utility on an economic basis or by mutual agreement. Economic basis considerations may include, but are not limited to: (a) A determination by the present owner of service lines that maintenance, repair, and/or replacement costs exceed attributable income. (b) Planned or imminent major street improvements or major improvements to either or both water systems which include an opportunity to transfer service. -2- The terms of the transfer of service area described in this Section shall be estab- lished in a separate agreement among the adjacent utilities whose boundaries are affected. Section 3. Boundary Streets_ Unless separate agreements exist with adjacent utilities concerning water services or other utility services, this party agrees that the water utility which is located to the north and/or east of boundary streets between this party and adjacent utilities will be entitled to provide future water service on both sides of those streets. Depth of service on boundary streets shall be limited to one platted lot or as otherwise agreed by the utilities. Existing services on boundary streets shall remain as connected unless transfer of service is agreed to by both parties, as per Section 2. These provisions do not disallow the placement of mains in the same street by adjacent utilities where geographic or economic constraints require such placement for the hydraulic benefit of both utilities. Section 4. Boundary Adjustments. If, at some time in the future it is appropriate for the undersigned party to make service area boundary adjustments, such modifi- cations must receive written concurrence (which shall not be unreasonably with- held) of all utilities that would be directly affected by such a boundary adjust- ment and the proper legislative authority(ies). This provision does not apply where boundary adjustments are made as a result of municipal annexations or incorporations, nor is it intended to modify the provisions of state law. These written modifications must be noted and filed with the designated King County lead agency and DSHS. It is understood by the undersigned party that if, as provided by RCW 70.11.6.040, it is unable to provide service within its designated service area boundary it may decline to do so. But, in that case, an applicant may be referred to other adjacent utilities, to a pre -qualified Satellite System. Management Agency (SSMA), or a new utility may be created and the original service area boundary will be adjusted accordingly. Section 5. Service Extension Policies. The undersigned party agrees that in order to expand its water service area, other than by addition of retail customers to existing water mains, or to serve in the capacity of a pre -qualified SSMA, it shall have adopted design standards and Utility Service extension policies. The design standards shall meet or exceed the East King County Minimum Design Standards. Municipalities further agree that if they identify a service area outside of their existing municipal corporate boundaries, the municipality will assume full responsibility for providing water service equivalent to (excluding rates and charges) the level of service provided for their inside -city customers. This will be in conformance with applicable land use policies. This agreement by reference includes the following attachments: all Attachment A - East King County Critical Water Supply Service Area Map. (see Section 1) Attachment B - Common Service Area Agreement - Optional - Utility may attach copies or Iist such agreements if relevant. (see Section 2) IN WITNESS WHEREOF, the undersigned party has executed this Agreement as of CITY OF RENTON 'Mater Utility L Representa ive Mawr Title Receipt Acknowledged: ATTEST: - C�ty Clerk King County Parks, Planning, and Date Resource Department M1 3-a�sr �:. �. -. ...,,.�,r„�,�,n�-n.. .. �, CAC; -076-89 AGREEMENT FOR ESTABLISHING WATER UTILITY SERVICE AREA BOUNDARIES AS IDENTIFIED BY THE SKYWAY COORDINATED WATER SYSTEM PLAN PREAMBLE This agreement for water utility service area boundaries identifies the external boundaries of the service areas for which the designated water purveyors will assume direct water service responsibility. The responsibilities associated with this agreement are essentially identified in the Skyway Coordinated Water System Plan (CWSP), and as defined by the adopted rules and regulations of the Washington State Department of Social and health Services (DSHS). This agreement does not give new authorities or responsibilities to the water purveyors or to the County or State regulatory agencies, but rather acknowledges the geographical area for these designated service responsibilities. The term of this agreement will be 5 years from the approval date of the CWSP, consistent with WAC 248-56-760(1). The terms used within this agreement shall be as defined in the implementing regulations of Chapter 70.116, RCW, except as identified below. I. SKYWAY OVERALL WATER SERVICE AREA MAP shall mean the map referenced in the agreement as Attachment A which represents the overall water service areas for the Skyway Critical Water Supply Service Area including agreed upon changes to existing water service areas, except as may be amended in accordance with the CWSP procedures and with the concurrence of the affected water purveyors. 2. WATER SERVICE AREA shall mean the designated geographical area in which a water utility shall supply water, as identified in Attachment A. 3. TRANSFER AREA shall mean that portion of a water service area presently served by one utility but which under the terms of this agreement shall be transferred to another designated utility within a specified time frame, provided that the specific terms of the transfer are acceptable to the parties to the transfer and that such transfer complies with all statutory requirements relating to the transfer by one municipality to another of a water system and service area. 4. LEAD AGENCY for administering the Skyway critical water supply service area agreements and service area maps shall be the King County Building and Land Development (BALD) Division, Parks, Planning and Resources Department, unless otherwise established by amendment to the CWSP. The authority for this agreement is granted by the Public Water System Coordination Act of 1977, Chapter 70.116, RCS'. 1 WHEREAS, such an agreement is required in accordance with WAC 248-56-730, "Service Area Agreements -Requirements," and WHEREAS, the designation of retail water service areas, together with the cooperation of utilities, will help assure that time, effort and money are best used by avoiding unnecessary duplication of service, and WHEREAS, definite future changes to existing service area boundaries as well as definite future service areas for those areas of Skyway not presently served will facilitate efficient planning for, and provision of, water system improvements to accommodate future development; NOW, THEREFORE, the undersigned utility, having entered into this agreement by signature of its authorized representative, concurs with and will abide by the following provisions: SECTION 1. Service Area Boundaries. The undersigned utility acknowledges that the Skyway Overall Water Service Area Map, included as Attachment A to the agreement, identifies the utility's proposed new water service area. Existing service areas are identified in the CWSP. The undersigned also acknowledges that there are no water service area conflicts with adjacent water utilities, or, where such conflict exists, agrees that no new water service will be extended within the disputed area until such conflict shall be resolved. SECTION 2. Transfer Areas. It is understood that utilities may initially continue providing water service within existing service areas which are within the boundaries of adjacent water service areas, as defined in Section l hereof, and which shall be known'as transfer areas. Such transfer areas, if they exist for the undersigned utilities, are described in Attachment B to this agreement. The undersigned utility agrees that any retail water. service line extending outside of the proposed new service area boundary, as set forth in Section 1, shall be phased out and service transferred to the designated adjacent utility on an economic basis or by mutual agreement within the time frames indicated Attachment B. Economic basis considerations may include, but are not limited to: (a) A determination by the present owner of service lines that maintenance, repair and/or replacement costs exceed attributable income. (b) Planned or imminent major street improvements or major improvements to either or both water systems which include an opportunity to transfer service. SECTION 3. Service Within Transfer Areas. Provisions detailing responsibilities of each utility with regards to interim service, financial arrangements, facility extension, repair or replacement, and customer service issues within any transfer area, and the terms of the transfer of the service area, as specified in Section VII of the Skyway CWSP, shall be established in a separate agreement among adjacent utilities whose boundaries are affected. Financial responsibility for new facilities in transfer areas will be the responsibility of the benefitting property owners. t- ieA SECTION 4. Service Area Boundary Lines. Unless separate agreements exist with adjacent utilities, the undersigned agrees that the centerlines of public streets, roads or highways shall not he used to define any part of a service area boundary. Depth of service on boundary streets shall be limited to one platted lot or as otherwise agreed upon by the utilities. Existing services on boundary streets shall remain as connected unless transfer of service is agreed to by both parties, as per Section 2. Nothing in this agreement shall prohibit the placement of water mains in the same street by adjacent utilities where geographic or economic constraints require such placement for the hydraulic benefit of both utilities. SECTION 5. Boundary Adjustments. If, at some time in the future, it is in the best interest of the undersigned to make adjustments to the service areas agreed to herein, such modifications must be by written concurrence of all involved utilities and the proper legislative authorities. These written modifications must be noted and filed with the designated ming County lead agency and DSHS. This agreement by reference includes the following attachments: ATTACHMENT A Skyway Overall Water Service Area Map. ATTACHMENT B Transfer Area Descriptions. ATTACHMENT C Transfer Area Agreements. (Optional - Utility may attach copies or list such agreements if relevant). IT WITNESSWiEREOF, the undersigned party has executed this agrement as of the ./ 9day of _ 198 . Receipt Acknowledged: CITY OF RENTON Utility Sigftature of Representa Title ATTEST: City Clerk King County; Parks, Planning and Resource Department 3 Date: r, 03 03 0 W W Lu 41 W wx xl r S' W w< ail wa Ip la. UJ O z t _) a Z d� 0 / ` CC L CL W W mL�� a+ u)�� �. •� IF-K tip. .fir. "ter ff In I h al, i' Isd, 1 f 4. _ .__• r tcc �I � ' �: ��?..���x .I 'r.i. '" r r.• .�� �� 114�� � _; 1 , � I[' I til �• H y E��;.- - , r i}f�F . 5�= r CC i - f - j ,- 1 s.-`;•1.�:�; ,-, � 'a� „I rl�w 1! -iN►ei� rl , Eli - v.. ti�h 7 . Y ,�r�•' � 44 I.: � �jllr't_ ! -Q r, I' 1 r'i IC�'i. _ � r uJ�7' 4 crwf r'. Yr� ,��.�":•. I�� r ./�yJ / 1111 i1�I Iik II11LI�1µ�i l� ,•.,,.,, fi.'�%i I _ w-'vti' :�� i - - 44. ! I .��� GW -"�h nl':t�tlll:l illf:, I 1 f'rlfr I, rs�: 1/ff�i�.,- •.4 �Y' -- I ='7- � n -/y -. falr,; v:�'r�I�J3 ��r%rr r `�.,'•}' �f�q ,r� _� ;y�,�;� � ttt I Tr �k I �sr• '�•` � ��/ -I�t�l ���>7 1 �f �. IiI : .,WJ,!! }1iil It II l�.�a ail •` I Y ttJ�' 1= IW f' � tr'1'• qI !l .".� N z��M.y Y ,1 i•7M r�#• , .. v � i. :�- rI 'r �'� K�n� �IY �,l" � '-:'.k. •.���v."� 'l�', r al'v }e.. 3 girl ii� r'� mil : y�'xI 3 I �•_ 1 r% t ,.-�_•- :�- ' = i 1 r � �'S•' Ili. ! • ]Y1rsr=# Y*i I f `r'! •t r I.:�T ',:.' [ ����` •` 4 �,�,��,,'{i}l�l{tI � �u . I ��r$'�'� ��,'.' �� r k'%' - � ' � s � wa. i � �..-_R'_..`t "� '� •-':: j.....!�k!.: r-,�. , FI �;`:r�'' - �j , _ • i� / I �I •,..:.. I• _ _IS.. , ii � , " t, J , i.' ?, •{ r BAIT ll'I1 IYi ,tl. -� I� , �`. y`t•. 1. f1�' .i 1 1 I�..:•:r IItl�i:SI ' ' -.- -+ � 1 '�-'--' �- �{� � ). mild• �,I. P.' _i�F •�-ti.: Jill f I l: �-I, r�.�k „r��l�1lll;Slllllw!li�Ir� � ' "u�rf i_ MI f/ _• L -e,�� �]�,�r���� � �� '���.���,.f �'�1 ���LjyY. i�� € ; 1 i�'J�_ � •-f'' _II,� I'.: c�tk�31. .�_. / � /' -� Y .I:' _ v.'I ?�: a'�r r .,v�I:-'�-� �� Li 1�l i �,�! i--,4 �• r ;�L, #� k� p.i �;:�'+'1= -�;,''� �'. ,6`. '' 'rYrv'� %�-'+ 3: �� r� 3'r�,l _ rl I I rl, '��?�'*',' I ,r - '; - • ! �� �!`��!� � - � ( � � �— �,� iii .':f • i I � ^� `~�TI it �r l �'r� ,I ..[ ' :c,� i r� i ,! � rxy?'�` ., �� i i y [ Ill }y {- ,' 01 Ea ATTAC7-U-EZTr A ATTACHMENT B TRANSFER AREAS Establish Water District No. 14/Renton Service Areas; 1990; - Merge Water District No. 14 with Lakeridge Water District to form Bryn Mawr-Lakeridge Water and Sewer District - Complete any necessary annexations to achieve Recommended Service Areas; 1989; - Seattle takeover of mater District No. 57; 1990; - Seattle takeover of Water District No. 125 customers east of railroad right-of-way; 1994; Seattle takeover of Water District No. 25 customers east of railroad right- of-way; 1990; Seattle takeover of Creston Water Association; 1990; Seattle takeover of City of Tukwila customers east of railroad right-of- way; 1989; - Seattle takeover of Skyway water customers; Phased 1991-93; Renton takeover of City of Seattle individual connections to the Cedar River Pipeline; 1990; Renton takeover of City of Seattle customers south of Empire Way South; 1993; - Tukwila - Water District No. 1.25 transfer of services east of Interstate Highway 5 and west of railroad right-of-way; 1989-1994; Tukwila takeover of Water District No. 25 customers east of the Duwamish River and west of the railroad right-of-way; 1990; - Water District No. 125 takeover of Water District No. 25 customers west of the Duwamish River; 1990; Renton takeover of City of Seattle customers north of Empire Way South; as annexation occurs. t- V . 4 CAG -97-164 CITY OF RENTON and SOOS CREEK WATER AND SEWER DISTRICT INTERLOCAL AGREEMENT FOR THE ESTABLISHMENT OF SERVICE BOUNDARIES THIS AGREEMENT, made and entered into this 1 day of 19-9-7, by and between the CITY OF RENTON, a Washington municipal corporation, hereinafter referred to as "the City", and SODS CREEK WATER AND SEWER DISTRICT, a Washington municipal corporation, hereinafter referred to as "the District", both being duly organized and existing under and by virtue of the laws of the State of Washington, WITNESSETH: WHEREAS, both the City and the District are public agencies authorized by Iaw and qualified to engage in furnishing water service and sanitary sewer service within their prescribed areas; and WHEREAS, it is in the public interest for the parties herein to amend the boundaries previously agreed to under the 1991 Interlocal Agreement to provide for the efficient planning and development of water and sewer services in areas which may be served by either, or both, of the parties herein. NOW, THEREFORE: IT IS HEREBY AGREED by and between the parties hereto as follows: 1. Water Service Boundary. The parties have agreed on a revision to the permanent water service area boundary between them. The revised boundary is legally described in Exhibit "A", which is attached hereto, and by this reference incorporated herein_ The boundary is graphically depicted on the map attached hereto as Exhibit "B", which is by reference incorporated herein. Z. Sewer Service Boundary. The parties have agreed on a revision to the permanent sewer service area boundary between them. The revised boundary is legally described in Exhibit "C", which is attached hereto, and by this reference incorporated herein. The boundary is graphically depicted on the map attached hereto as Exhibit "D", which is by reference incorporated herein. Renton/Soos Creek Interlocal Agreement for the Establishment of Service Area Boundaries - 1 3. Transfer of Service Area. The City shall assume responsibility to provide service to the area(s) on the City's side of the respective service area boundaries as revised by this agreement, whether or not annexed to the City_ The District shall assume responsibility to provide service to the area(s) on the District's side of the respective service area boundaries as revised by this agreement, whether or not annexed to the City. As part of this agreement, the sewer facilities installed under District ULID I I shall be transferred to the City as described in the November 19, 1974 interlocal agreement notwithstanding that the properties served by these sewers have not been annexed to the City_ 4. Governmental Approvals. The parties may give notice of the adoption of this Agreement to Metropolitan/King County, to the Department of Ecology, to the Department of Health and to any other agency with jurisdiction or mission relevant to the terms hereof, and shall cooperate and assist in all reasonable manner in procuring any necessary approvals hereof by those agencies_ S. Sanctity of Agreement This agreement constitutes the entire agreement of the parties regarding the subject matter hereof, and there are no other representations or oral agreements other than those listed herein, which vary the terms of this agreement. Future agreements may occur between the parties to transfer additional, or future service areas by mutual agreement. 6. Obligations Intact. Nothing herein shall be construed to alter the rights, responsibilities, liabilities, or obligations of either the City or the District pursuant to the AGREEMENT FOR THE TRANSFER OF FACILITIES AND FOR THE ESTABLISHMENT OF SERVICE BOUNDARIES, previously executed by the parties, except as specifically set forth herein. Approved by Resolution No. 5 kg of the City of Renton, Washington, at its regular meeting held on the day of DkA-t , 199. CI'T'Y OF RENTON BY= Jess anner Title: Ir Attest= tv&A Gity C—jefk Brenda Fritsvoid Deputy City Clerk Renton/Soos Creek Interlocal Agreement for the Establishment of Service Area Boundaries - 2 Approved by Resolution No_ 1611-C of Soos Creek Water and Sewer District of King County, Washington, at its regular meeting held on the 21st day of May, 1997. SOOS CREEW WATER AND S9WER DISTRICT !: of Philip Sulji44d, Secretary of Board Renton/Soos Creek Interlocal Agreement for the Establishment of Service Area Boundaries - 3 EXHIBIT "Alt SOOS CREEK WATER & SEWER DISTRICT AND CITY OF RENTON AGREEMENT FOR THE TRANSFER OF FACILITIES AND FOR ESTABLISHMENT OF SERVICE BOUNDARIES (WATER SERVICE BOUNDARY LINE) APRIL 19, 1995 BEGINNING at a point described as the intersection of the North line of the South 1,350 feet of the Northwest quarter of Section 6, Township 22 North, Range 5 Fast, W.M., in Kin County, Washington, and the Easterly right -of --way margin of Primary State Highway No. 5 also known as State Route No. 167, said point being on the existing boundary of Sv s Creek Water & Sewer District; Thence Easterly along said NOrth line to the North-South center line of said Section 6, also. being the West line of Tract 1, Spring Brook Acre Tracts, as recorded in Volume 12 of Plats page 60, records of King County, Washington; Thence Southerly along said West line to the South line of said Tract 1; Thence Easterly along said South line to the West line of the South 132 feet of the Fast 660 feet of said Tract 1; Thence North -along said West line to the North line of said South 132 feet of the F of said Tract 1; ast 660 feet Thence Easterly along said North line to the Westerly margin of 96th Avenue South, also known as John Ogston Road or Springbrook Road or Talbot Road; Thence Northerly along said Westerly margin to its intersection with the Westerly extension f the most Northerly line of Tract 8, of said PIat of Spring Brook Acre Tracts; o Thence South 74°50100" Fast along said extension to the Easterly margin of said 96th Avenue South and continuing South 74050'00" East along said most Northerly line, a distance stance of 189. 00 Thence South 00°44'00" East, a distance of 188.40 feet; Thence South 58038'00" East, a distance of 89.35 feet along the line common to Tracts 8 and 9, said PIat of Spring Brook Acre Tracts; Thence North 41022-00-T East, a distance of 128.10 feet; Thence South 64°22'00' Fast, a distance of 275.60 feet; F:1(3411561D0CSXR-AGRF.EW.LGL APyl 19, 1996 1 EXHIBIT "A", continued Thence South 16°58'00" West, a distance of 239.80 feet; Thence South 31443'00" Fast, a distance of 210.90 feet; Thence South 68°25'00" East, a distance of 99.50 feet; Thence South 60°35'30" Fast, a distance of 28.17 feet to the most Northerly corner of Tract 7, said Plat of Spring Brook Acre Tracts; Thence South 00412'30" East, a distance of 396.04 feet; Thence South 3931'00" East, a distance of 383.85 feet; Thence North 8932'00" East, a distance of 340.00 feet to the East line of the Northeast quarter of said Section 6, said East line also being the West line of Section 5, Township 22 North, Range 5 East, W.M.; Thence North along a line common to said Sections 5 and 6, a distance of 21.50 feet to a point that lies North 00412'30" West, a distance of 241.50 feet from the Southwest comer of the Southwest quarter of the Northwest quarter of said Section 5, Thence North 40°41'00" East, a distance of 23030 feet; Thence South 84412'00" East, a distance of 245.90 feet; Thence South 34426'00" East, a distance of 147.30 feet; Thence South 14449'00" East, a distance of 257.44 feet to a line 30.00 feet North of, as measured at right angles to, and lying parallel with the South line of the Northwest quarter of said Section 5, said line also being the North margin of Southeast 200th Street; Thence Easterly along said parallel line to the West line of the East one-half of the Southwest quarter of the Northwest quarter of said Section 5; Thence North 00'31'17" East along said West line, a distance of 190.00 feet; Thence South 88438'33" East,. to the East line of the West 115.00 feet of the East half of said Southwest quarter of the Northwest quarter; Thence South 00'31'17" West along said East line, a distance of 190.00 feet to the North margin of said Southeast 200th Street; Thence South 88°38'33" East along said North margin, a distance of 377.82 feet to the West line of the East 156.00 feet of said Southwest quarter of the Northwest quarter; FAO4U_%M)OGS\R-AGRFEW.LGL Apra! 19, 19% 2 EXHIBIT "A", continued Thence North 00'39' 11" Fast along said West line, also being the West line of the Plat of Parkridge East 1, as recorded in Volume 132 of Plats, pages 45 and 46, records of King County, Washington, a distance of 918.I8 feet to the South line of Lot 2, King County Short Plat No. 8877058, recorded under Auditor's File No.'s 7803010983 and 7808100855, records of King County, Washington; Thence North 89020'49" West, a distance of 59.00 feet-, Thence South 85'17'46" West, a distance of 80.30 feet; Thence North 8924'30" West, a distance of 96.01 feet; Thence North 05009'11', West, a distance of 111.45 feet; Thence North 5349'07" East, a distance of 198.22 feet; Thence South 4837'32" Fast, a distance of 118.20 feet to the Northeast corner of said Lot 2; Thence North 69021'46" East, a distance of 165.28 feet to the East line of the Southwest quarter of the Northwest quarter of said Section 5; Thence North 00039'11" East along said East line, a distance of 147.85 feet to the North line of said Southwest quarter; Thence Westerly along. said North line to the West line of said Section 5, also being the East line of said Tract 9, said Plat of Spring Brook Acre Tracts; Thence Northerly along said East line to a point that lies 271.50 feet South, as measured along said East line from the Northeast corner of said Tract 9; Thence North 7821'42" West, a distance of 336.34 feet; `thence North 26°09'56" West, a distance of 106.78 feet; Thence North 83'20'02" West, a distance of 289.79 feet; Thence North 70°34'46" West to an intersection with the Southerly extension of the West line of the Plat of Springbrook Terrace, Amended, as recorded in Volume 131 of PIats, pages 55 through 58 as amended, records of King County, Washington; Thence Northerly along said Southerly extension to the Southwest corner of said Plat of Springbrook Terrace, Amended; F-W4U56M0CS)R-AGREEW-LGL April 14,• i9% 3 EXHIBIT "A", continued Thence North 86°00'00" West a distance of 509.65 feet to the East line of the old right-of-way margin of 96th Avenue South, as established October 5, 1931, also known as John Langston Road or Springbrook Road or Talbot Road; Thence Northwesterly and Northerly along said Easterly right-of-way margin to the South line of the North 425 feet of the Northwest quarter of the Northeast quarter of the Northeast quarter of said Section 6; Thence South 88°27'05" East along said South line to the West line of said Plat of Springbrook Terrace, Amended; Thence Northerly along said West line and its Northerly extension to the North line of said Section 6, also being the South line of Section 31, Township 23 North, Range 5 East, W.M.; Thence Easterly along said South line to the East line of the West 1,003.00 feet of the Southeast quarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W. M. ; Thence Northerly along said East line to the North lute of the Southeast quarter of said Section 31; Thence Easterly along said North line to the East quarter corner of said Section 31, said East quarter corner also being the Southwest corner of the Northwest quarter of Section 32, Township 23 North, Range 5 East, W.M.; Thence Northeasterly to a point 600.00 feet North and 550.00 feet East of said Southwest corner; Thence Northerly along a line parallel with and 550.00 feet East of the West line of said Northwest quarter to a point 900.00 feet North and 550.00 feet East of said Southwest comer; Thence Northwesterly to a point on said West line of the Northwest quarter of said Section 32, 1,200.00 feet North of said Southwest corner, said West line also being the East lute of the Northeast quarter of Section 31, Township 23 North, Range 5 East, W.M.; Thence Northerly along said West line of said Northwest quarter, and the West line of Section 29,. Township- 23 North, Range 5 East, W.M. to the North line of the South half of the Southwest quarter of the Southwest quarter of said Section 29; Thence Easterly along said North line, a distance of 802 feet, more or less to the Southerly extension of the West line of Lot 4 of King County Short Plat No. 577051, Recording No. 790280736; Thence North 01°52'36" East along said Southerly extension to the South line of Lot 1 of Revised King County Short Plat No. 275022R, Recording No. 8003210741; F:W %156%D0CSW-AGREMLGL April 19.19% 4 EXHIBIT "A" continued Thence Westerly along said South line to the West line of said Lot l; Thence Northerly along said West line and the West line of Lots 2 and 3 of said Revised King County Short PIat No_ 275022R to the North line of the South half of the Northwest quarter of the Southwest quarter of said Section 29; Thence North 88°39'49" East along said North line to the West line of Lot 4 of King County Short Plat No. 577051, Recording No. 790280736; Thence Northerly along said West line to the North line of said Lot 4; Thence Easterly along said North line and its Easterly extension to the Easterly margin of State Route 515; Thence Northerly along said East margin to the North line of the Southwest quarter of said Section 29; Thence Easterly along said North lime to the centerline of Cedar Avenue South (104th Avenue S.E_), said centerline also being the East line of the Southwest quarter of the Northwest quarter of said Section 29; Thence Northerly along said East line to the Westerly extension of the South line of Lot 2 of City of Renton Short Plat No. 071-85; Thence Easterly along the South line and said Westerly extension to the East line of said lot; Thence Northerly along said East line to the Northeast comer of said lot; Thence continuing Northerly along the East line of Lot i of said Short Plat to the Northeast corner of said Lot 1; Thence Westerly along the North line of said lot and the Westerly extension thereof to said East line of the Southwest quarter of the Northwest quarter of said Section 29; Thence Northerly along said East line to the South line of the North 100.00 feet of the Southwest quarter of the Northwest quarter of said Section 29; - Thence Westerly along said South line to the West line of the East 100.00 feet of the West half of the Northwest quarter of said Section 29; Thence Northerly along said West line to the North line of the South 100.00 feet of the North half of the Northwest quarter of said Section 29; F:+04�1561DOCS%R-AGREEW.LGL AprU 19. 19% 5 EXHIBTI' "A", continued Thence Easterly along said North line to its intersection with the Westerly margin line of Benson Road; Thence Southerly along said West margin line to its intersection with the South line of the North half of the Northwest quarter of said Section 29; Thence Easterly along said South line to its intersection with the Easterly margin line of Benson Road; Thence Northerly along said East margin line to the South line of the following described parcel: Beginning at a point located North 01 °42'40" East, a distance of 749.65 feet and North 8817'20" West, a distance of 191.67 feet, more or less, from a point on the centerline of South 27th Street (S.E. 164th Street), a distance of 255.00 feet East of the Easterly margin line of Benson Road; Thence South 8817'20" East, a distance of 191.67 feet, more or less, to a point located North 01°42'40" East, a distance of 749.65 feet, more or less, from said point on the centerline of said South 27th Street; Thence South 01'42'40" West, to a line parallel with and 400.00 feet North of the South line of the Northeast quarter of the Northwest quarter of said Section 29; Thence West along said parallel line to the Easterly margin of Benson Road; Thence Northerly along said Easterly margin to the Point of Beginning of this parcel's description; Thence Easterly along said South line of the above-described parcel to the East line of said parcel, also being the West line of Spring Glen Elementary School Site; Thence Northerly along said East line of said parcel to a line parallel with and 700 feet, more or less, North of the South line of the Northeast quarter of the Northwest quarter of said Section 29, also being the North line of Spring Glen Elementary School Site; Thence Easterly along said parallel line to the North-South centerline of said Section 29; Thence Northerly along said North-South centerline to the Westerly extension of the South margin of S.E. 160th Street; Thence Easterly along said Westerly extension and said South margin to the centerline of the Bonneville Power Line right-of-way; F:%04NI56NUOCM-AGRREYI.1_GL April 19, IM 6 EXHIBIT "A", continued Thence Southeasterly along said centerline to the Westerly extension of the South margin of S.E. 162nd Street; Thence Easterly along said extension and said South margin to the West line of the East 330.00 feet of the Northwest quarter of the Northeast quarter of said Section 29; Thence North along said West line to the North line of said Northwest quarter of the Northeast quarter of said Section 29, also being the South line of Section 20, Township 23 North, Range 5 East, W. M.; 'Fence Easterly along said South line of said Section 20 to the West line of the East 930.00 feet of the Southeast quarter of said Section 20; Thence Northerly along said West line to the North line of the South 200.00 feet of said Southeast quarter; Thence Easterly along said North line to the West line of the East 670.00 feet of said Southeast quarter; Thence North 01'50'38" East, a distance of 105.01 feet to the North line of the South 305 feet, more or less, of said Southeast quarter; Thence South 88"46'15" East along said North line to the West line of the East 330.00 feet of said Southeast quarter; Thence Northerly along said West line to the South line of the Plat of Parkwood South Division No. 3, as recorded in Volume 109 of Plats, pages 57 and 58, records of King County, Washington; Thence Easterly along said South line to the East line of said Section 20, also being the West line of Section 21, Township 23 North, Range 5 East, W.M.; Thence Northerly along said West line to the Westerly extension of the South line of the Plat of Ponderosa Estates Addition, as recorded in Volume 70 of Plats, pages 34 and 35, records of King County, Washington; Thence -Easterly along said extension and said South line to the Southerly margin of the Cedar River Pipeline right-of-way; Thence Southeasterly and Easterly along said Southerly right-of-way margin to the West line of the East half of the Southeast quarter of said Section 21; Thence Northerly along said West line to the North line of the Southeast quarter of said Southeast quarter of Section 21; F:"Xl5f,IDOCSIA-AGRI�1--W.Lr,L April 19. 1996 7 EXHIBIT "A", continued Thence Easterly along said North line to the East line of said Section 21, said point being on the City of Renton City Limits as established by City Ordinance 3723, and the terminus of this boundary description. F:WkI56XDGCS1R-AGREEV.LGL April 19. 1996 8 log � w z LU I m w _ 0 « 2 y o R cr< z 0 u CC 2 0 0 2 � q B > cr w � � b R < &0 <� +< �y 'k-4 10 FXIDBIT ''C" SODS CREEK WATER & SEWER DISTRICT AND CITY OF RENTON AGREEMENT FOR THE TRANSFER OF FACILITIES AND FOR ESTABLISHMENT OF SERVICE BOUNDARIES (SEWER SERVICE BOUNDARY LINE) April 19,1996 BEGINNING at a point described as the intersection of the North line of the South 1,350 feet of the Northwest quarter of Section 6, Township 22 North, Range 5 East, W.M., in King County, Washington, and the Easterly right-of-way margin of Primary State Highway No. 5, also known as State Route No. 167, said point being on the existing boundary of Soos Creek Water & Sewer District; Thence Easterly along said North line to the North-South center line of said Section 6, also being the West line of Tract 1, Spring Brook Acre Tracts, as recorded in Volume 12 of Plats, page 60, records of King County, Washington; Thence Southerly along said West line to the South line of said Tract 1; Thence Easterly along said South line to the West line of the South 132 feet of the East 660 feet of said Tract 1; Thence North along: said West line to the North line of said South 132 feet of the East 660 feet of said Tract 1; Thence Easterly along said North line to the Westerly margin of 96th Avenue South, also Mown as John Langston Road or Springbrook Road or Talbot Road; Thence Northerly along said Westerly margin to its intersection with the Westerly extension of the most Northerly line of Tract 8, of said Plat of Spring Brook Acre Tracts; Thence South 74°50'00" East along said extension to the Easterly margin of said 96th Avenue South and continuing South 74°50'00" East along said most Northerly line, a distance of 189.00 feet; Thence South 00°44'00" East, a distance of 188.40 feet; Thence South 58°38'00" East, a distance of 89.35 feet along the line common to Tracts 8 and 9, said Plat of Spring Brook Acre Tracts; Thence North 41°22'00" East, a distance of 128.10 feet; Thence South 64°22'00" East, a distance of 275.60 feet; Thence South 16°58'00" West, a distance of 239.80 feet; Thence South 31°43'00" East, a distance of 210.90 feet; F.tiO4U56V0CS%-AGRFFSA.GL - ApFil 19.1996 EXMIT "C", Continued Thence South 68°25'00" East, a distance of 99.50 feet; Thence South 60°35'30" East, a distance of 28.17 feet to the most Northerly comer of Tract 7, said PIat of Spring Brook Acre Tracts; Thence South 00°12'30" East, a distance of 396.04 feet; Thence South 39°31'00" East, a distance of 383.85 feet; Thence North 89032'00" East, a distance of 340.00 feet to the Fast line of the Northeast quarter of said Section 6, said East line also being the West line of Section 5, Township 22 North, Range 5 East, W.M.; Thence North along a line common to said Sections 5 and 6, a distance of 21.50 feet to a point that lies North 00°12'30" West, a distance of 241.50 feet from the Southwest corner of the Southwest quarter of the Northwest quarter of said Section 5; Thence North 40°41'00" East, a distance of 230.30 feet; Thence South 84°12'00" East, a distance of 245.90 feet; Thence South 34°2600" East, a distance of 147.30 feet; Thence South 14°49'00" East, a distance of 257.44 feet to a Eine 30.00 feet North of, as measured at right angles to, and lying parallel with the South line of the Northwest quarter of said Section 5, said line also being the North margin of Southeast 200th Street; Thence Easterly along said parallel line to the West line of the East one-half of the Southwest quarter of the Northwest quarter of said Section 5; Thence North 0031'17" East along said West line, a distance of 190.00 feet; Thence South 88°38'33" East, to the East line of the West 115.00 feet of the East half of said Southwest quarter of the Northwest quarter, Thence South 00°31'17" West along said. East line, a distance of 190.00 feet to the North margin of said Southeast 200th Street; Thence South 88°38'33" East along said North margin, a distance of 377.82 feet to the West line of the East 156.00 feet of said Southwest quarter of the Northwest quarter; Thence North 0039'11" East along said West line, also being the West line of the Plat of Parkridge East 1, as recorded in Volume 132 of Plats, pages 45 and 46, records of King County, Washington, a distance of 918.18 feet to the South line of Lot 2, King County Short Plat No. R877058, recorded under Auditors File No.'s 7803010983 and 7808100855, records of Icing County, Washington; Thence North 89°'20'49" West, a distance of 59.00 feet; Thence South 85017'46" West, a distance of 80.30 feet; F.\04U-WDpC1R-AGRM.LGL-,R19. IM 2 • .r MBrr "C", continued Vence North 89024'30" West, a distance of 96.01 feet; Thence North 05°09'11" West, a distance of 111.45 feet; Thence North 53°49'07" East, a distance of 198.22 feet; Thence South 48°37'32" East, a distance of 118.20 feet to the Northeast corner of said Lot 2; Thence North 69°21'46" East, a distance of 165.28 feet to the East line of the Southwest quarter of the Northwest quarter of said Section 5; Thence North 00'39'11 " East along said East line, a distance of 147.85 feet to the North line of said Southwest quarter; Thence Westerly along said North line to the West line of said Section 5, also being the East line of said Tract 9, said Plat of Spring Brook Acre Tracts; Thence Northerly along said East line to a point that lies 271.50 feet South, as measured along said East line from the Northeast corner of said Tract 9; Thence North 78°21'42" West, a distance of 336.34 feet; Thence North 26°09'56" West, a distance of 106.78 feet; Thence North 83°20'02" West, a distance of 289.79 feet; Thence North 70°34'46" West to an intersection with the Southerly extension of the West line of the Plat of Springbrook Terrace, Amended, as recorded in Volume 131 of Plats, pages 55 through 58 as amended, records of King County, Washington; Thence Northerly along said Southerly extension to the Southwest corner of said Plat of Springbrook Terrace, Amended; Thence North 86°00'00" West a distance of 509.65 feet to the East tine of the old right-of- way margin of 96th Avenue South, as established October 5, 1931, also known as John Langston Road or Springbrook Road or Talbot Road; Thence Northwesterly and Northerly along said Easterly right-of-way margin to the South line of the North 425 feet of the Northwest quarter of the Northeast quarter of the Northeast quarter of said Section 6; Thence South 880'27'05" East along said South line to the West line of said Plat of Springbrook Terrace, Amended; Thence Northerly along said West line and its Northerly extension to the North line of said Section 6, also being the South line of Section 31, Township 23 North, Range 5 East, W.M.; Thence Easterly along said South line to the Southeast corner of the Southeast quarter of said Section 31; F.'M150V0CS\R.ACRE.B5.LGL - April 19.19% 3 FXHTBIT "C", continued Thence Northerly along the Fast line of said Southeast quarter to the Northeast corner thereof, also being the Southwest corner of the Northwest quarter of Section 32, Township 23 North, Range 5 Fast, W.M.; Thence Easterly along the South line of said Northwest quarter to the Southeast corner of the Southwest quarter of said Northwest quarter; Thence Northerly along the East line of said Southwest quarter to the South line of the North 200.00 feet thereof; Thence Westerly along said South line to the East line of the West half of said Southwest quarter; Thence Northerly along said East line to the North line of said Southwest quarter; Thence Westerly along said North line to the West line of said Northwest quarter of said Section 32, also being the East line of the Northeast quarter of said Section 31; Thence Northerly along said East line to its intersection with the Northerly margin of South 179th Street, also known as Carr Road, est. 11-27-17 (former Carr Road No. 1147); Thence Westerly along said Northerly margin, said margin being a curve to the left, the center of which bears South 00°01'50" West, having a radius of 1,452.69 feet, through a central angle of 02°21'07", an are distance of 60.04 feet to the Easterly most corner of Lot 42, Plat of Scott's Terrace, (Recording No. 761680) as recorded in Volume 72 of Plats, pages 39 and 40, records of King County, Washington; Thence continuing along the Northeasterly boundary of said plat the following bearings and distances: Thence North 6004'34" West, a distance of 250.34 feet; Thence North 17°02'46" West, a distance of 112.00 feet; Thence North 01'13'36" East, a distance of 268.68 feet; Thence North 22°31'55" West, a distance of 180.92 feet; Thence North 89'03'13" West, a distance of 565.00 feet to the centerline of Talbot Road, also known as 96th Avenue South, said point being on the existing boundary of Soos Creek Water & Sewer District; Thence Northeasterly and Northerly along said centerline of Talbot Road to the North line of said Section 31, also being the south line of Section 30, Township 23 North, Range 5 East, W.M.; Thence continuing Northerly along said centerline of Talbot Road to the South line of North 100.00 feet of the South half of the Northeast quarter of the Southeast quarter of said Section 30; P)MI%WK)C"-ncRJEFs.WL-.,tel 19. 19% 4 EXHIBIT "C", continued Thence Easterly along said South line to the Last line of said Southeast quarter of said Section 30, also being the West line of Southwest quarter of Section 29, Township 23 North, Range 5 East, W.M.; Thence Northerly along said West line to the North line of the South half of the Northwest quarter of the Southwest quarter of said Section 29; Thence North 88°39'49" East along said North line to the West line of Lot 4 of King County Short Plat No. 577051, Recording No. 790280736; Thence Northerly along: said West Zine to the North line of said Lot 4; Thence Easterly along said North line and its Easterly extension to the Easterly right-of-way margin of State Route 515; Thence Northerly along said Easterly margin to the North line of the Southwest quarter of said Section 29, also being the South line of the Northwest quarter of said Section 29; Thence Easterly along said South line to the West line of the Southeast quarter of the Northwest quarter of said Section 29; Thence Northerly along said West line to .the Westerly extension of the South line of Lot 4, Block 2, Plat of Akers Farms No. 5, as recorded in Volume 40 of Plats, _page 27, records of King County, Washington; Thence Easterly along the South line of said Lot 4 to the East line of the West half of said lot; Thence Northerly along said East line, and the Northerly extension thereof to the South line of Lot 1, Block 2, of said Plat of Akers Farms No. 5; Thence Easterly along said South line to the West line of the East 62.50 feet of said Lot 1; Thence Northerly along said West line to the Northerly line of said Lot 1, also being the Southerly margin of Southeast 166th Street; Thence Northeasterly to a point on the Northerly margin of said Southeast 166th Street, which lies 237.41 feet East of said West line of the Southeast quarter of the Northwest quarter of said Section 29, said point also described as the Southwest corner of Lot 4 of Tract A, said Plat of Aker's Farms No. 5; Thence North 24002'04" East, 182.23 feet along the Westerly Iine of said Lot 4; Thence Southeasterly along the Southerly line of the North half of said Lot 4 to the Easterly line thereof; Thence North 24002'04" East along said Easterly line, also being the Northwesterly line of Lot 5, Block A of said Plat, to a point 107 feet Southwesterly from the most Northerly comer of said Lot 5; Thence Southeasterly to a point on the Easterly line of said Lot 5 lying 107 feet Southerly from the Northeast corner thereof, said point also being on the West right-of-way margin of 106th Avenue Southeast; FVAI5b00MR-AGR6ES.I.GL- Apil 19.19% 5 EXHMIT "C", continued Thence continuing Southeasterly to the intersection of the West line of Lot 1, Block 4 of said Plat and the North line of the South 273 feet of said Lot 1, said point also being on the East right-of-way margin of 106th Avenue Southeast; Thence Easterly along said North line to the East line of said Lot 1, also being the West line of Lot 2, Block 4 of said Plat; Thence Southerly along said West line to the North line of the South 120 feet of said Lot 2; Thence Easterly along said North lime to the West line of the East 20 feet of said Lot 2; Thence Northerly along said West line and its Northerly extension thereof to the Westerly extension of the South right-of-way margin of South 29th Street, also known as Southeast 166th Street; Thence Easterly along said Westerly extension and said South margin of South 29th Street to the Southerly extension of the Easterly right -of --way margin of 106th Place Southeast; Thence Northwesterly along said Southerly extension and continuing Northwesterly along said Easterly margin and its Northerly extension to the centerline of Southeast 154th Street, also known as South 27th Street; Thence Easterly along said centerline to the East line of said Northwest quarter of Section 29, also being the West of the Northeast quarter of said Section 29; Thence Northerly along said West line to the North line of the South 430.00 feet of the Northwest quarter of said Northeast quarter of Section 29; Thence Easterly along said North line to the East line of the West 450.00 feet of said Northwest quarter of the Northeast quarter; Thence Northerly along said East line to its intersection with the Westerly extension of the South right-of-way margin of Southeast 162nd Street; Thence Easterly along said Westerly extension and said South margin to the West line of the East 330.00 feet of said Northwest quarter of the Northeast quarter; Thence North along said West line to the North line of said Northwest quarter of the Northeast quarter of said Section 29, also being the South line of Section 20, Township 23 North, Range 5 East, W.M.; Thence Easterly along said South line of said Section 20 to the West line of the East 930.00 feet of the Southeast quarter of said Section 20; Thence Northerly along said West line to the North line of the South 200.00 feet of said Southeast quarter; Thence Easterly along said North line to the West line of the East 670.00 feet of said Southeast quarter, MM15&DOCSa-AGRFES.LGL- April 19. 1M 6 EXHIBIT "C", continued Thence North 0150' 38" East, a distance of 105.01 feet to the North line of the South 305 feet, more or less, of said Southeast quarter; Thence South 88°46'15" East along said North line to the West line of the East 330 feet of said Southeast quarter; Thence Northerly along said West line to the South line of the Plat of Parkwood South Division No. 3, as recorded in Volume 109 of Plats, pages 57 and 58, records of King County, Washington; Thence Easterly along said South line to the East line of said Section 20, also being the West line of Section 21, Township 23 North, Range 5 East, W.M.; Thence Northerly along said West line to the Westerly extension of the South line of the Plat of Ponderosa Estates Addition, as recorded in Volurne 70 of Plats, pages 34 and 35, records of King County, Washington; Thence Easterly along said extension and said South line to the Southerly margin of the Cedar River Pipeline right-of-way; Thence Southeasterly and Easterly along said Southerly right-of-way margin to the West line of the East half of the Southeast quarter of said Section 21; Thence Northerly along said West line to the North line of the Southeast quarter of the Southeast quarter of said Section 21; Thence Easterly along said North line to the East line of said Section 21, said point being on the City of Renton City Limits, as established by City Ordinance 3723, and the tern-dnus of this boundary description. F'"i56VXXCSW-AGPXMJLGF--wprU 14. f9% 7 � CO) 0 9 O .d � + �> < z w a W J g CITY OF RENTON & SOOS CREEK WATER AND SEWER DISTRICT AGREEMENT FOR THE TRANSFER OF FACILITIES AND FOR THE ESTABLISHMENT OF SERVICE BOUNDARIES THIS AGREEMENT, made and entered into this day of , 19 J , by and bei en. SOOS CREEK WATER AND SEWER DISTRICT, 4 Washington municipal corporation, hereinafter referred to as "THE DISTRICT", and the CITY OF RENTON, a Washington municipal corporation, hereinafter referred to as "RENTON", both being duly organized and existing under and by virtue of the laws of the State of Washington, WITNESSETH: WHEREAS, THE DISTRICT is qualified to provide water and sewer service within its prescribed area; and WHEREAS, RENTON is qualified to provide public services, including water and sewer service, within its prescribed area; and WHEREAS, THE DISTRICT has constructed, and has managed, operated, and maintained certain water and/or sewer facilities which exist in areas which have been annexed by RENTON, and which can most efficiently be managed, operated, and maintained by RENTON in conjunction with other facilities in the City; and WHEREAS, bond covenants, resolutions, and other agreements of THE DISTRICT require that certain steps be taken, and certain financial arrangements made, as part of any transfer of facilities from THE DISTRICT to another party; and WHEREAS, it is in the best interest of both parties to have RENTON administer the collection of General Facilities Charges on behalf of, and to be passed on to, THE DISTRICT for those areas herein described to be transferred to RENTON for management, operation, and maintenance; and WHEREAS, it is in the public interest for the parties herein to enter into an agreement to provide for the efficient planning and development of new water and sewer services in areas which may be served by either, or both, of the parties herein; now therefore, 4-7.04W400g.001. Page 1 of 11 MAY 2 3 1991 IT IS HEREBY AGREED by and between the parties hereto as follows: Water service by THE DISTRICT within RENTON City Limits_ THE DISTRICT shall provide water service to the properties within THE RENTON City Limits described in attached Exhibit "A", and as shown in attached Figure 1. Any new construction within the current RENTON City Limits by THE DISTRICT for water service shall be in compliance with RENTON requirements including; materials, techniques, fire flow, and all other standards. Existing watermains are excepted, provided that any upgrading or replacement shall be in compli- ance with said RENTON requirements. Future transfer of service areas shall be by mutual agreement to be determined at that time. Any new or replacement facilities after the date of this agreement shall be transferred to RENTON at no cost if constructed by developer, but RENTON shall reimburse THE DISTRICT for the value of any DISTRICT construction not yet fully depreciated, at an amount equal to the remaining amount to be depreciated. 2. Water Service by THE DISTRICT Within RENTON Cit Limits Without Annexation to THE DISTRICT. THE DISTRICT shall provide water service to the following areas within the City Limits which are not within DISTRICT boundaries, and by agreement will not require annexation (also shown in attached Figure 1): a) Spring Glen Elementary School. b} The West 340.00 feet of the East 070.00 feet of the South 305.00 feet of Section 20, Township 23 North, Range 5 East, W.M., less City and/or County Road. Any new construction within the RENTON City Limits by THE DISTRICT for water service shall be in compliance with RENTON requirements including: materials, techniques, fire flow, and all other standards. Future transfer of service area shall be by mutual agreement to be determined at the time any facilities change hands. 3. RENTON Provide Water Service Within DISTRICT Limits. The following areas have already been transferred to RENTON for service, or are herein released to RENTON for provision of water service by RENTON at no further charge for the transfer of such service area. THE DISTRICT releases all claim to water service within the areas described in Exhibit "B", and as shown in attached Figure 1. 400400e.00I Page 2of11 4. _Water Service Area Boundary.Between RENTON and THE DISTRICT_ The attached Exhibit "C" describes the line separating the RENTON water service area from THE DISTRICT water service area. RENTON shall provide ultimate service for the area North and West of the line described. THE DISTRICT shall provide ultimate service for the area South and East of the line described. This line is also shown in attached Figure 1. 5. PONDEROSA ESTATES: Sale of Sewer System_ to _RENTON. The facilities listed below (and on As -Built page A-43 referenced) and the area as described in attached Exhibit "D", and as shown in attached Figures 2 and 3, are hereby transferred (sold) to RENTON by THE DISTRICT. THE DISTRICT agrees to allow the Ponderosa Estates sewer mains to remain connected to lines belonging to THE DISTRICT. THE DISTRICT further agrees not to charge RENTON for any maintenance of the lines so impacted, so long as RENTON agrees to, and continues to, notify THE DISTRICT whenever maintenance of the lines in Ponderosa Estates will be performed. Furthermore, that the RENTON maintenance crews take steps to minimize the amounts of solids or chemicals which would otherwise be released into the downstream lines as a result of such maintenance. This will allow THE DISTRICT to coordinate maintenance with the action of RENTON maintenance operations. The lines so included are as follows: Soos Creek (Cascade) Manhole Run (Will As -Built Include Upstream Length Diameter Page No. Manhole) (Feet) (Inches) Street PONDEROSA ESTATES A-43 No. 104 to 207 400.0 8 Conc. 116th Ave. S.E. A-43 No. 100 to 201 173.0 8 Conc. 1 18th Ave. S.E. A-43 No. 201 to 202 96.0 8 Conc. 11 8th Ave. S. E. A-43 No. 202 to 203 250.0 8 Conc. 118th Ave. S.E. A-43 No. 203 to 204 210.0 8 Conc. S.E. 156th St. A-43 No. 203 to 205 300.0 8 Conc. 118th Ave. S.E. A-43 no. 205 to 206 308.0 8 Conc. 118th Ave. S. E. a) Latecomers: None due. b) General Facilities Charge: None due. c) Portion of Monthly Service Charge to Cover Bond Indebtedness 4-7-.NW4at.001 Page 3 of 11 As described in Soos Creels Water and Sewer District Resolution No. 0145C, based upon outstanding debt, the fraction of THE DISTRICT represented by the area of concern, and the portion of the indebtedness which is to be paid by the monthly service charges (and not by U.L.I_D. assessments). That amount is: Ponderosa Estates = $17,488.10 Amount calculated as follows: Number of Connections in Ponderosa Estates: Number of Connections in Sewer Area: Debt Retirement in 1990.- Amount 990:Amount Retired by L1.L.I.D. Assessments in 1990 Amount Retired by Service Charge in 1990: Amount Retired per Connection in 1990: Debt Retired in Full in 2003. Remaining Years: Present Value to Cover Indebtedness (6%): 35 18,619 $1,881,554 $771,900 $1,109,654 (Difference) 559.598 12 35 Connections x $59.598 x 8.38384 = $17,488.10 RENTON agrees to compensate THE DISTRICT the amount of $17,488.10 as detailed ove, for this portion, within 60 days after the date of this agreement. 6. SPRINGBROOK AREA: Sale of Sewer System to RENTON. The facilities involved are as listed below (and as shown in figure 4 and on As -built pages referenced, Figures 5-10) and the area is as described in attached Exhibit "E". Soos Creek Manhole Run (Cascade} (Will Include Length Diameter As -Built No. Upstream Manhole) (Feet) (Inches) Street K-25 No. 80-14 to 80-15 242.0 18 Conc. SR 167 (Crossing) K-35 No. 80-15 to 34-0A 140.3 12 PVC S. 192nd St. K-35 No. 34 -OA to 34-1 25.9 12 PVC S. 192nd St. K-35 No. 341 to 34-2 353.7 12 PVC S. 192nd St. K-35 No. 34-2 to 34-3 375.0 12 PVC S. 192nd St. K-35 No. 34-3 to 34-3A 105.5 12 PVC S. 192nd St. K-35 No. 34-3A to 34-4 233.5 12 PVC S. 192nd St. .001 Page 4 of 11 Soos Creek Manhole Run (Cascade) (Will Include Length Diameter As -Built No. Upstream Manhole) (Feet) (Inches) Street K-36 No. 34-4 to 34-5 368.0 12 PVC S. 192nd St. K-36 No. 34-5 to 34-6 147.0 12 PVC S. 192nd St - K -36 No. 34-6 to 34-16 399.0 8 PVC 96th Ave. S. K-36 No. 34-16 to 34-17 249.1 8 PVC 96th Ave. S. K-37 No. 34-6 to 34-7 400.0 8 PVC 96th Ave. S. K-37 No. 34-6 to 34-12 403.0 12 PVC S. 192nd St. K-37 No. 34-12 to 34-13 377.2 12 PVC S. 192nd St. K-37 No. 34-13 to 34-14 192.9 12 DIP Easement K-37 No. 34-14 to 34-15 288.0 12 PVC Easement K-38 No. 34-7 to 34-8 400.0 8 PVC 97th Ave. S. K-38 No. 34-8 to 34-9 400.0 8 PVC 97th Ave. S. K-38 No. 34-9 to 34-10 400.0 8 PVC 97th Ave. S. K-38 No. 34-10 to 34-11 400.0 8 PVC 97th Ave. S. K-40 No. 34-17 to 34-26 179.0 8 PVC 96th Ave. S. a) Latecomers (From U.L.I.D. No. 34) Property 062205-9002 440 L.F. @ $35.89 per Lineal Foot Property 793100-0120 170 L.F. @ $35.89 per Lineal Foot + $275.00 for Stub Property 062205-9002 latecomer ($15,791.60) to be collected by RENTON and paid through to THE DISTRICT at the time of connection. Property 793100-0120 is now RENTON property. However, it is in the "watershed"' and will never be developed, and is therefore not benefitted by the sewer. It is agreed that no payment need be made to Soos Creek at this time. if the property is ever developed, or a facility requiring sewers is placed on the property, there a latecomer amount of $6,376.30 shall be paid to THE DISTRICT by RENTON within 60 days after the date of connection to the sewer. 4-7:04W400g.001 Page 5 of 11 b) General Facilities Charge The 1991 General Facilities Charge for this basin is $0.0531 per square foot, with a minimum of $531-00 per unit, or customer equivalent. Payable,at RENTON's discretion, to THE DISTRICT by RENTON, on the schedule as listed below. THE DISTRICT shall advise RENTON of current General Facilities Charges, and any changes to those charges as they occur. Area is described in attached Exhibit "E", and shown in attached Figure 4. Tributary Area: 6,000,000 S.F. (Total area, less 25% for rights-of- way.) Option No. 1 - General Facilities Charge of $199,200 if paid by June 1, 1991. Option No. 2 - General Facilities Charge of $258,900 if paid be- tween June 2 and December 31, 1991. Option No. 3 - If payment has not been made by December 31, 1991, the current General Facility Charge must be paid at the time of connection. If not paid according to Option No. 1 or Option No. 2 above, RENTON shall inform THE DISTRICT whenever an agreement is made for sewer service in this area by RENTON, and RENTON shall pay said charges to THE DISTRICT in _accordance with Option No. 3, after the property owner has made such payment to RENTON, as described in Section 7. Total payment will be dependent upon when the charge is paid, the rate at the time of connection, and the number of units developed. c) Portion of Monthly Service Charge to Cover Bond Indebtedness Amount for Springbrook Area: $7,994.56 Amount calculated as follows: Number of Connections in Area: 16 (of 18,619 in Total District) Amount Retired by Service Charges in 1990: $1,109,654 059.598 per Connection) :040XWg-001 Page 6 of 11 LN Present Value of 12 Years of Repayment: 16 Connections x $59.598 x 8.38384 = $7,994.56 RENTON agrees to compensate THE DISTRICT the amount of $7,994.5E as detailed above, for this portion effective the date of the agreement and due within 60 days. 7. Notification of THE DISTRICT of New Connections. and Payment of THE DISTRICT`s General Facilities Charge. Notification shall be made by RENTON to THE DISTRICT at the time of connection of any property in the Springbrook Interceptor Service area. The notification shall be accompanied by a plot plan, or letter, indicating the square footage of the property, and including payment to THE DISTRICT of THE DISTRICT`s General Facilities Charges, as described in Section 6b, and based upon the then current rate, as reported to RENTON by THE DISTRICT. The General Facilities Charge shall be based upon the area of the property connected, or the number of dwelling units (or single-family equivalents if not residential), whichever is larger; except that, unserviceable and unusable portions of the property are not included in the calculation of the General Facilities Charge, except for those portions which also benefit the development of the property, such as being included in the normal setback requirements, or landscape requirements. Included in this exempt category are: roads and similar rights-of-way, open space required, wetlands, unusable steep -slope areas, and the setbacks for these restrictive conditions. 8. Transfer of Easement and Right -of -Way_. -Documents. THE DISTRICT sha officially transfer the right-of-way documents for the facilities herein sold to RENTON, and RENTON agrees to accept responsibility for all maintenance or other actions required by said documents. THE DISTRICT shall not have any liability for disputes arising over said rights-of-way or easements so transferred, except that any disputes arising due to the actions of THE DISTRICT prior to said transfer shall not be affected by this section. 9. Disclaimer From Third Party Liability. The DISTRICT shall disclose any and all known defects or problems of or in the facilities herein transferred to RENTON. THE DISTRICT shall not be liable for any claims by third parties arising from acts or damages by RENTON or its customers in using the facilities sold to RENTON pursuant to this Agreement. 4-7;04W4o gM[ Page 7 of 11 1 O. Sewer Service Area Boundary Between RENTON and THE DISTRICT. With the above transfer (sale) of existing facilities and service area, and reasonable service area limits corresponding to this action, the line separating the RENTON service area from THE DISTRICT service area for sanitary sewers is described in attached Exhibit "F", and is shown in attached Figure 11. RENTON shall provide ultimate service for the area north and west of the line shown. THE DISTRICT shalt provide ultimate service for the area south and east of the line shown. 11. Maintenance of Existing Facilities. THE DISTRICT and RENTON will each provide maintenance for its own facilities. If there are any serious problems due to a discharge which can be identified, and for which the source can be identified, the individual or company responsible will be held liable for damage. If a lack of maintenance, or if the type of maintenance by either RENTON or THE DISTRICT is identified as the source of said problem, then the party creating, or allowing, the situation shall be responsible and shall pay the costs of repair. In case of dispute over the source or responsibility of said problems, the Municipality of Metropolitan Seattle (Metro) shall serve as arbitrator in identifying and quantifying said problems provided that said arbitration and/or any reports generated by an investigation by Metro, shall be binding upon both parties in resolution of the dispute. Allowable Capacities in the Lines being Transferred and at Points Further Downstream. There are no restrictions on the capacity of the sewers from Ponderosa Estates as long as they are consistent with the current use of the properties. There are currently 35 single family residences, and the property is fully developed. If this condition ever changes, a further review of the capacity of the system shall be performed, and an additional agreement shall be developed between the parties. Capacity for the system in the Springbrook drainage basin shall be as follows: AT TIMES OF SIMULTANEOUS PEAK FLOW SOOS CITY OF RESERVED CREEK RENTON FOR CITY OF {gpm} (gpm) KENT (9pm) S. 192nd Street, at and below 1500 600 0 MH 34-3 aooaoag_oas Page 8 of 11 S. 1 92nd Street, at and below 1800 15070 0 MH 34 -OA S. 192nd Street, at and below 3900 1500 0 MH 80-14 West of MH 80-14 3900 1500 400 No connections, by either party, will be allowed between Manhole 34 -OA and Manhole 80-15 except by mutual agreement. Both parties agree that either may exceed this amount at the non -peak times, as long as there are no negative impacts, and the combined capacity of the system is not exceeded, and prior notification is given to the other party. It shall be the responsibility of each part to monitor its flow as and when necessary to determine what the flow rate characteristics of the system are. If the combined capacity of the system is exceeded, the party exceeding its allowable rate shall have the option of making revisions within its own system to bring its flows into compliance with this Section, or of paying for improve- ments to either system which will increase the available capacity of the systems. If both parties exceed their allowable rate, the cost of any new facilities will be divided based upon the ratio of the percentage by which each party is exceeding its allowable rate. If the allowable rate is exceeded at -only one location, the ratio at that location will be used. If the rate is exceeded at more than one location, the ratio will be based upon the furthest east point at which the allowable rates are being exceeded. If a regular surcharge condition exists that is not due to a blockage problem, a previously agreed upon temporary situation such as re-routing for construction, or by either party exceeding its capacity, the DISTRICT shall have the option of making revision within its own system to bring its flows into compliance with this section, or of paying for improvements to either system which will resolve the surcharge condition. Both parties acknowledge and agree that the City of Kent. is not a party to this agreement, and'the amount referenced for the City of Kent is for reference only and could be the basis for a separate agreement in the future involving THE DISTRICT and the City of Kent, and involving RENTON if their rate allowance is at all to be affected. 13. Connection of THE DISTRICT to RENTON Facilities, or RENTON_ to THE DISTRICT Facilities. Connection of facilities of either RENTON or THE DISTRICT to facilities of the ether, or to facilities tributary to facilities of the other, shall be coordinated by both parties to assure: a) Payment of appropriate charges, b) up-to-date accounting of connections, C) potential sources of -debris, or construction damage, are identified, and 4-7:0400400g.oai Page 9 of 11 d) inspection of connection construction can be scheduled. RENTON and THE DISTRICT shall each be responsible for maintenance of their own facilities, except as described in Section 11 above. Should damage of the facilities of one be traceable to a source within the jurisdiction of the other, RENTON and THE DISTRICT agree to assist each other in whatever action is necessary to identify, prosecute, fine, collect from, or otherwise deal with the responsible party. 14. Future Annexations to RENTON. The service areas listed in sections 1-7 of this AGREEMENT are the only areas of cross -service agreed to at this time. RENTON shall serve all other areas within RENTON without challenge by THE DISTRICT, based upon the City limits at the date of the agreement. THE DISTRICT shall serve all areas within THE DISTRICT's limits at the time of this agreement, except as previously detailed. Future annexation to RENTON shall not limit THE DISTRICT providing water or sewer service to those areas within THE DISTRICT limits to the standards of THE DISTRICT, even if there is conflict with RENTON standards, unless this is altered by future agreements. Future agreements may occur between RENTON and THE DISTRICT transfer- ring additional, or future, services areas and/or facilities by mutual agreement. 15. DISTRICT Comprehensive Water and Sewer Planning. THE DISTRICT will submit the current and all future Comprehensive Water and/or Sewerage Plans and amendments thereto involving area and/or improvements within RENTON City Limits. The Comprehensive Water and/or Sewerage Plans and amend- ments shall be in compliance with RENTON requirements for service within RENTON, except where existing facilities may differ from RENTON require- ments. No replacement or augmenting of the system shall be required at this time. As new facilities are planned and constructed within RENTON, they shall comply with RENTON technical standards then in effect. 16. Extensions of Utilities Across Properties. RENTON and THE DISTRICT agree that they will require property owners who must extend facilities to serve their property to extend said facilities to the far side of the property to provide a connection point for the future (or existing) facilities of the next property. 17. Recording of Agreement with King County. THE DISTRICT is hereby authorized to record a copy of a resolution in which a copy of this Agreement is incorporated with the office of the Auditor of King County, Washington, for the purposes of giving notice to all present and future owners of the real property described in Exhibit "E" that their properties are subject to the connection charges specified herein. 'oaooaoog.00l Page 10 of 11 1$. Submittal of Agreement to the Boundary Review Board, THE DISTRICT is hereby authorized to prepare a submittal to the Washington State Boundary Review Board for King County. THE DISTRICT and RENTON agree to be coproponents of the submittal, and to provide any support requested or required by King County or the Boundary Review Board in the review and approval process. RENTON agrees to pay THE DISTRICT for one-half of all costs involved in the submittal, review and approval process, to a maximum of $3,000 (50 percent of $6,000 estimated total expenses). 19. Sanctity of Agreement. This agreement constitutes the entire agreement of the parties, and there are no representations or oral agreements other than those listed herein, which vary the terms of this agreement. Future agreements may occur between the parties to transfer additional, or future, service areas and/or facilities by mutual agreement. 20. Obligations Intact. Nothing herein shall be construed to alter the rights, responsibilities, liabilities, or obligations of either THE DISTRICT or RENTON regarding provisions of water or sewer services to the properties described herein, or other properties, except as specifically set forth herein. DATED this day of 19 61 Approved by Ordinance No. of the City Council of the City of RENTON, Washington, at its regular meeting held on day of , 19_. 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V1 t I i.l { I � Ira i f 1I1{{' r rI11 11 n ol" 75i iiulll l' 11111, 1 ll IIIII� 111 , III � I iII N i I Illy I hII�I 11111- �I iI'� �.f %�� �� v r I j111111 1 i]i]II _ _ _ I , I4- � • lr IlI �. 11 ,111 I,i ;�.� ` •�-� I'i� h�I�I �I��I, �i:,I ��''llal ,ill 'I 'll Ih II �1�1II�II� I 'I IIS f' - •r s VIi p�x W 4 r u v 2 L o to I ao,� i 6 cc 0 k f 0W a0 3 O W W W lil cz G T r' S�Yi 3h o , O Ia 5 1 1 ` t. r z C5 c iz Q � u E FL I ao,� i! f lil G T r' S�Yi 3h la O Ia 5 1 1 ` —7 yIre )4 4 4 4 Y :,1 I lJ obi t 6 PQ I I = _ • � 1�'_` Jam! �' � S �. �a+�= i P FL G r' S�Yi 3h YE O Ia ` qf� LU ZZ 3t Iu lull I 11 I MI H III ,as ,Jim III 1 11510 111 H H M I Ulm qf� LU ZZ 3t qf� ,S t P V-- ! r , m !j s_ J Ln c[ ' Y� dc W G j L i ' C�L.*+i 2 Via; EI �.,,� �•o.�. a �I t ! h , tri f Mfr � u l - Y' .._— �� I111l�`,�� m L i ' C�L.*+i 2 s oll sr sr 3 Pic 5 6le CouLOM EXHIBIT "A" SODS CREEK WATER & SEWER DISTRICT AND CITY OF RENTON AGREEMENT FOR THE TRANSFER OF FACILITIES AND FOR THE ESTABLISHMENT OF SERVICE BOUNDARIES PROPERTIES WITHIN CITY LIMITS TO RECEIVE WATER SERVICE FROM DISTRICT May 23, 1991 a) The Easterly half of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M., less the Westerly 1,003.00 feet thereof. b) Beginning at the Southwest corner of the Northwest quarter of Section 32, Township 23 North, Range 5 East, W.M.; Thence Northeasterly to a point 600.00 feet North and 550.00 feet East of said Southwest corner; Thence Northerly along a line parallel with and 550.00 feet East of the West line of said Northwest quarter to a point 900.00 feet North and 550.00 feet East of said Southwest corner; Thence Northwesterly to a point on said West fine of the Northwest quarter of said Section 32, 1,200.00 feet North of the Southwest corner of said Northwest quarter; Thence Northerly along said West line to the Northerly right-of-way margin of Carr Road; Thence Easterly and Northeasterly along said Northerly right-of-way margin to the East line of the West half of the Northwest quarter of said Section 32; Thence Southerly along said East line to the South line of said Northwest quarter; Thence Westerly along said South line to the Southwest corner of said Northwest quarter and the Point of Beginning. 0) Beginning at a point on the East line of the Southwest quarter of the Northwest quarter of Section 29, Township 23 North, Range 5 East, W.M., 100.00 feet South of the Northeast corner of said Southwest quarter; Thence Westerly along the South line of the North 100.00 feet of said Southwest quarter to the West line of the East 100.00 feet of the West half of the Northwest quarter of said Section 29; 4.7:0400400G.007 1 of 4 EXHIBIT "A", Continued (May 23, 1991) Thence Northerly along said West line to the North line of the South 100.00 feet of the North half of the Northwest quarter of said Section 29; Thence Easterly along said North line to its intersection with the Westerly margin line of Benson Road; Thence Southerly along said West margin line to its intersection with the South line of the North half of the Northwest quarter of said Section 29; Thence Easterly along said South line to its intersection with the Easterly margin line of Benson Road; Thence Northerly along said East margin line to the South line of the following described parcel; Beginning at a point located North 01'42"40" East, a distance of 749.65 feet and North 88017'20" West, a distance of 191.67 feet, more or less, from a point on the centerline of South 27th Street (S.E. 1 64th Street) 255.00 feet East of the Easterly margin line of Benson Road; Thence South 88°17'20" East, a distance of 191.67 feet, more or less, to a point located North 01"42'40" East, a distance of 749.65 feet, more or less, from said point on the centerline of said South 27th Street; Thence South 01'42'40" West to a line parallel with and 400.00 feet North of the South line of the Northeast quarter of the Northwest quarter of said Section 29; Thence West along said parallel line to the Easterly margin of Benson Road; Thence Northerly along said Easterly margin to the Point of Beginning of this parcel's description; Thence Easterly along said South line of the above-described parcel to the East line of said parcel; Thence Northerly along said East line of said parcel to a line parallel with and 700 feet, more or less, North of the South tine of the Northeast quarter of the Northwest quarter of said Section 29; - Thence Easterly along said parallel line to the North-South centerline of said Section 29; 4-7:04004006.007 2 of 4 EXHIBIT "A", Continued (May 23, 1991) Thence Southerly along said North-South centerline to the centerline of South 27th Street (S.E. 164th Street); Thence Westerly along said centerline to the Northerly extension of the East margin of 106th Place S.E.; Thence Southeasterly along said East margin, its Northerly extension, and its Southerly extension to the North margin of South 29th Street (S.E. 166th Street); Thence Easterly along said North margin and its Easterly extension to the East margin of Kennewick Avenue S.E. (109th Avenue S.E.) Thence Southerly along said East margin, and its Southerly extension to the South Line of the Northeast quarter of said Section 29; Thence Westerly along said South line to the Westerly margin of said Benson Road; Thence Northerly and Northwesterly along said Westerly margin to the North line of the Southeast quarter of said Northwest quarter of said Section 29; Thence Westerly along said North line to the West line of said Southeast quarter, also being the Last line of the Southwest quarter of the Northwest quarter of said Section 29; Thence Southerly along said East line 100.00 feet to the Point of Beginning. d) Beginning at a point on the South line of the Southeast quarter of Section 20, Township 23 North, Range 5 East, W.M., 930.00 feet West of the Southeast corner of said Southeast quarter; Thence Northerly along the West line of the East 930.00 feet of said Southeast quarter to the North line of the South 200.00 feet of said Southeast quarter; Thence Easterly along said North line to the West line of the East 670.00 feet of said Southeast quarter; Thence North 01050'38- East, a distance of 105.01 feet, more or less, to the North line of the South 305.00 feet of said Southeast quarter; Thence South 88.46'15" East along said North line to the West line of the East 330.00 feet of said Southeast quarter; 4-7:0400400c.007 3 Of 4 EXHIBIT "A", Continued (May 23, 1991) Thence Northerly along said West line to the South line of the plat of Parkwood South Division No. 3, as recorded in Volume 109 of Plats, pages 57 and 58, records of King County, Washington; Thence Easterly along said South line and its Easterly extension to the East line of said Southeast -quarter of Section 20; Thence Southerly along said East line to said Southeast corner of said Southeast quarter of Section 20; Thence West along the South line of said Southeast quarter, a distance of 930.00 feet to the Point of Beginning. 4-7:0400400G_007 4 of 4 EXHIBIT "B" SODS CREEK WATER & SEWER DISTRICT AND CITY OF RENTON AGREEMENT FOR THE TRANSFER OF FACILITIES AND FOR ESTABLISHMENT OF SERVICE BOUNDARIES {PROPERTIES WITHIN DISTRICT BOUNDARIES TO RECEIVE WATER SERVICE FROM CITY OF RENTON May 23, 1991 a) The plat of Ponderosa Estates, Volume 70 of lots, pages 34 and 35, records of King County, Washington. b) The East 330.00 feet of the Southeast quarter of Section 20, Township 23 North, Range 5 East, W.M.; less the South 345.00 feet thereof, more or less. cs Beginning at the intersection of the West line of the Northwest quarter of the Northeast quarter of Section 29, Township 23 North, Range 5 East, W.M., and Westerly extension of the South margin of S.E. 160th Street; Thence Easterly along said Westerly extension and said South margin to the centerline of the Bonneville Power Line right-of-way; Thence Southeasterly along said centerline to the Westerly extension of the South margin of S.E. 162nd Street; Thence Easterly along said extension and said South margin to the West line of the East 330.00 feet of said Northwest quarter; Thence North along said West line to the North line of said Northwest quarter; Thence West along said North line to the Northwest corner of said Northwest quarter; Thence South along West line of said Northwest quarter to the point of Beginning. d) Beginning at the intersection of the South line of the Northeast quarter of the Northwest quarter of Section 29, Township 23 North, Range 5 East, W.M., and the Easterly margin of Benson Road; 4a:0400400c.004 Page 1 of 8 EXHIBIT "B", Continued (May 23, 1991 ) Thence Northerly along said East margin line to a point located North 01 °42'40" East, a distance of 749.65 feet and North 88°17'20" West, a distance of 191.67 feet, more or less, from a point on the centerline of South 27th Street (S.E. 164th Street) 255.00 feet East of the Easterly margin line of Benson Road; Thence South 88°17'20" East, a distance of 191.67 feet, more or less, to a point located North 01'42'40" East, a distance of 749.65 feet, more or less, from said point on the centerline of said South 27th Street; Thence South 01"42'40" West, a distance of 749.65 feet, more or less, to said point on the centerline of said South 27th Street, also being said South line of the Northeast quarter of the Northwest quarter of said Section 29; Thence Westerly along said South line to the Point of Beginning; LESS the Southerly 400.00 feet thereof. e) The West half of Lot 3, Block 2, of the Plat of Aker's Farms No. 5, recorded in Volume 40 of Plats, page 27, records of King County, Washington. f) The East 150.00 feet of the Southeast quarter of the Southwest quarter of the Northwest quarter of Section 29, Township 23 North, Range 5 East, W.M. g) Beginning at a point described as the intersection of the South margin line of South 192nd Street, also described as a line parallel with and 30.00 feet South of the North line of the Northwest quarter of Section 6, Township 22 North, Range 5 East, W.M., in King County, Washington, with the Easterly right-of- way margin of Primary State Highway No. 5 (State Route No. 167); Thence Easterly along said parallel line to the North-South centerline of said Section 6; Thence Southerly along said centerline to the Northwest corner of Tract 1, Spring Brook Acre Tracts, as recorded in Volume 12 of Plats, page 60, records of King County, Washington; Thence Easterly, Northerly, and Easterly along the North line of said Tract 1 to the Westerly margin of 96th Avenue South , also known as John Langston Road or Springbrook Road; 4-7:04004009.004 Page 2 of 8 EXHIBIT "B", Continued (May 23, 1991 ) Thence Southerly along said Westerly margin, a distance of 320 feet± to the Westerly extension of the most Northerly line of Tract 8, of said plat of Spring Brook Acre Tracts; Thence South 74050'00" East along said extension to the Easterly margin of said 96th Avenue Southeast and continuing South 7450'00" East along said most Northerly line, a distance of 189.00 feet; Thence South 00°44'00" East, a distance of 188.40 feet; Thence South 58938'00" East, a distance of 89.35 feet along the line common to Tracts 8 and 9, said plat of Spring Brook Acre Tracts; Thence North 41622'00" East, a distance of 128.10 feet; Thence South 64°22'00" East, a distance of.275.60 feet; Thence South 16658'00" West, a distance of 239.80 feet; Thence South 31"43'00" East, a distance of 210.90 feet; Thence South 68°25'00" East, a distance of 99.50 feet; Thence South 60°35'30"" East, a distance of 28.17 feet to the most Northerly corner of Tract 7, said plat of Spring Brook Acre Tracts; Thence South 00°12'30" East, a distance of 396.04 feet; Thence South 39°31'00" East, a distance of 383.85 feet; Thence North 89632'00" East, a distance of 340.00 feet to the East line of the Northeast quarter of said Section 6, said East line also being the West line of Section 5, Township 22 North, Range 5 East, W.M.; Thence North along a line common to said Sections 5 and 6, a distance of 21.50 feet to a point that lies North 006 12'30" West, a distance of 241.50 feet from the Southwest corner of the Southwest quarter of the Northwest quarter of said Section 5; Thence North 40041'00" East, a distance of 230.30 feet; A-roaooaooq.00a Page 3 of 8 EXHIBIT "B", Continued (May 23, 1991 ) Thence South 84"12'00" East, a distance of 245.90 feet; Thence South 34°26'00" East, a distance of 147.30 feet; Thence South 14°49'00" East, a distance of 257.44 feet to a line 30.00 feet North of, as measured at right angles from, and lying parallel with, the South line of the Northwest quarter of said Section 5: Thence Easterly along said parallel line to the West line of the East one-half of the Southwest quarter of the Northwest quarter of said Section 5; Thence North 00°31'17" East along said West line, a distance of 190.00 feet; Thence South 88°38'33" East, to the East line of the West 115.00 feet of the East half of said Southwest quarter of the Northwest quarter; Thence South 00°31'17" West along said East line, a distance of 190.00 feet to the North margin of said Southeast 200th Street; Thence South 88°38'33" East along said North margin, a distance of 377.82 feet to the West line of the East 156.00 feet of said Southwest quarter of the Northwest quarter; Thence North 00°39' 11 " West along said West line, also being the West fine of the plat of Parkridge East 1, as recorded in Volume 132 of Plats, pages 45 and 46, records of King County, Washington, a distance of 918.18 feet to the South line of Lot 2, Short Plat No. R877058, recorded under Auditor's File No.'s 7803010983 and 7808100855, records of King County, Washington; Thence North 89°20'49" West, a distance of 59.00 feet; Thence South 85017'46" West, a distance of 80.31 feet; Thence North 89°24'30" West, a distance of 96.01 feet; Thence North 0500911 " West, a distance of 111.45 feet; Thence North 53°49'07" East, a distance of 198.22 feet; 4-7:04004009_004 Page 4 of 8 EXHIBIT "B", Continued (May 23, 1991) Thence South 48°37'32" East, a distance of 118.20 feet to the Northeast corner of said Lot 2; Thence North 69°22'46" East, a distance of 165.28 feet to the East line of the Southwest quarter of the Northwest quarter of said Section 5; Thence North 00'39'11" East along said East line, a distance of 147.85 feet to the North line of said Southwest quarter; Thence Westerly along said North line to the West line of said Section 5, also being the East line of said Tract 9, of said plat of Spring Brook Acre Tracts; Thence Northerly along said East line to a point that lies 271.50 feet South, as measured along said East line from the Northeast corner of said Tract 9; Thence North 78'21 "42" West, a distance of 336.34 feet; Thence North 26°09'56" West, a distance of 106.78 feet; Thence North 83'20'02" West, a distance of 289.79 feet; Thence North 70'34'46" West to an intersection with the Southerly extension of the West line of the plat of Springbrook Terrace, as recorded in Volume 131 of Plats, pages 55 through 58 as amended, records of King County, Washing- ton; Thence Northerly along said Southerly extension to the Southwest corner of said plat of Springbrook Terrace; Thence North 86000'00" West a distance of 509.65 feet to the East line of the old right-of-way margin of 96th Avenue South, as established October 5, 1931; (also known as John Langston Road or Springbrook Road) Thence Northwesterly and Northerly along said Easterly right-of-way margin to the South line of the North 425 feet of the Northwest quarter of the Northeast quarter of the Northeast quarter of said Section 6; Thence South 88'27'05" East to the West line of said plat of Springbrook Terrace; 4-7:0400400o_004 Page 5 of 8 EXHIBIT "B", Continued (May 23, 1991) Thence Northerly along said West line and its Northerly extension to the North line of said Section 6, also being the South line of Section 31, Township 23 North, Range 5 East, W.M.; Thence Easterly along said South line to the East line of the West 1,003.00 feet of the Southeast quarter of the Southeast quarter of Section 31, Township 23 North, Range 5 East, W.M.; Thence Northerly along said East line to the North line of the Southeast quarter of said Section 31; Thence Easterly along said North line to the East quarter corner of said Section 31, of said East quarter corner also being the Southwest corner of the Northwest quarter of Section 32, Township 23 North, Range 5 East; Thence Northeasterly to a point 600.00 feet North and 550.00 feet East of said Southwest corner; Thence Northerly along a line parallel with and 550.00 feet East of the West line of said Northwest quarter to a point 900.00 feet North and 550.00 feet East of said Southwest corner; Thence Northwesterly to a point on said West line of the Northwest quarter of said Section 32, 1,200.00 feet North of the said Southwest corner; Thence Northerly along said West line of said Northwest quarter, and the West line of Section 29, Township 23 North, Range 5 East, W.M., to the North line of the South half of the Southwest quarter of the Southwest quarter of said Section 29; Thence Easterly along said North line a distance of 802 feet, more or less, to the Southerly extension of the West line of Lot 4 of King County Short Plat No. 577051, Recording No. 7902080736; Thence North 01 °52'36" East along said Southerly extension and the West line of the said Lot 4 to the Northwest corner thereof; Thence Easterly along the North line of said Lot 4 and its Easterly extension, also being the North line of the South half of the North half of the Northwest quarter of the Southwest quarter of said Section 29, to the East margin of State Route 515 right-of-way; 4-7.04004000,004 Page 6 of 8 EXHIBIT "B", Continued (May 23, 1991 ) Thence Northerly along said East margin to the North line of the Southwest quarter of said Section 29; Thence Westerly along said North line to the West line of said Section 29, said line also being the East line of Section 30, Township 23 North, Range 5 East, W. M.; Thence Southerly along said East line to the South line of the North 100.00 feet of the Southeast quarter of said Section 30; Thence Westerly along said South line to the West line of the East 750.00 feet of said Southeast quarter; _ Thence Southerly along said West line to the South line of the North half of the North half of the Northeast quarter of said Southeast quarter of said Section 30; Thence Westerly along said South line to the Westerly margin line of 96th Avenue South, also known as Talbot Road or Springbrook Road; F Thence Southerly along said Westerly margin line to the South line of the Northeast quarter of the Southeast quarter of said Section 30; Thence Easterly along said South line to the centerline of said 96th Avenue South; Thence Southerly along said centerline to the South line of said Section 30, said line also being the North line of Section 31, Township 23 North, Range 5 East, W. M.; Thence continuing Southerly along said centerline of 96th Avenue South to the South right-of-way line of South Carr Road, said right-of-way being 80.00 feet in width; Thence Northeasterly along said South right -of --way line of South Carr Road to the North line of the Southeast quarter of the Northeast quarter of said Section 31, 4-7:0400400x.004 Page 7 of 9 EXHIBIT "B", Continued (May 23, 1991) Thence Easterly along said North line to the West line of the East half of the East half of said Northeast quarter of Section 31; Thence Southerly along said West line to the North line of the South half of the South half of said Northeast quarter; Thence Westerly along said North line to said centerline of 96th Avenue South; Thence Southerly along said centerline to the South line of the North 133.00 feet of the South half of the South half of said Northeast quarter of said Section 31; Thence Westerly along said South line to the West line of the East 265.00 feet of the West half of the Northeast quarter of said Section 31; Thence Northerly along said West line to the North line of the South half of the South half of the Northeast quarter of said Section 31; Thence Westerly along said North line to the West line of the East half of the Northeast quarter of the Southwest quarter of the Northeast quarter of said Section 31; Thence Northerly along said West line and continuing along its Northerly extension to the North margin line of South 180th Street (also known as South 43rd Street); Thence Westerly along said North. margin line to the East margin line of P.S.H. No. 5 (State Highway No. 167); Thence Southerly along said East margin line to the South line of said Section 31, said line also being the North line of Section 6, Township 22 North, Range 5 East, W.M., and continuing Southerly along said East margin line to the Point of Beginning on the South margin line of South 192nd Street and a terminus of this boundary description. 4-7:O4OO4O0Q.004 Page 8 of 8 EXHIBIT "C" SODS CREEK WATER & SEWER DISTRICT AND CITY OF RENTON AGREEMENT FOR THE TRANSFER OF FACILITIES AND FOR ESTABLISHMENT OF SERVICE BOUNDARIES WATER SERVICE BOUNDARY LINE May 23, 1991 Beginning at a point described as the intersection of a line parallel with and 180.00 feet South of the North line of the Northwest quarter of Section 6, Township 22 North, Range 5 East, W.M., in King County, Washington, with the Easterly right-of-way margin of Primary State Highway No. 5 (State Route No. 167); Thence Easterly along said parallel line to the'North-South centerline of said Section 6; Thence Southerly along said centerline to the Northwest corner of Tract 1, Spring Brook Acre Tracts, as recorded in Volume 12 of Plats, page 60, records of King County, Washington; Thence Easterly, Northerly, and Easterly along the North line of said Tract 1 to the Westerly margin of 96th Avenue South, also known as John Langston Road or Springbrook Road; Thence Southerly along said Westerly margin, a distance of 320 feet ± to the Westerly extension of the most Northerly line of Tract S, of said plat of Spring Brook Acre Tracts; Thence South 74°50'00" East along said extension to the Easterly margin of said 96th Avenue Southeast and continuing South 74050`00" East along said most Northerly line, a distance of 189.00 feet; Thence South 00°44'00" East, a distance of 188.40 feet; Thence South 58038'00" East, a distance of 89.35 feet along the line common to Tracts 8 and 9, of said plat of Spring Brook Acre Tracts; Thence North 41 °22'00" East, a distance of 128.10 feet; Thence South 64°22'00" East, a distance of 275.60 feet; 4-7:0400400U.005 Page 1 of 8 EXHIBIT "C", Continued (May 23, 1991 ) Thence South 16'58'00" West, a distance of 239.80 feet; Thence South 31'43'00" East, a distance of 210.90 feet; Thence South 68°25'00" East, a distance of 99.50 feet; Thence South 60°35'30" East, a distance of 28.17 feet to the most Northerly corner of Tract 7, of said plat of Springbrook Acre Tracts; Thence South 00°12'30" East, a distance of 396.04 feet; Thence South 39°31'00" East, a distance of 383.85 feet; Thence North 89°32'00" East, a distance of 340.00 feet to the East line of the Northeast quarter of said Section 6, said East line also being the Vilest line of Section 5, Township 22 North, Range 5 East, W.M.; Thence North along aline common to said Sections 5 and 6, a distance of 21.50 feet to a point that lies North 00� 12'30" West, a distance of 241.50 feet from the Southwest corner of the Southwest quarter of the Northwest quarter of said Section 5; Thence North 40°41'00" East, a distance of 230.30 feet; Thence South 84012'00" East, a distance of 245.90 feet; Thence South 34°26'00" East, a distance of 147.30 feet; Thence South 14°49'00" East, a distance of 257.44 feet to a line 30.00 feet North of, as measured at right angles from, and lying parallel with, the South line of the Northwest quarter of said Section 5: Thence Easterly along said parallel line to the West line of the East one-half of the Southwest quarter of the Northwest quarter of said Section 5; Thence North 00°31'17" East along said West line, a distance of -190.00 feet; Thence South 88°38'33" East, to the East line of the West 115.00 feet of the East half of said Southwest quarter of the Northwest quarter; 4-7.0400400g_005 Page 2 of 8 EXHIBIT "C", Continued (May 23, 1991) Thence South 00°31'17" West along said East line, a distance of 190.00 feet to the North margin of said Southeast 200th Street; Thence South 88°38'33" East along said North margin, a distance of 377.82 feet to the Vilest line of the East 156.00 feet of said Southwest quarter of the Northwest quarter; Thence North 00039'11" West along said West line, also being the West line of the plat of Parkridge East 1, as recorded in Volume 132 of Plats, pages 45 and 46, records of King County, Washington, a distance of 918.18 feet to the South line of Lot 2, Short Plat No. R877058, recorded under Auditor's File No.'s 78030! 0983 and 7808100855, records of King County, Washington; Thence North 89°20'49" West, a distance of 59.00 feet; Thence South 85°17'46" West, a distance of 80.31 feet; Thence North 89°24'30" West, a distance of 96.01 feet; Thence North 05°09'11" West, a distance of 111.45 feet; Thence North 53°49'07" East, a distance of 198.22 feet; Thence South 48°37'32" East, a distance of 118.20 feet to the Northeast corner of said Lot 2; Thence North 69°21'46" East, a distance of 165.28 feet to the East line of the Southwest quarter of the Northwest quarter of said Section 5; Thence North 00°39' 11 " East along said East line, a distance of 147.85 feet to the North line of said Southwest quarter; Thence Westerly along said North line to the West line of said Section 5, also being the East line of said Tract 9, of said plat of Spring Brook Acre Tracts; Thence Northerly along said East line to a point that lies 271.50 feet South, as measured along said East line the from Northeast corner of said Tract 9; Thence North 78°21'42" West, a distance of 336.34 feet; 4-7:O40O4OOQ_M5 Page 3 of 8 EXHIBIT "C", Continued (May 23, 1991) Thence North 26'09'56" West, a distance of 106.78 feet; Thence North 83°20'02" West, a distance of 289.79 feet; Thence North 70°34'46" West to an intersection with the Southerly extension of the West line of the plat of Springbrook Terrace, as recorded in Volume 131 of Plats, pages 55 through 58, as amended, records of King County, Washington; Thence Northerly along said Southerly extension to the Southwest corner of said plat of Springbrook Terrace; Thence North 86°00'00" West, a distance of 509.65 feet to the East line of the old right-of-way margin- of 96th Avenue South, also known as John Langston Road or Springbrook Road; Thence Northwesterly and Northerly along said Easterly right-of-way margin to the South line of the North 425 feet of the Northwest quarter of the Northeast quarter of the Northeast quarter of said Section 6; Thence South 88°27'05" East to the West line of said plat of Springbrook Terrace; Thence Northerly along said West line and its Northerly extension to the North line of said Section 6, also being the South line of Section 31, Township 23 North, Range 5 East, W.M.; Thence Easterly along said South line to the East quarter corner of said Section 31, said East quarter corner also being the Southwest corner of the Northwest quarter of Section 32, Township 23 North, Range 5 Fast; Thence Northeasterly to a point 600.00 feet North and 550.00 feet East of said Southwest corner; Thence Northerly along a line parallel with and 550.00 feet East of the West line of said Northwest quarter to a point 900.00 feet North and 550.00 feet East of said Southwest corner; Thence Northwesterly to a point on said West line of the Northwest quarter of said Section 32, a distance of 1,200.00 feet North of the said Southwest corner; 4-7.04004001j.005 Page 4 of 8 EXHIBIT "C", Continued (May 23, 1991) Thence Northerly along said West fine of said Northwest quarter, and the West line of Section 29, Township 23 North, Range 5 East, W.M., to the North line of the South half of the Southwest quarter of the Southwest quarter of said Section 29; Thence Easterly along said North line, a distance of 802 feet, more or less to the Southerly extension of the West line of the Lot 4 of King County Short Plat No. 577051, Recording No. 790280736; Thence North 01 °52'36" East along said southerly extension and the West line of said Lot 4 to the Northwest corner thereof; Thence Easterly along the North line of said Lot 4 and its Easterly extension, also being the North line of -the South half of the North half of the Northwest quarter of said Section 29, to the East margin of State Route 515 right-of-way; Thence Northerly along said East margin to the North line of the Southwest quarter of said Section 29; Thence Easterly along said North line to the centerline of Cedar Avenue South (104th Avenue S.E.), said centerline also being the East line of the Southwest - quarter of the Northwest quarter of said Section 29; Thence Northerly along said East line to the Westerly extension of the South line of Lot 2 of City of Renton Short Plat No. 071-85; Thence Easterly along the South line and said Westerly extension to the East line of said lot; Thence Northerly along said East line to the Northeast corner of said lot; Thence continuing Northerly along the East line of Lot 1 of said Short Plat to the Northeast corner of said Lot 1; Thence Westerly along the North line of said lot and the Westerly extension thereof to said East line of the Southwest quarter of the Northwest quarter of said Section 29; Thence Northerly along said East line to the South line of the North 100.00 feet of the Southwest quarter of the Northwest quarter of said Section 29; 4-7:04004004_005 Page 5 of 8 EXHIBIT "C", Continued (May 23, 1991) Thence Westerly along said South line to the West line of the East 100.00 feet of the West half of the Northwest quarter of said Section 29; Thence Northerly along said West line to the North line of the South 100.00 feet of the North half of the Northwest quarter of said Section 29; Thence Easterly along said North line to its intersection with the Westerly margin line of Benson Road; Thence Southerly along said West margin line to its intersection with the South line of the North half of the Northwest quarter of said Section 29; Thence Easterly along said South line to its intersection with the Easterly margin line of Benson Road; Thence Northerly along said East margin line to the South line of the following described parcel: Beginning at a point located North 01°42'40" East, a distance of 749.65 feet and North 8817'20" West, a distance of 191.67 feet, more or less, from a point on the centerline of South 27th Street (S.E. 164th Street), a distance of 255.00 feet East of the Easterly margin line of Benson Road; Thence South 88°17'20" East, a distance of 191.67 feet, more or less, to a point located North 01042'40" East, a distance of 749.65 feet, more or less, from said point on the centerline of said South 27th Street; Thence South 01042'40" West, to a line parallel with and 400.00 feet North of the South line of the Northeast quarter of the Northwest quarter of said Section 29; Thence West along said parallel line to the Easterly margin of Benson Road; Thence Northerly along said Easterly margin to the Point of Beginning of this parcel's description; Thence Easterly along said South line of the above-described parcel to the East line of said parcel; 4-7:0400400q.005 Page 6 of 8 EXHIBIT "C", Continued (May 23, 1991 ) Thence Northerly along said East line of said parcel to a line parallel with and 700 feet, more or less, North of the South line of the Northeast quarter of the Northwest quarter of said Section 29; Thence Easterly along said parallel line to the North-South centerline of said Section 29; Thence Northerly along said North-South centerline to the South margin of S.E. 160th Street (BOW LAKE PIPELINE - CITY OF SEATTLE WATER DEPART- MENT); Thence Easterly along said South margin to the centerline of the Bonneville Power Line right-of-way; Thence Southeasterly along said right-of-way centerline to the Westerly extension of the South margin of S.E. 162nd Street; Thence Easterly along said extension and said South margin to the Southerly extension of the West line of the East 330.00 feet of the Northwest quarter of the Northeast quarter of said Section 29; Thence North along said West fine to the North line of the Northeast quarter of said Section 29, also being the South line of Section 20, Township 23 North, Range 5 East, W.M.; Thence Easterly along said South line of said Section 20 to the West line of the East 930.00 feet of the Southeast quarter of said Section 20; Thence Northerly along said West line to the North line of the South 200.00 feet: of said Southeast quarter; Thence Easterly along said North line to the West line of the East 670.00 feet of said Southeast quarter; Thence North 01c'50'38" East, a distance of 105.01 feet to the North line of the South 305 feet, more or less, of said Southeast quarter, Thence South 88046'15" East along said North line to the West line of the East 330.00 feet of said Southeast quarter; 4-7.0400400a_005 Page 7 of 8 EXHIBIT "C", Continued (May 23, 1991 ) Thence Northerly along said West line to the South line of the Plat of Parkwood South Division No. 3, as recorded in Volume 109 of Plats, pages 57 and 58, records of King County, Washington; Thence Easterly along said South line to the East line of said Section 20, also being the West line of Section 21, Township 23 North, Range 5 East, W.M.; Thence Northerly along said West line to the Westerly extension of the South line of the plat of Ponderosa Estates Addition, as recorded in Volume 70 of Plats, pages 34 and 35, records of King County, Washington; Thence Easterly along said extension and said South line to the Southerly margin of the Cedar River Pipeline right-of-way; Thence Southeasterly and Easterly along said Southerly right-of-way margin to the West line of the East half of the Southeast quarter of said Section 21; Thence Northerly along said West line to the North line of the Southeast quarter of the Southeast quarter of said Section 21; Thence Easterly along said North line to the East line of said Section 21, said point being on the City of Renton City Limits as established by City Ordinance 3723, and the terminus of this boundary description. 4-7:0400400g.MS Wage 8 of 8 EXHIBIT "D" SOOS CREEK WATER & SEWER DISTRICT AND CITY OF RENTON AGREEMENT FOR THE TRANSFER OF FACILITIES AND FOR THE ESTABLISHMENT OF SERVICE BOUNDARIES (DESCRIPTION OF SEWER SYSTEM TO RENTON - PONDEROSA ESTATES) May 23, 1991 The Plat of Ponderosa Estates as recorded in Volume 70 of Plats, pages 34 and 35, records of King County, Washington. 4-7:0400400G_008 1 of 1 EXHIBIT "E" SOOS CREEK WATER & SEWER DISTRICT AND CITY OF RENTON AGREEMENT FOR THE TRANSFER OF FACILITIES AND FOR THE ESTABLISHMENT OF SERVICE BOUNDARIES (DESCRIPTION OF SALE OF SEWER SYSTEM TO RENTON - SPRiNGBROOK AREA) May 23, 1991 Beginning at a point described as the intersection of a line parallel with and 180.00 feet South of the North line of the Northwest quarter of Section 6, Township 22 North, Range 5 East, W.M., in King County, Washington, with the Easterly right-of- way margin of Primary State Highway No. 5 (SR 167); Thence Easterly along said parallel line to the North-South centerline of said Section 6; Thence Southerly along said centerline to the Northwest corner of Tract 1 of Spring Brook Acre Tracts as recorded in Volume 12 of Plats, Page 60, Records of King County, Washington; Thence Easterly, Northerly and Easterly along the North line of said Tract 1 to the Westerly margin of 96th Avenue South also known as John angston Road and Springbrook Road; Thence Southerly along said Westerly margin, a distance of 320 ± feet to its intersection with the Westerly extension of the most Northerly line of Tract 8, of said Plat of Spring Brook Acre Tracts; Thence South 74°50'00" East along said extension to the intersection of said extension and the Easterly margin of said 96th Avenue South; Thence Northwesterly and Northerly along said Easterly right-of-way margin to the South line of the North 425 feet of the Northwest quarter of the Northeast quarter of the Northeast quarter of said Section 6; Thence South 88'27`05" East to the West line of said plat of Springbrook Terrace, as recorded in Volume 131, of Plats, pages 55 through 58, as amended, records of King County, Washington; Thence Northerly along said West line and its Northerly extension to the North line of said Section 6, also being the South line of Section 31, Township 23 North, Range 5 East, W.M.; Thence Easterly along said South line to the Southeast corner of the Southeast quarter of Section 31; 4-7:04004006.003 1 of 2 EXHIBIT "E", Continued (May 23, 1991 ) Thence Northerly along the East line of said Section 31 to the North line of the South half of North half of the South half of said Section 31; Thence Westerly along said North line to its intersection with the Easterly margin of Primary State Highway No. 5 (SR 167); Thence Southerly along said Easterly margin, to the Point of Beginning and the terminus of this boundary description. 4-7:044040OG_003 2 of 2 EXHIBIT "F" SCOS CREEK WATER AND SEWER DISTRICT AND CITY OF RENTON AGREEMENT FOR THE TRANSFER OF FACILITIES AND FOR ESTABLISHMENT OF SERVICE BOUNDARIES (SEWER SERVICE BOUNDARY LINES May 23, 1991 Beginning at a point described as the intersection of a line parallel with and 180.00 feet South of the North line of the Northwest quarter of Section 6, Township 22 North, Range 5 East, W.M., in King County, Washington, with the Easterly right-of- way margin of Primary State Highway No. 5 (State Route No. 167); Thence Easterly along said parallel fine to the North-South centerline of said Section 6; Thence Southerly along said centerline to the Northwest corner of Tract 1, Spring Brook Acre Tracts, as recorded in Volume 12 of Plats, page 60, records of King Coun- ty, Washington; Thence Easterly, Northerly, and Easterly along the North line of said Tract 1 to the Westerly margin of 96th Avenue South , also known as John Langston Road or Spr- ingbrook Road; Thence Southerly along said Westerly margin, a distance of 320 feet± to the Wester- ly extension of the most Northerly line of Tract 8, of said plat of Spring Brook Acre Tracts; Thence South 74°50'00" East along said extension to the Easterly margin of said 96th Avenue Southeast and continuing South 74°50'00" East along said most Northerly line, a distance of 189.00 feet; Thence South 00°44'00" East, a distance of 188.40 feet; Thence South 58°38'00" East, a distance of 89.35 feet along the line common to Tracts 8 and 9, of said plat of Spring Brook Acre Tracts; Thence North 41'22'00" East, a distance of 128.10 feet; Thence South 64°22'00" East, a distance of 275.60 feet; Page 1 of 8 4-7:04004-00g.002- 1 EXHIBIT "E", Continued (May 23, 1991) Thence South 16°58'00" West, a distance of 239.80 feet; Thence South 31043'00" East, a distance of 210-90 feet; Thence South 68°25'00" East, a distance of 99.50 feet; Thence South 6035'30" East, a distance of 28.17 feet to the most Northerly corner of Tract 7, of said plat of Spring Brook Acre Tracts; Thence South 00°12'30" East, a distance of 396.04 feet; Thence South 39°33'00" East, a distance of 383.85 feet; Thence North 89032'00" East, a distance of 340.00 feet to the East line of the North- east quarter of said Section 6, said East line also being the West line of Section 5, Township 22 North, Range 5 East, W. M.; Thence North along a line common to said Sections 5 and 6, a distance of 21.50 feet to a point that lies North 00° 12'30" West, a distance of 241.50 feet from the Southwest corner of the Southwest quarter of the Northwest quarter of said Section 5; Thence North 40441'00" East, a distance of 230.30 feet; Thence South 84012'00" East, a distance of 245.90 feet; Thence South 34°26'00" East, a distance of 147.30 feet; Thence South 14049'00" East, a distance of 257.44 feet to a line 30.00 feet North of, as measured at right angles from, and lying parallel with, the South line of the Northwest quarter of said Section 5: Thence Easterly along said parallel line to the West line of the East one-half of the Southwest quarter of the Northwest quarter of said Section 5; Thence North 00031'17" East along said West line, a distance of 190:00 feet; Thence South 88°38'33" East, to the East line of the West 115.00 feet of the East half of said Southwest quarter of the Northwest quarter; Page 2of8 4-7:04004009.002 - 2 EXHIBIT "F", Continued (May 23, 1991) Thence South 00°31'17' West along said East line, a distance of 190.00 feet to the North margin of said Southeast 200th Street; Thence South 88°38'33" East along said North margin, a distance of 377.82 feet to the West line of the East 156.00 feet of said Southwest quarter of the Northwest quarter; Thence North 0039'11" West along said West line, also being the West line of the plat of Parkridge East 1, as recorded in Volume 132 of Plats, pages 45 and 46, re- cords of King County, Washington, a distance of 918.18 feet to the South line of Lot 2, Short Plat No. R877058, recorded under Auditor's File No.'s 7803010983 and 7808100855, records of King County, Washington,- Thence ashington; Thence North 89°20'49" West, a distance of 59.00 feet; Thence South 85°17'46" West, a distance of 80.31 feet; Thence North 89°24'30" West, a distance of 96.01 feet; Thence North 05'09'11 " West, a distance of 111.45 feet; Thence North 53°49'07" East, a distance of 198.22 feet; Thence South 48037'32" East, a distance of 118.20 feet to the Northeast corner of said Lot 2; Thence North 69°21'46" East, a distance of 165.28 feet to the East line of the South- west quarter of the Northwest quarter of said Section 5; Thence North 00'39'11 " East along said East line, a distance of 147.85 feet to the North line of said Southwest quarter; Thence: Westerly along said North line to the West line of said Section 5, also being the East line of said Tract 9, of said plat of Spring Brook Acre Tracts; Thence Northerly along said East line to a point that lies 271.50 feet South, as mea- sured along said East line from the Northeast corner of said Tract 9; Thence North 78"21'42" West, a distance of 336.34 feet; Thence North 26°09'56" West, a distance of 106.78 feet; Page 3of8 4-7:04004OOp_002 . 3 EXHIBIT "F", Continued (May 23, 1991) Thence North 83°20'02" West, a distance of 289.79 feet; Thence North 70°34'46" West to an intersection with the Southerly extension of the West line of the plat of Springbrook Terrace, as recorded in Volume 131 of Plats, page 55 through 58, as amended, records of King County, Washington; Thence Northerly along said Southerly extension to the Southwest corner of said plat of Springbrook Terrace; Thence North 5600'00" West, a distance of 509.65 feet to the East line of the old right-of-way margin of 96th Avenue South, also known as John Langston Road or Springbrook Road; Thence Northwesterly and Northerly along said Easterly right-of-way margin to the South line of the North 425 feet of the Northwest quarter of the Northeast quarter of the Northeast quarter of said Section 6; Thence South 8827'05" East to the West line of said plat of Springbrook Terrace; Thence Northerly along said West line and its Northerly extension to the North line of said Section 6, also being the South line of Section 31, Township 23 North, Range 5 East, W.M.; - Thence Easterly along said South line to the Southeast cornerof the Southeast quarter of Section 31; Thence Northerly along the East line of said Southeast quarter to the Northeast corner thereof, also being the Southeast corner of the Northwest quarter of Section 32, Township 23 North, Range 5 East, W.M.; Thence Easterly along the South line of said Northwest quarter to the Southwest corner of the Southwest quarter of said Northwest quarter; Thence Northerly along said East line of said Southwest quarter to the South line of the North 200.00 feet thereof; Thence Westerly along said South line to the East line of the West half of said South- west quarter; Thence Northerly along said East line to the North line of said Southwest quarter; Page 4 of 8 4-7.0400400p.002 - 4 EXHIBIT "F', Continued (May 23, 1991) Thence Westerly along said North line to the West line of said Northwest quarter of said Section 32, also being the East line of the Northeast quarter of said Section 31; Thence Northerly along said East line to the Northerly margin of South 179th Street, also known as Carr Road, est. 11-27-17; Thence Westerly along said Northerly margin, said margin being a curve to the left, the center of which bears South 00°01'50" West, having a radius of 1,462.69 feet, through a central angle of 02°21'07", an arc distance of 60.04 feet to the Easterly most corner of Lot 42, Plat of Scott's Terrace, (Recording No. 761680) as recorded in Volume 72 of Plats, pages 39 and 40, records of King County, Washington; Thence continuing along the Northeasterly boundary of said plat the following bear- ings and distances: Thence North 60°04'34" West, a distance of 250.34 feet; Thence North 17°02'46" West, a distance of 112.00 feet; Thence North 01 13'36" East, a distance of 268.68 feet; Thence North 22°31'55" West, a distance of 180.92 feet; Thence North 89°03'13" West, a distance of 565.00 feet to the centerline of Talbot Road, also known as 96th Avenue South; Thence Northerly along said centerline of Talbot Road to the North line of said Section 31, also being the South line of Section 30, Township 23 North, Range 5 East, W.M.; Thence continuing Northerly along said centerline of Talbot Road to the South line of the North 100.00 feet of the South half of the Northeast quarter of the Southeast quarter of said Section 30; Thence Easterly along said South line to the East line of said Southeast quarter of said Section 30, also being the West line of Southwest quarter of Section 29, Township 23 North, Range 5 East, W.M.; Thence Northerly along said West line to the North line of the South half of the North- west quarter of the Southwest quarter of said Section 29; Page 5of8 4.7.0400400n.002 - 5 EXHIBIT "F", Continued (May 23, 1991) Thence North 8839'49" East along said North line to the Easterly margin of State Route 515; Thence Northerly along said Easterly margin to the North line of said Southwest quarter of said Section 29, also being the South line of the Northwest quarter of said Section 29; Thence East along said South line to the West line of the Southeast quarter of the Northwest quarter of said Section 29; Thence Northerly along said West line to the Westerly extension of the South line of Lot 4, Block 2, plat of Aker's Farms No. 5, as recorded in Volume 40 of Plats, page 27, records of King County, Washington: Thence Easterly along the South line of said Lot 4 to the East line of the West half of said lot; Thence Northerly along said East line, and the Northerly extension thereof, to the South fine of Lot 1, Block 2, of said plat of Aker's Farms No. 5; Thence Easterly along said South fine to the West line of the East 62.50 feet of said Lot 1; Thence Northerly along said West line to the Northerly fine of said Lot 1, also being the Southerly margin of Southeast 166th Street; Thence Northeasterly to a point on the Northerly margin of said Southeast 166th Street, which lies 237.41 feet East of said West line of the Southeast quarter of the Northwest quarter of said Section 29, said point also described as the Southwest corner of Lot 4 of Tract A, said plat of Aker's Farms No. 5; Thence North 24°02'04" East, a distance of 364.47 feet along the Westerly line of said Lot 4 to the Westerly margin of Benson Road, also known as Secondary State Highway 5C; Thence Southeasterly along said Westerly margin of Benson Road to the Westerly extension of the South margin of South 29th Street; Thence Easterly along said Westerly extension and said South margin of South 29th Street to the Southerly extension of the Easterly margin line of 106th Place South- east; Page 6 of 8 4-7:0400400Q.002 - 8 EXHIBIT "F" Continued (May 23, 1991) Thence Northerly along said Southerly extension and continuing Northerly along said Easterly margin line and its Northerly extension to the centerline of Southeast 164th Street, (also known as South 27th Street); Thence Easterly along said centerline to the East line of said Northwest quarter of Section 29, also being the West line of the Northeast quarter of said Section 29; Thence Northerly along said West line to the North line of the South 430.00 feet of the Northwest quarter of said Northeast quarter of Section 29; Thence Easterly along said North line to the East line of the West 450.00 feet of said Northwest quarter; Thence Northerly along said East line to its intersection with the Westerly extension of the South margin of Southeast 162nd Street; Thence Easterly along said Westerly extension and said South margin to the West line of the East 330.00 feet of said Northwest quarter; Thence Northerly along said West line to the North line of said Section 29, also being the South line of Section 20, Township 23 North, Range 5 East, W.M.; Thence Easterly along said South line of said Section 20, to the West line of the East 930.00 feet of the Southeast quarter of said Section; Thence Northerly along said West line to the North line of the South 200.00 feet of said Southeast quarter; Thence Easterly along said North line to the West line of the East 670.00 feet of said Southeast quarter; Thence North 01'50"38" East, a distance of 105.01 feet to the North line of the South 305 feet, more or less, of said Southeast quarter; Thence South 88"46'15" East along said North line to the West line of the East 330.- 00 feet of said Southeast quarter; Thence Northerly along said West line to the South line of the plat of Parkwood South Division No. 3, as recorded in Volume 109 of Plats, pages 57 and 58, records of King County, Washington; Page 7 of 8 4-7:04004000.002 - 7 EXHIBIT "F", Continued (May 23, 1991 ) Thence Easterly along said South line to the East line of said Section 20, also being the West line of Section 21, Township 23 North, Range 5 East, W.M.; Thence Northerly along said West line to the Westerly extension of the South fine of the plat of Ponderosa Estates Addition, as recorded in Volume 70 of Plats, pages 34 and 35, records of King -County, Washington; Thence Easterly along said extension and said South line to the Southerly margin of the Cedar River Pipeline right -of -'way; Thence Southeasterly and Easterly along said Southerly right-of-way margin to the West line of the East half of the Southeast quarter of said Section 21; Thence Northerly along said West line to the North line of the Southeast quarter of the Southeast quarter of said Section 21; Thence Easterly along said North line to the East line of said Section 21, said point being on the City of Renton City Limits, as established by City Ordinance 3723, and the terminus of this boundary description. Page 8of8 4- 7:04004008.002- 8 r ORIGINAL CAG -91-083 Addendum 1-04 FIRST ADDENDUM TO CITY OF RENTON & SOOS CREEK WATER AND SEWER DISTRICT AGREEMENT FOR THE TRANSFER OF FACILITIES AND FUR THE ESTABLISHMENT OF SERVICE BOUNDARIES THIS ADDENDUM, made and entered into this day of 2004, by and between the CITY OF RENTON, a Washington mune ipal corporation., hereinafter referred to as "the City", and SOOS CREEK WATER AND SEWER DISTRICT, a Washington municipal corporation, hereinafter referred to as "the District", both being duly organized and existing under and by virtue of the laws of the State of Washington., WITNESSETII: WHEREAS, with effective date of the 6`h day of August, 1991, the City and the District entered into the following agreement_ CITY OF RENTON & SOOS CREEK WATER AND SEWER DISTRICT AGREEMENT FOR THE TRANSFER OF FACILITIES AND FOR THE ESTABLISHMENT OF SERVICE BOUNDARIES (1991 AGREEMENT); and WHEREAS, by mutual agreement, in 1997 the City and the District amended the boundaries as contained in the Agreement by the execution of the following agreement CITY OF RENTON and SODS CREEK WATER AND SEWER DISTRICT INTERLOCAL AGREEMENT FOR THE ESTABLISHMENT OF SERVICE BOUNDARIES (1997 AGREEMENT); and WHEREAS, the 1997 AGREEMENT left all obligations of the 1991 AGREEMENT intact, changing only the service area descriptions of the 1991 AGREEMENT; and First Addendum to Renton/Soos Creek Agreement for the Transfer of Facilities and Establishment of Service Area Boundaries - 1 WHEREAS, the parties now desire to modify the 1991 AGREEMENT as to Moth terns and service area; and WHEREAS, the 1991 AGREEMENT as modified by the 1997 AGREEMENT, and by this Addendum, will continue to provide for maximum efficient use of existing and future facilities, and orderly and efficient water and sanitary sewer system planning. NOW, THEREFORE; IT IS HEREBY AGREED by and between the parties hereto as follows: 1. Sale of Springbrook Area Sewer System to Renton. The parties have agreed that in consideration of the mutual agreements contained herein, that all payment obligations contained in Section 6. and Section 7. of the 199I AGREEMENT regarding the sale of the Springbrook Sewer System to Renton shall be deemed to have been satisfied in full, and Renton shall have no further payment or accounting obligation there for. 2. Amended Terms for Service and Payment by District for Stonehaven Area. The parties agree that as an alternative the District may connect the Stonehaven and adjacent area, as shown on Exhibit "A" which is by reference incorporated herein, to the South 47`h Street sewer line of Renton, generally in the manner shown on said Exhibit. In the event of such alternate connection, and in consideration thereof, the District shall pay one half of the General Facilities Charges it co Hects from such area to Renton, after the property owner has made such payment to the District. Total payment will be dependent upon the number of units utilizing such alternate connection, when the charge is paid, the rate at the time of connection, and the number of units developed. 3. Termination on Build -out. The terms hereof with regard to the Stonehaven and adjacent area shall terminate and be of no further force or effect upon completion of build -out within that area. 4. Remaining Obligations Intact. Nothing herein shall be construed to alter the rights, responsibilities, liabilities, or obligations of either the City or the District pursuant to either the 1991 AGREEMENT or the 1997 AGREEMENT, previously executed by the parties, except as specifically set forth herein. Approved by Resolution No. 3681 of the City Council of the CITY OF RENTON, Washington, at its regular meeting held on the 22nd day of December 2om. 2003 First Addendum to Renton/Soos Creek Agreement for the Transfer of Facilities and Establishment of Service Area Boundaries - 2 CITE' OF RENTON Title: Kathy Keolker-Wheeler, Moor Attest: �• C _ela --- City Clerk - Bonnie I. Walton Approved by Resolution No. 2545-S of the Board of Commissioners of SOOS CREEK WATER AND SEWER DISTRICT of King County, Washington, at its regular meeting held on 1he 7th day of January '=m. 2004 SOOSCREEV, A ERATDSE7ERDISTRICT 13v Philip Su Ivan, President of Hoard By- "-� o f. ernemQvmniud, Secretary of Board Randy Reece, Acting First Addendum to Renton/Soos Creek Agreement for the Transfer of Facilities and Establishment of Service Area Boundaries - 3 CAG -91-083 Addendum 1-04 GRINDER PUMF$ r � . r I r � i I 1 r , r i r c i r k I + I / CITY Of RENTON / SCWSD i-i,[F.RLQi AL _1 jtU-'-% ; rT_ SERVICE AREA BOUNDARIES. F—XHM[T A LEGEND mere ww �— c.ss a.`w• ns.nu --►s-�-- era r� anean rw.a.w 1 1,('y is -71-1171 CONTRACT ICOR WATER SUPPLY AND OfNT STORAGE AND TRANSNUSSION This contract is made this 1st day of January, 1993, by and between the CITY OF RENTON ("City") and BRYN MAWR-LAKERIDGE WATER AND SEWER DISTRICT ("District"), both municipal corporations of the State of Washington. For and in consideration of the covenants and agreements contained herein, the parties agree as follows: I . Pur„pose of Contract. The purpose of this contract is to provide an agreement for operating and maintaining jointly used storage and transmission facilities, and to ensure that the District will receive the water supply and jointly used facilities capacity stated in this contract and that the City will be compensated for providing that service. The purpose of this contract also is to supersede and replace the prior agreement between the City and King County Water District No. 63, the predecessor to the District, dated March 4, 1983, as amended by Agreement Amendment No. 1 dated December 30, 1985. 2. Definitions. The following words and phrases used in this contract shall have the following meanings: a. "City" shall mean the City of Renton, Washington and its successors in interest. :- b. "City's Maintenance and O...peration Expenses" shall be as described in Exhibit D, attached hereto and made a part hereof. The parties reserve the right to amend Exhibit D annually by letter signed by the authorized representatives of the parties. C. "District" shall mean Bryn Mawr-Lakeridge Water and Sewer District, King County, Washington and its successors in interest. d. "Joint Facilities" shall mean the reservoir, transmission pipelines; supply booster pump station, metering facilities, appurtenances and necessary land, rights-of-way, and other property rights ' required therefor, all as more specifically described in Exhibit A, attached hereto and made a part hereof. e. "Joint Facilities Costs", for Joint Facilities, shall be as described in Exhibit C, attached hereto and made a part hereof. For future joint facilities, Joint Facilities Costs shall include all costs and expenses attributable to the construction and installation of future j oint facilities and financing thereof, including but not limited to: (1) actual cost of design and constriction; (2) acquisition of land; (3) compliance with any applicable environmental policy act or procedures; (4) engineering fees; P-' DM.SUU%t=06S3_ol - 1 - (5) legal fees; (6) financial consultant fees; (7) interest during construction; (8) bond issue costs; (9) taxes; (10) publication costs; (11) contract administration costs; (12) costs in preparing, executing, and effecting any contracts; and (13) other costs and expenses relating to the planning, design, construction, installation, and financing of the future joint facilities. f. "Joint Facilities Bonds" shall mean water and sewer revenue bonds issued by the City to pay Joint Facilities Costs of the Joint Facilities or future joint facilities and any future bonds hereafter issued and sold to refund such bonds if such refunding of bonds effects a savings to the City. if only a portion of the proceeds of any issue or series of bonds is devoted to Joint Facilities Costs or to the refunding of Joint Facilities Bonds, the percentage that such portion represents of the entire proceeds shall be applied to each maturity of such bonds and the amount of each redemption of such bonds, and such amounts equal to that percentage shall be Joint Facilities Bonds. g. "Joint Facilities„ Debt Service Expense" for Joint Facilities shall be -as described in Exhibit C, Table 4. For future Joint Facilities, Joint Facilities Debt Service Expense shall include costs of issuance, interest and principal, on the Joint Facilities Bonds as defined above. 3. Construction of the Original Joint Facilities. The City has constructed the Joint Facilities and has advanced all Joint Facilities Costs therefor through the sale of Joint Facilities y Bonds. The Joint Facilities constructed shall be owned by the City. 4. Maintenance and Operation of Joint Facilities. The City shall supply the District through the Joint Facilities, and the District shall be entitled and have the enforceable right to receive therefrom, water service in (but not exceeding) the quantities specified in Exhibit B, attached hereto and made a part hereof, subject to (a) the design and actual physical capacity of the Joint Facilities to furnish that water at any one time, (b) act of God, force majeure, or other cause beyond the reasonable control of the City, (e) change in quantities specified in Exhibit B made pursuant to Paragraph 6, and (d) restrictions due to emergency and/or drought, but only to the extent that a percentage reduction in supply rate is uniformly applied to the City and the District. Programmatic water conservation shall be encouraged, but is not the subject of this agreement. The City shall maintain and operate the Joint Facilities in accordance with prevailing engineering standards and in conformity with the then current standards and requirements established by applicable State and Federal law and agencies having jurisdiction over such maintenance and operation. The City shall carry public liability insurance for the Joint Facilities with limits in accordance with standard practice or shall establish and maintain a self-insurance program for the Joint Facilities. The insurance premium or the cost of self-insurance for the Joint Facilities shall be included in the City's Maintenance and Operation Expenses. No direct cost of claims P:wNsSVuric}o030663.01 - 2 .- or other related Joint Facilities shall be allocated or charged to the District. Pursuant to reasonable notice to the City, the District shall have the right to observe the operation and maintenance of the Joint Facilities at any time. S. Access to Joint Facilities. Upon reasonable notice to the City, the District shall have access to the Joint Facilities for observation purposes only, unless agreed otherwise in advance by the parties. 6. Future Joint Facilities. Future joint facilities to be constructed shall be agreed upon by the District and the City, but in no event shall be of less capacity and quality than is required by applicable Federal, State, or County laws and regulations. The District and the City shall confer and agree upon a method for financing such facilities. The payment of the cost of such future joint facilities shall be made in accordance with Paragraph 7. If regulatory agencies with jurisdiction over the Joint Facilities validly direct the upgrading of the Joint Facilities by the making of qualitative improvements to such facilities, the City shall immediately commence the planning, design, and construction of the improvements subject to the approval of the City Council -and availability of sufficient funds to finance such improvements. 7. Financing Construction and Maintenance of Joint Facilities_ In consideration for the City's acquiring, constructing, installing, maintaining, and operating the Joint Facilities, and as a condition for use thereof and service therefrom, the District shall pay to the City the amounts provided for in Paragraph 8. All such payments shall be made at the times and in the manner specified in Paragraph 8. To finance any future joint facilities costs, the City may issue water and sewer revenue bonds (Joint Facilities Bonds) which may have a lien position on the gross revenue of the City's waterworks utility, including the system of sewerage as a part thereof, on a parity with its outstanding water and sewer revenue bonds and any bonds hereafter issued on a parity of lien with those revenue bonds. Such Joint Facilities Bonds may be issued and sold at any time after the effective date of this Contract. If there are any excess proceeds from Joint Facilities Bonds and earnings from the investment thereof after payment of all costs relating to the purposes of such Bonds, the City shall deposit such excess proceeds and earnings into the Bond Redemption Fund for such bonds for the purpose of paying principal and interest as they come due or redeem such Bonds prior to their maturity, at such time such Bonds are subject to prior redemption. The charges for the District's share of the Joint Facilities Costs and the City's Maintenance and Operation Expenses shall be deemed water service charges. FADI- MNOMO bs.m - 3 - 8. Billings and Payments- The District's billings for Joint Facilities shall be determined as follows: a. The District's total share of the Joint Facilities Debt Service Expense for Joint Facilities shall be as shown on Exhibit C, Table 4. The parties have agreed to remove Well No. 9 pump from the calculations. Exhibit C, Table 4 takes into account the sum of $127,075.88 on unpaid interest and debt service through December 31, 1992_ The derivation of the figure on unpaid interest and debt service is set forth in Table 3B of Exhibit C. The annual debt service also includes the District's share equal to $15,000.00, for a one time telemetry expense, which item is to be installed on or about the date of signing of this agreement_ This $15,000.00 shall not be adjusted. b. The District's share of future joint facilities and manner of payment therefor shall be agreed upon at the time of construction of such facilities. C. The District's share of the City's Maintenance and Operation Expenses for the water supply which supplies water to the Joint Facilities shall be computed annually by dividing the entire City's maintenance and operations cost for production and transmission only by the volume of water sold and then multiplying by the volume of water supplied to the District. The method used to determine the District's share is shown on Exhibit E, attached hereto and made a part hereof. Well No. 9 shall be included in the City's maintenance and operation cost for production and transmission and not in the Joint Facilities Debt Service Expense. City utility taxes and state excise taxes shall not be added to the payment to be made by the District to the City unless and until there is a future change in the law which would permit or require such taxation. d. The City shall bill the District once a year for the annual payments of the Joint Facilities Debt Service Expense, The City shall bill the District for the District's share of the City's Maintenance and Operation Expenses in monthly .installments based on volume of water used. The District shall pay any billing within 60 days of receipt. Charges omitted in one month may be billed in the following month. Delinquent charges shall accrue interest on the unpaid balance at the rate of 12 percent per annum from date of delinquency until paid. By October 1 of each year, the City shall notify the District of the proposed budget for the Joint Facilities showing the estimate of the City's Maintenance and Operation Expenses for the ensuing calendar year. The budget amounts. will be for informational purposes only to provide advance notice of anticipated changes, if any. The budget shall show an estimated cost per unit of volume, to be applied in determining monthly payments in Subsection d above. F -%DMS omoW.oz — 4 — Is By March I (or as soon as practical thereafter) of each year following the year for which the budget estimates apply, the City shall determine and notify the District of the actual City's Maintenance and Operation Expenses, and the actual water consumption by the District and the City for the immediately preceding calendar year or part thereof covered by this contract. If the actual requirements and expenses exceed the total payments made by the District, the District within 30 days after such notification shall pay to the City its share of that deficit. If the actual requirements and expenses for the District were less than the total payments made by the District for that preceding calendar year, the City shall retain those excess payments and credit the excess payments against the next payments due from the District. During any year, the City shall operate within the Joint Facilities budget. Should the City's Maintenance and Operation Expenses increase above budget estimates, the City may amend the budget and increase the charges to the District after notifying the District at least 90 days before the increase shall take effect. Such notification shall state the reasons for such increase. 9. Covenants to Make Payments. The District irrevocably covenants, obligates, and binds itself to pay to the City the applicable payments and charges referred to in Paragraph S as water service charges out of the gross water revenues, and/or water and sewer revenues of the District or from such other money legally available to the District for such purpose as determined by the District. T -he water service charges shall, subject to the qualification below, be treated as maintenance and operation expenses and shall expressly be made a part of the maintenance and operation expenses of the District's system in any future bond issue or other financing payable in whole or in part from the revenues of the system. Further, the water service charges shall be payable and constitute a charge prior and superior to any charge or lien of any revenue bonds issued by the District payable from the gross revenues of the system, unless such future bond issue or other financing shall be on a parity of lien on such revenues with presently outstanding revenue bonds and such outstanding bonds do not permit such priority of payment. It is recognized the District may have outstanding revenue bonds payable in whole or in part from the gross revenues of the system. Nothing in this paragraph is intended to violate, nor shall it be construed to violate, any covenants respecting those outstanding bonds, and such covenants, to the extent there is a conflict between there and this section, shall control with respect to such outstanding bonds and bonds issued on a parity therewith. The District irrevocably covenants and agrees to establish rates and collect fees for water service, which will be sufficient to pay the water service charges to the City and to meet the covenants of existing bond issues which constitute a charge upon the gross revenues of the system. The City agrees to establish rates and coUect fees for water service which will be at least sufficient to pay the expenses of maintenance and operation of the water utility of the City and meet the principal, interest, and coverage requirements of any and all revenue bonds of the City which constitute a charge upon the gross revenue of such water utility. F.\DMSkRPKv003CW.01 -5 - 10. Furnishing of Books and Records. The District and the City will make available at reasonable times for inspection and copying their books and records relating to this contract and thenar respective system and utility. At a reasonable time prior to the sale of any Joint Facilities Bonds, the District and the City shall furnish to each other all public information which the City or the District may require having a bearing on the issuance and sale of such bonds. 11. Covenant Against Assignment. Conveyance. Mer er. The District shall not assign obligations under this contract or assign or convey loeal facilities to any person or entity without first receiving the written consent for such action from the City Council. The City shall not assign its obligations under this contract or convey the Joint Facilities to any person or entity without first receiving the written consent for such action from the District Board of Commissioners. The District shall not permit the merger of it or its local facilities into another municipal corporation without the written consent of the City Council, unless the entity resulting from the merger shall assume and-agrmtoaperform ail obligations of the merging entities under this contract. 12. Holders of Joint Facilities Bonds. The obligations of the District under this contract shall run to the benefit of the holders of the Joint Facilities Bonds and bonds issued on a parity therewith. 13. Effective Date - Term of Contract - Use of Joint Facilities. Tice effective date of this contract shall be January 1, 1993. This contract shall be effective until terminated by agreement of the parties; provided, that the parties shall not terminate the agreement until December 31, 2012, or such longer periodas any Joint Facilities Bonds are outstanding or the payment thereof is not fully provided for, secured, and funded. The District shall have the right to use the Joint Facilities until this contract is terminated by agreement of the parties. 14. Participation by Others. Provision is hereby made for providing service to a third party or parties by the use of the Joint Facilities or supply from the City's or the District's system from the Joint Facilities. Such provision would be based upon: 1) a sufficient amount of unused capacity of the Joint Facilities to provide the service requested, 2) payment amounts that provide compensation to the City and the District that is adequate as determined mutually by the City and District, and 3) a mutually agreed upon distribution of such compensation between the City and the District. 15. Resolution of All Claims. This contract is a resolution of all claims by both parties as of the date of signing of this contract. Both the District and the City release all current or future claims related to past charges, methods of charging, and other monetary and equitable claims that could be raised. The District. and the City release these claims on the basis of the accounting information provided in Exhibit C. The District and City agree that the calculations contained in Exhibit C and the methodology used at arriving at those calculations FADMSlRPMQ3OW-01 - 6 - are fair and equitable to both parties and are the basis for settling claims_ Any future dispute between the parties shall be resoled by reference to these calculations and methodologies_ IN WITNESS WHEREOF, the District and the City have executed this contract as of the date and year first above written. CITY OF RENTON, WASHINGTON By: Earl lymer, Mayor B Marilyn J. et rsen City Clerk BRYN MAWR-LAI{ERIDGE WATER AND SEWER DISTRICT By �. �1 UZ F -AD MSXRPKV)a50663.01 - 7 - The Joint Facilities consist of the following components: L The West Hill Supply Booster Pump Station which pumps water from the City's 196 pressure zone to the West Hill Reservoir. 2. The 12 -inch diameter transmission pipeline from the West Hill Supply Booster Pump Station to the West Mil Reservoir 3. The 1.35 million gallon West Hill Reservoir located on the Dimrnitt Middle School site. 4. The 12 -inch diameter transmission pipeline from the West Hill reservoir to the District including meter vault(s) and meters). 5. The telemetry link and supervisory control equipment for the Joint Facilities. Well No. 9 is expressly eliminated from the Joint Facilities. Legal descriptions of the sites and locations of these facilities shall be as described and shown on the design plans for the construction of these facilities. PAGE 4F r r NATER SERVICE QUANTITIES The volumes, flow rates, and quantities allocated to the City and the District are as stated in the following table: NLkX 'fUM STORAGE CAPACITY SERVICE DAY - POPULATION DEMAND FIRE PARTICIPANT YEAR 2000 (GAL LOPS) E UAL=G (GALLONS) STANDBY TOTAL CITY 3,400 715,000 165,000 170,000 430,000 765,000 DISTRICT 2.604 546.000 125.000 130.000 330,D00 585,000 TAL.- 6,000 1,261.000 240,000 300,000 760,000 1,350,000 CITY11:05:;w EISIT 13 PAGE --I- OF -:L TABLE 1 CITY OF RENTCNIBRYN MAWR- LAXERIDG E WATER h SEWER DISTRICT JOINT USE FACILITIESICONSTRUCTION SCHEDULE ACTUAL CONSTRUCTION & FINANCING COSTS Year West }lilt Well r9 West Hsi West yU3 Wp 63 41'538 Costs Incurred Raservolr Pump Pump Main Plpeilrre 1,2;3333,572 1982 6.902 0 0 0 Totals Less Refunded Portion Z600.OW Unrafunded Portlon — 1,775,000 0 6.902 1983 75.062 9,840 51,994 23.734 706 161,336 1984 58,070 176,618 176.215 314,768 306,362 1,032.031 1985 640.196 200,212 143,752 17,224 0 1.001,384• 1986 6.792 1,883 21,690 3.684 0 33,969 1987 0 1,887 0 0 0 1,887 Construction Totats 787,022 390,440 393,651 359,328 307.068 2.237.509 Less Grant Amount 239.577 118,854 119,831 109.383 93.474 6$1,719 City & District Share 547,4.45 271,598 273.820 249,945 213.584 1,558,390 Percentage of Total 35.170/6 17.450A 17.59% 16.06% 13.72% 100_ Total Construction Casts Pro Rata 1985 Bond Discount 8 Issuance Costs 1,556j Pro Aata 1989, Refunding Bond Discount A Issuance Costs 47,157 Total Cb.sts Joint Use Facilities 41'538 Plus Well No, 9 1,645,083 City's Share (75%) Distrfct's Share (25%) 1,2;3333,572 "Total 471,271 1,646,083 1985 Bond Issue Less Refunded Portion Z600.OW Unrafunded Portlon — 1,775,000 1989 Refunding Bond 825.00 Total Joint Facilities Bonds x.150,000 2,975.000 West Hill Portion of Bond issues: West Hill Portlon Excluding Well No. 9- Weft No. 9 - 17.45% 100.0%-17.45%-82.55% District's Share of West Hili Deb; Excluding Well No. 9. • 25% 20.6%82.55% ri,C 7.DlKraNl.ln[1 Er'1��I�S PAGE ZZL 4 JUN I U, -,t t-AULME3 CALCULATION OF OVERPAY)4ENTS CEXCLUDNO STATE EXC9W It Crry VnUTY TAXM WEST HILL POFMON - 4.5-646 (ORIGINAL PERCENTAGE Plal RH2 DEVELOPED WOFX;iHEET) �EST_H WEST HILL PORTION -55.3% (REVISED PER ACTUAL COSTS) OfUGInAL OFUGINAL REVISED FUEVISED ORGINA.L. YEA -R, CONSL7.41P7ION RATES y BILLINGS FIATE - PAYMEWS 1986 80.605 3 0-67 S 54,005.35 3 0-58 3 46,750.90 S 7.254.45 1987 93.193 0.64 59,643-52 0.56 52.185.08 7.455.44 1988 75.429 0.68 51.291.72 0.60 45,257-40 6,034.32 1989 67,185 0.81 54.419.85 0.72 4Z-,3n2o 61 0".65 1990 57.352 0.90 51,616.80 0.79 45.308.08 6.308.72 1991 52,633 1.00 52,633.00 0.87 45,790.71 6154229 1992 PROJ 51,000 1.07 -$ 54,570.00 0.96 4-8.960.00 5.610.00 TOTALS 477,397 378,180,24 S 332,628.37 S 45.551.87 Lass June 19, 1991 Payment to the District: (Refund Of &VO EXCLW Taxes) Not Overpayment Due District (3,9M-34) :x`.;::{,.41.618.53 �EST_H WEST HILL PORTION -55.3% (REVISED PER ACTUAL COSTS) ORGINA.L. 7.7, RATES ' 71986 80.605 S 0.67 S 54,005.35 3 0.518 3 4-6,75M90 3 1 9'87 93.193 0-64 59.643-52 0-56 52,18&08 988 75.429 0.68 51,291.72 0.59 44.5Ca 11 1989 67,185 0-81 54.419-85 0.71 47,701.35 1990 57,352 0.90 51,616.80 0.7A 44.734.56 1991 52,633 1.00 52,633.00 0.86 45,264.38 1992 PAW 51,000 1.07 54,570.00 0.95 48.4,%00 TOTALS 477,397 3 378.180-24 S 329,532,38 S Less June 19, 1991 Payment to the District: (Refund of State Exdse Taxes) Net Oye(PZYMOnt Due Ofstrict w E"'PINENT 1-y- ^ 17 -Feb -93 File: W06,-AT'b12Rv.WK1 PAGE 7,254.45 7.455-" 6,73&61 6,71&50 8,aW.2A 7.36&02 6,12100 48,SV.86 m G3 a: A yox qo sa`: m N m o m V.= N N V 8 26.J$ C3:= ca �Y s �XH PAGE V 0 cz 0 a m 4 C i O41k 400 d 0 W 7 A V V 1.2 m O G1 N Q d p R 7J � 8 0 py O q N V y d d O co 2 � D y y r Q O b N N O q � O W LA o m v o ro d g m G3 a: A yox qo sa`: m N m o m V.= N N V 8 26.J$ C3:= ca �Y s �XH PAGE LA V 0 O m � O C i O41k 400 d 0 W r r A V V 1.2 m O G1 N Q d p R 7J � 8 0 py O q N V y d d O co H 7J O CN3ppA Ol O p O y y r Q O b N N O q � O W LA m v o ro d O p N r O O Y � N .Nj N 4 o s a W q H a ry, N (pdY� yvR 01 48V OI pp i p w y �1 Q 4�i 7.03 yJy, 8 N G3 N O N _� Ya w it en y V O PT 3 OF2� LA � > � El �2 E XCH1G,7 C- PAGE J4 OF&: -5 k k k j k � � � 7 m o § m /�k ~ -3A � � 72 ■ \Zm I � m � § � 0 q j kk k$ \ 22 I& ce § q CR � ] § . § � § = o J. � � # � E XCH1G,7 C- PAGE J4 OF&: -5 k k k j k � � � 7 m o § m /�k ~ -3A � � 72 ■ \Zm I � m � § � 0 q F k Y m 6d _ x .rXS ara�aQ�b�$= a L'z Esq � r 8 _ _ N St `" r b b a ' N A C 2i 2f 52 Q R Q A R R rf 2i � R � a 8 8 $ $ 8 8 t3 $ $ n $ 8 8 g M i • r vw pV _L'' G' 2i �{ � _'6. S� PpG iS lS }yL M a y� yO yb� p� p� O i5 �i H r r ri yy __ QS [" O • z v r M pp po pp pp aa p n e O a .p.p +d 9 O O 6 O O A Q Q P O� d O n C O O d '.0 �� tl Cv ii7 !� 7� • ]� lq k k x i4 y1 m _ C a b Z P P u kS ?S 2Sal d !S t R A $ $ a Y _ C G 25 a ti. C C y� Y SC � yp � � a e. _ • 'pp' � ?s _ _y : o :` a r x Q� � ,��. rM= $ G y x x Wr ii t5 ti it tY 2i Y} tf iS 3$ 8 8 8 8 8 8 E 8 N L 8 3 t� tF tl iY 2S i! ?S 2i LS 2S if �f ti �i t3 g 8 ei PAGE of Cl _ u � 'L.. Y � o e e ,w � � •". :. .—. � 625 � � p Y 8 .', £' F Et � $ 2f .Y � ti' Y N +! J J N -3 v ti ..i -I Y y +-Y A A A A d� D J Y .a v J y -.1 ti K O • �� z�.r O M � 6 D O d O •O Vt A A Y Y O O r 4 S.. yam!. A a a w x w x x ye wN x H 'Ax a+ A ye x A w x H w H w a w w yr x W 'i W Y x k $ r' D co r m w m ib � Y � $$ o _ a a A K r a1 y� C O x o M � n n r' D co r m w m ib CITY OF RE.NrTONiSRYN %1A,VR-LAKERIDGE WATER & SEWER DiSTRIC-T FOI.NT USE FAC[Lit[ES FLIED DE$T SERVICE SCHEDULE 20.6% SHARE OF WEST HILL PORTION (55.3%) 12!31!92 Sal 399,213.59 1993 37,874.03 28,663.54 9,210.49 390,003.10 7.18% 1994 37,874.03 27,660.28 10,213.75 379,789-35 7.10% 1995 37,874.03 26,494.54 11,379.49 368,4()9.86 6.99% 1996 37,874.03 23-558.69 12,315.34 356,094.52 6-55% 1997 37.874.03 24,841.53 13.032A0 343,062.02 6.98% 1998 37,874.03 24,024.91 13,839.12 329,212.90 7.00% 1999 37,874.03 23 217.12 13,656.91 314,SS5.99 7.04% 2000 37,874.03 22,262.85 15,611.13 298,944.81 7.06% 2001 37,874.03 21,196.89 16,677.[4 282,267.67 7.07% 2002 37,874.03 20,084.59 17,789.44 264,478.23 7.09% 2003 37,874.03 18,850.58 19.M.45 245.4S4.78 7.10% 2004 37,874.03 17,492.68 20,381.35 225,073.43 7.10% 2005 37,874.03 16.03852 21,835.71 203,237.72 7.10% 2006 37,874.03 13,480.72 23,393.31 179,844.41 7.10% . 2007 37,874.03 12,81253 25,061.30 154,782.91 7_I0% 2008 37,874.03 II,025.90 245,848.13 127,934.78 7.10% 2009 37,874.03 9,112.42 28,761.61 99,173.17 7.10% 2010 37,874.013 7,063.09 30,810.94 68262.23 7.10% 2011 37,874.03 4,868.25 33,003.78 ' 35,356.45 7.10% 2012 37,874.03 2-517.58 35-356.45 0.00 7.10% TOTALS 757.480.64 358,267.01 399,213.59 0.00 Unpaid InEL—A & Debt Svc thru 12t3 IM 117,075.88 Cost for Tcicowtry 15.000.00 Principal 1993 thou 2405 267,137.71 Total Principal to Arwnzc 399,21359 lwl zm Ftl,.E: WDDaWrXjD tvxrs �. •fir i+ 3r v n, l © a a c a IE mK C N o Z �} (Tj z Cm17 v _ � m m C �+ a C o y � �, Q -� ; o 7 �•'� opp y o C7 y z z 3 `G C7 c5 W 4� C] N N c 8 � 4 m iii :E 4 ' W y (D O 01 co m N R N H {!! $ � a fn m c Ln ak :3 O n fl . ii N cu o n Q — MCT O m Z W � O `G C7 c5 W 4� C] N ti Cr O c 8 � 4 m iii :E 4 ' W y (D O 01 co m N R N H {!! $ � a fn m c Ln ak :3 S CD �' 3 m © CL 3 m 3 �+ $ 7 4 Ox X d CD Vl &4 y 0 C o W c w 3 � 3 m 3 m � C9 7J m 0 C W p Y L m 7 or {� 7 cr n m Y a cx co 0.1 3a) m 3 T 0 a zi N N 1 1 fD m y fD C cr N C Cr t, a N c o � E;N18IT � PAGE I--- . 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WA 49055 AGREEMENT FOR THE EMERGENCY SALE OF WATE CAG-95- BETWEEN AG-95-- BETWEEN THE CITY OF RENTON ANDTHE CITY OF TUKWILA This AGREEMENT made and entered into thug. - day o 995, by and. between the CITY OF RENTON, a municipal corporation of the State of Washington, hereinafter called "RENTOR" and the CITY OF TUKWILA, a municipal corporation of the State of Washington, acting through its Water Department, hereinafter called "TUKWILA". WHEREAS, RENTON and TUKWILA may experience periodic water supply shortfall; WHEREAS, RENTON and TUKWILA recognize the public benefits of cooperation and collaborative problem solving; WHEREAS, RENTON and TUKWILA are willing to sell water in an emergency at the existing system interties; WHEREAS, the parties desire to enter into an AGREEMENT providing for the emergency sale of water. co NOW THEREFORE, IT IS AGREED AS FOLLOWS= LO �1) Tenn of AGREEMENT. The effective date of this AGREEMENT shall be V„4 1995. The AGREEMENT shall be for a minimum of one (1) year and shall continue in full force and effect in its present form. or as amended until r terminated by either party in accordance with Section 13 of this AGREEMENT. The rates and quantities of water sold are set forth in Sections (2), and (6). ` f 2) Rate. For 1995 the BUYER shall pay to the SELLER for all water delivered at the rate of $1.35 per 100 cubic feet, which is the Seattle Water Department summer new water rate for 1995. The rate charged to the BUYER shall be adjusted each year on January 1st using the method described as follows. The rate charged by the SELLER shall be the larger of the following: 1) the current Seattle Water Department summer new water rate (in dollars per 100 cubic feet) or 2) [$1.24 per 100 cubic feet] times [the current City of Renton retail commodity rate (in dollars per 100 cubic feet)] divided by [$1.68 per 100 cubic feet] - 3) Metering. RENTON and TUKWILA shall each provide, and own and maintain, an appropriate metering device to measure the water flowing through the intertie- An interlocal agreement may be prepared to allow one party to operate and maintain the intertie and distribute the costs equally between the both parties. As soon as either becomes aware of flow of water through the intertie that party will notify the other. If prior notification is feasible, the party requesting the water shall provide a description and documentation of the emergency condition to the other party. Each party will monitor its meter(s) on a regular basis. 4) Priority and Continuity of Service- The determination of whether water is available for emergency sale shall be at the sole discretion of the party delivering (selling) the water- In the event of a condition requiring restrictions on the delivery of water, the party delivering the water shall have the right to restrict or interrupt service- The party providing water may voluntarily interrupt or reduce deliveries of water if it determines that such interruption or MIDI 9A too StiHMM Alk1123 3RIN NJ 09:Et=18 £50l-TTi09G � •` rc In = - � L r 9aG Ls r, This AGREEMENT made and entered into thug. - day o 995, by and. between the CITY OF RENTON, a municipal corporation of the State of Washington, hereinafter called "RENTOR" and the CITY OF TUKWILA, a municipal corporation of the State of Washington, acting through its Water Department, hereinafter called "TUKWILA". WHEREAS, RENTON and TUKWILA may experience periodic water supply shortfall; WHEREAS, RENTON and TUKWILA recognize the public benefits of cooperation and collaborative problem solving; WHEREAS, RENTON and TUKWILA are willing to sell water in an emergency at the existing system interties; WHEREAS, the parties desire to enter into an AGREEMENT providing for the emergency sale of water. co NOW THEREFORE, IT IS AGREED AS FOLLOWS= LO �1) Tenn of AGREEMENT. The effective date of this AGREEMENT shall be V„4 1995. The AGREEMENT shall be for a minimum of one (1) year and shall continue in full force and effect in its present form. or as amended until r terminated by either party in accordance with Section 13 of this AGREEMENT. The rates and quantities of water sold are set forth in Sections (2), and (6). ` f 2) Rate. For 1995 the BUYER shall pay to the SELLER for all water delivered at the rate of $1.35 per 100 cubic feet, which is the Seattle Water Department summer new water rate for 1995. The rate charged to the BUYER shall be adjusted each year on January 1st using the method described as follows. The rate charged by the SELLER shall be the larger of the following: 1) the current Seattle Water Department summer new water rate (in dollars per 100 cubic feet) or 2) [$1.24 per 100 cubic feet] times [the current City of Renton retail commodity rate (in dollars per 100 cubic feet)] divided by [$1.68 per 100 cubic feet] - 3) Metering. RENTON and TUKWILA shall each provide, and own and maintain, an appropriate metering device to measure the water flowing through the intertie- An interlocal agreement may be prepared to allow one party to operate and maintain the intertie and distribute the costs equally between the both parties. As soon as either becomes aware of flow of water through the intertie that party will notify the other. If prior notification is feasible, the party requesting the water shall provide a description and documentation of the emergency condition to the other party. Each party will monitor its meter(s) on a regular basis. 4) Priority and Continuity of Service- The determination of whether water is available for emergency sale shall be at the sole discretion of the party delivering (selling) the water- In the event of a condition requiring restrictions on the delivery of water, the party delivering the water shall have the right to restrict or interrupt service- The party providing water may voluntarily interrupt or reduce deliveries of water if it determines that such interruption or MIDI 9A too StiHMM Alk1123 3RIN NJ 09:Et=18 £50l-TTi09G Agreement for the Emergency Sale of Water between the City of Renton and the City of Tukwila Page 2 reduction is necessary or reasonable. Except in cases of emergency and in order that operations M1111 not be unreasonably interfered with, the party providing water shall give the party buying water, reasonable notice of any such interruption or reduction, the reason therefor, and the probable duration thereof. The party buying water shall discontinue or reduce service from the intertie upon reasonable notice. Service shall be reactivated or increased again subject to the aforementioned conditions. (5) Water Quality. The quality of water delivered under this AGREEMENT shall be subject to - applicable provisions of State and Federal law and rules and regulations of the appropriate State agency governing water quality, and subject also to applicable provisions of City ordinances relating thereto and not inconsistent herewith. Each party agrees to deliver water which shall be of no less quality than is delivered to its other retail customers throughout the service area. 6) Quantity of Water. Depending upon demand conditions, water availability (including conservation impacts), as well as aquifer behavior, in the water systems, each City may make available, for purchase by the other City, up to the approximate amount of two million severe hundred thousand (2,700,000) gallons per day, at flow rates varying from zero to 1,875 gallons per minute, from the existing emergency iniertie located on the West Valley Highway. 7) Coordination and Pro'e� ct Management. z A) Operations: u For the purpose of operating the water system intertie between RENTON and TUKWILA, coordination shall occur between representatives of the systems, who are: Water Maintenance Manager, City of RENTON and j Water Manager, City of TLIKWILA L0 (or their designated representatives) 0) The coordination shalt consist of exchanging operational information such as when the intertie is used, the respective flow rates, pumping capacities, back -pressure sustaining valve setpoints, system pressure effects, water quality characteristics, and other operational information as necessary to accomplish the purposes of this AGREEMENT while maintaining safe operation of both systems. B. Engineering: For the purposes of coordinating engineering issues regarding the RENTON—and TUK"AqL A intertie, the following personnel shall be the designated representatives: Water Utility Supervisor, City of RENTON and City Engineer, City of TUKWILA (or their designated representatives) Agreement for the Emergency Sale of Water between the City of Renton and the City of Tukwila Page 3 The engineering issues addressed shall include operational criteria as well as hydraulic behavior, water duality considerations, and other appropriate engineering issues. C. Administration: For the purposes of AGREEMENT administration and AGREEMENT modifications or interpretations, the following personnel shall be the designated representatives: Planning/Building/Public Works Administrator, City of RENTON and Public Works Director, City of TUKWILA (or their designated representatives) 8) Payment. The City providing the water shall read the meter once each month at approximately thirty (30) day intervals. Payment shall be made by the City receiving water as soon as possible after receipt of statement and in any event, not later than the tenth (10) of the second month following the presentation of the bill. In the event a meter shall fail to register or obviously register incorrectly, the amount of water considered delivered through said meter shall be based upon the best data available (e.g., �. recent past meter readings, observations of fire fighting equipment in use) subject to V) negotiation by the cities.. 0 -4 9) Penalties For Late Payment. The City selling water may assess a late charge on the City A buying water for failure to comply with the provisions in Section (8)_ This charge shall be at the rate of twelve percent (12%) per year_ In the event that the City buying water should fall [� to make any payment for a period of sixty (60) clays after the same becomes due, the City Le) selling water shall have the right to terminate further water service without further notice, M until such delinquency is`cured. 10) Procedure for Amending the Contract. Either party can request the other to consider an amendment of the AGREEMENT_ Any proposed amendments shall be made in writing. Amendments may be made if they are mutually acceptable to RENTON and TUKWILA and signed by both parties. Minor or operational amendments may be made by the Administrators. 11) Access to Facilities and Records. Each party shall be entitled to inspect the intertie facilities of the other at any reasonable time. Both parties agree to make mutually available such information or records regarding the intertie as are at their disposal and as may be reasonably necessary to properly implement any section of this AGREEMENT. 12) Non -Assignability. Neither this AGREEMENT nor any interest therein shall be transferred or assigned by either City without prior written consent of both Cities. Agreement for the Emergency Sale of Water between the City of Renton and the City of Tukwila Page 4 13) Termination. This AGREEMENT may be terminated in whole or in,part by either party any time after one year from date of this AGREEMENT, upon ten (1 Q) days written notice sent by certified mail to the other party. IN WWT_T`NESS WHI EREOF, the parties have hercurito set their hands this day and year above written, CITY;�OF RENTON r� k. r ti Earl'Clymer, Mayor ATTEST/A ICA D: Marilyn J. t e , City Clerk APPROVED.�AS TO LEGAL FORM: L`3 Larry Warren, City Attnfey e1 ref RD0M95-10s:mw:jt CITY OF TUKWILA 1 By:1 � A,�m Joh 1 Rants, Mayor ATTES MI VrHENTICATED: C*e::1E- Cantu, City Clerk APPROVED AS TO LEGAL FORM: Linda Cohen, City Attorney CAG -95-071 l AGREEMENT FOR THE EMERGENCY SALE OF WATER BETWEEN THE CITY OF RENTON AND THE CITY OF DENT This AGREEMENT made and entered into this /'% day of 1995, by and between the CITY OF RENTON, a municipal corporation of the State of Waaington, hereinafter called "RENTON" and the CITY OF KENT, a municipal corporation of the State of Washington, acting through its Water Department, hereinafter called "KENT". WHEREAS, RENTON and KENT may experience periodic water supply shortfall; WHEREAS, RENTON and KENT recognize the public benefits of cooperation and collaborative problem solving; WHEREAS, RENTON and KENT are willing to sell water in an emergency at the existing system interties; WHEREAS, the parties desire to enter into an AGREEMENT providing for the emergency sale of water. NOW THEREFORE, IT IS AGREED AS FOLLOWS: 1) Term of AGREEMENT. The effective date of this AGREEMENT shall be , 1995. The AGREEMENT shall be for a minimum of one (1) year and shall continue in full force and effect in its present form or as amended until terminated by either party in accordance with Section 15 of this AGREEMENT. The rates and quantities of water sold are set forth in Sections (3), and (7). 2) Sale. Subject to the conditions set out in this agreement either party may sell water to the other in the event that the receiving City is experiencing an emergency_ An emergency is defined, for the purposes of this agreement, as a situation of relative short duration during which the City can not meet water consumption needs of all or part of its distribution system. 3) Rate_ For 1995 KENT shall pay to RENTON for all water delivered at the rate of $1.73 per 100 cubic fest, which is Renton's retail rate for commercial customers for 1995_ For 1995 RENTON shall pay to KENT for all water deliverers at the rate of $1.64 per 100 cubic feet during the period May 1st to September 30th, which is KENT's summer retail rate for commercial customers for 1995 and at the rate of $1.24 per 100 cubic during the period October 1st to April 30th, which is KEN 's winter retail rate for commercial customers for 1995. The rates charged by the SELLER shall be adjusted each year on January 1st and shall be the retail rates for the coming year for commercial customers of each respective City. 4) Metering. RENTON and KENT shall each provide, and own and maintain, an appropriate metering device to measure the water flowing through the intertie. An interlocal agreement may be prepared to allow one party to operate and maintain the intertie and distribute the costs equally between the both parties_ Before allowing any water to flow through the intertie, the parry requesting the water shall provide a description and documentation of the emergency condition to the other party. 5) Priority and Continuity of Service. The determination of whether water is available for emergency sale small be at the sole discretion of the party delivering (selling) the water. In the event of a condition requiring restrictions on the delivery of water, the party delivering the water shall have the right to restrict or interrupt service. The party providing water may voluntarily interrupt or reduce deliveries of water if it determines that such interruption or Agreement for the Emergency Sale of Water by the City of Renton to the City of Kent Page 2 reduction is necessary or reasonable_ Except in cases of emergency and in order that operations will not be unreasonably interfered with, the parry providing water shall give the party buying water, reasonable notice of any such interruption or reduction, the reason therefor, and the probable duration thereof. The party buying water shall discontinue or reduce service from the intertic upon reasonable notice_ Service shall be reactivated or increased again subject to the aforementioned conditions. 6) Water Quality. The quality of water delivered under this AGREEMENT shall be subject to applicable provisions of State and Federal law and rules and regulations of the appropriate State agency governing water quality, and subject also to applicable provisions of City ordinances relating thereto and not inconsistent herewith. Each party agrees to deliver water which shall be of no less quality than is delivered to its other retail customers throughout the service area. 7) Quantity of Water. Depending upon demand conditions, water availability (including conservation impacts), as well as aquifer behavior, in the RENTON systern, RENTON may make available, for purchase by KENT, up to the approximate amount of three and a half million (3,500,000) gallons per day or more from the existing emergency intertie located at SW 43rd and Lind Avenue South. Depending upon demand conditions and water availability (including conservation impacts), KENT may make available, for purchase by RENTON, up to two million (2,000,000) gallons per day from the existing emergency intertic located at SW 43rd and Lind Avenue South. 8) Coordination and Project Management, A) aerations: For the purpose of operating the water system intertie between RENTON and KENT, coordination shall occur between representatives of the systems, who are: Water Maintenance Manager, City of RENTON and Water Superintendent, City of KENT (or their designated representatives). The coordination shall consist of exchanging operational information such as when the intertic is used, the respective flow rates, pumping capacities, back -pressure sustaining valve setpoints, system pressure effects, water quality characteristics, and other operational information as necessary to accomplish the purposes of this AGREEMENT while maintaining safe operation of both systems. B. Engineering For the purposes of coordinating engineering issues regarding the RENTON and KENT intertie, the following personnel shall be the designated representatives; Water Utility Supervisor, City of RENTON and City Engineer, City of KENT (or their designated representatives) The engineering issues addressed shall include operational criteria as well as hydraulic Agreement for the Emergency Sale of Water by the City of Renton to the City of Kent Page 3 behavior, water quality considerations, and other appropriate engineering issues_ C. Administration: For the purposes of AGREEMENT administration and AGREEMENT modifications or interpretations, the following personnel shall be the designated representatives: Planning/Building/Public Works Administrator, City of RENTON and Public Works Director, City of KENT (or their designated representatives) 9) Payment_ The City providing the water shall read the meter once each month at approximately thirty (30) day intervals (when the intertie is being used). Payment shall be made by the City receiving water as soon as possible after receipt of statement and in any event, not later than the tenth (10) of the second month following the presentation of the bill. In the event a meter shall fail to register or obviously register incorrectly, the amount of water considered deliverers through said meter shall be the amount delivered the previous day or the last day that the meter was previously known to be properly functioning and the total amount registered shall be pro -rated based on the number of days multiplied times the reading used_ 10) Penalties For Late Payment. The City selling water may assess a late charge on the City buying water for failure to comply with the provisions in Section (9)- This charge shall be at the rate of twelve percent (12%) per year. In the event that the City buying water should fail to make any payment for a period of sixty (60) days after the same becomes due, the City selling water shall have the right to terminate further water service without further notice, until such delinquency is edred. 11) Breach of Contract. Either party may cancel this Agreement for material breach of its terms by written notice served upon the other party at least twenty (20) days prior to the proposed termination date. If the breaching parry removes the breach and performs under terms of this agreement before the termination date, the Agreement shall remain in full force and effect. However, if the breach is not removed and continues, then the Agreement shall be null and void in all respects except for obligation to make payments as defined for water use prior to the termination date_ 12) Procedure for Amending; the Contract. Either party can request the other to consider an amendment of the AGREEMENT. Any proposed amendments shall be made in writing. Amendments may be made if they are mutually acceptable to RENTON and KENT and signed by both parties. Minor or operational amendments may be made by the Administrators. 13) Access to Facilities and Records. Each party shall be entitled to inspect the intertie facilities of the other at any reasonable time. Both parties agree to make mutually available such information or records regarding the intertie as are at their disposal and as may be reasonably necessary to properly implement any section of this AGREEMENT. 14) Non -A _si_enability_ Neither this AGREEMENT nor any interest therein shall be transferred Agreement for the Emergency Sale of Water by the City of Renton to the City of Kent Page 4 or assigned by either City without prior written consent of both Cities_ 15) Termination, This AGREEMENT may be terminated in whole or in part by either party any time after one year from date of this AGREEMENT, upon ten (10) days written notice sent by certified mail to the other party. Send notices to the Water Utility Supervisor at the City of Renton and the City Engineer at the City of Kent_ IN WITNESS WHEREOF, the parties have hereunto set their hands this day and year above written. CITY r7NTON By: Earl er, Mayor C� TTEST/AUTIE I TED: Marilyn 1-9644 City Clerk ATTEST/AUTHENTICA Jacober, City APPROVE TO LE F RM: APPROVED AS T64.-46AL FORM: Larry Warren, City Atto o r ubovic , ey H:DQC.S:95-1361D W:ps CAG -11-093 CITY OF SEATTLE PARTIAL REQUIREMENTS CONTRACT FOR THE SUPPLY OF WATER TO CITY OF RENTON TABLE OF CONTENTS Page(s) SECTIONI. DEFINITIONS................................................................................................................................2 SECTION 11. TERM OF CONTRACT AND GUARANTEES..........................................................................5 II.A. TERM OF CONTRACT...................................................................................................................................5 II.B. AGREEMENT TO SUPPLY AND PURCHASE WATER.......................................................................................7 RATEMAKING FRAMEWORK......................................................................................................................22 II.C. CONTINUITY OF SERVICE WP IIN THE TERM OF THE CONTRACT...............................................................10 WATER SUPPLY PRICING -BASIC SERVICES.............................................................................................24 II.D. WATER QUALITY......................................................................................................................................11 TRANSMISSION PRICING -BASIC SERVICES...............................................................................................26 II.E, CONSERVATION.........................................................................................................................................14 ALLOCATION OF COSTS AND REVENUES INTO COST POOLS......................................................................29 SECTION111. CONDTFIONS OF SERVICE.................................................................................................16 IIIA. MINIMUM HYDRAULIC GRADIENT............................................................................................................16 HLB. RESALE TO OTHER PARTIES......................................................................................................................17 III.C. INTERCONNECTION WITH OTHER SYSTEMS..............................................................................................18 III.D. DEVELOPMENT OF REGIONAL SUPPLY AND T72ANSMISSION INFRASTRUCTURE.........................................19 III.E. METE.RINGEQUIPMENT.............................................................................................................................20 SECTION IV. COST OF WATER SUPPLY & TRANSMISSION..............................................................20 IV.A. RATE -MAKING AND COST -ALLOCATION PRINCIPLES.................................................................................20 N.B. RATEMAKING FRAMEWORK......................................................................................................................22 IV.C. WATER SUPPLY PRICING -BASIC SERVICES.............................................................................................24 IV.D. TRANSMISSION PRICING -BASIC SERVICES...............................................................................................26 IV.E. ALLOCATION OF COSTS AND REVENUES INTO COST POOLS......................................................................29 IV.F. ELECTIVE SERVICES..................................................................................................................................43 N.G. RATEAD.rUSTMENT...................................................................................................................................43 IV.H. RETAIL RATE-SETTING...:.........................................................................................................................44 IV.1, TRUING ACTUAL COSTS AND ACTUAL REVENUES....................................................................................44 SECTIONV. OPERATING BOARD.................................................................................................................46 SECTIONVI. PLANNING..............................................................................................................................47 VI.A. REPORTING OF PLANNING DATA...............................................................................................................47 VI.B. SUBMITTAL OF WATER UTILITY 'WATER SYSTEM PLANS..........................................................................47 VI.C. SEATTLE AS WATER PLANNING AGENCY..................................................................................................47 VI.D. COMPREHENSIVE CAPITAL FACILITIES PLAN............................................................................................48 VI.E. EMERGENCY PLANNING............................................................................................................................49 SECTIONVII. PAYMENT................................................................................................................................49 VII.A. COLLECTION OF MONEY DuE CITY......................................................................................................49 VII.B. PENALTIES FOR LATE PAYMENT...........................................................................................................49 VII.C. BILL+rGDISPUTEs................................................................................................................................49 SECTION VIII. CONTRACT AMENDMENTS...............................................................................................50 SECTIONIX. DISPUTE RESOLUTION.......................................................................................................50 IX.A. OPERATING BOARD REVIEW.....................................................................................................................50 IX.B. SEATTLE CITY COUNCIL REVIEW.............................................................................. ...........................51 IX.C. NON-BINDINGMEDIATION........................................................................................................................51 lXI. RESORT rnLITIGATION ............................................................. ........... .—........ ............................ .51 IX.8. EFFICIENCY OyREVIEW .................... .................................................................. ............... ........... 5u SECTION X. ~..~~~~~. .__.__'~. ..~~.~~~~.... ..~—. 52 X.A. NOTIFICATION ........................... .......................... ....... ..................................... ....... ... ........................... 52 X.B. SEVERABILITY .............................................................................. .^^...................................................... 53 X.C. Cnmnomr—................................. ...... ......................................................................... .............................. 53 XJlBmuxoamo,800^oanmx ..................................................... ................................................................... 54 X.E. NO JOINT VENTURE - INDIVIDUAL [L421LoY........................................................................................... 54 X.F. ComroETE AoenosmomT.................. ......................................................................................................... j4 X.G. RELNQUISHMENT nxPRIOR CONTRACT ................................................................... ............................... 54 X.H. VENUE, JURISDICTION AND SPECIFIC PERFORMANCE ............................ ....~............................................ 54 X.I.DEFAULT ................................................... ......................................... ... ...................... ....................... 5J X.J. FORCE B&aEUm............................................ ............................................................................................ l5 X.K.GooC0000mS .---''----.—~....~...--.—..------'--''~~'^^'^~~'~~^'~~--''»5 ii PARTIAL REQUIREMENTS CONTRACT BETWEEN THE CITY OF SEATTLE AND CITY OF RENTON -FOR THE SUPPLY OF WATER THIS CONTRACT is entered into between the CITY OF SEATTLE ("Seattle"), a municipal corporation of the State of Washington, and the CITY OF RENTON ("Water Utility"), a municipal corporation of the State of Washington. RECITALS 1. Seattle owns and operates a system for the supply, transmission, and distribution of potable water and is authorized to sell and distribute water to its residents and to other persons and customers located outside the corporate limits of Seattle. 2. Seattle's water system is integral to the health and welfare of the residents located within the water service area shown in Seattle's Water System Plan. Seattle intends to provide water from the system to meet the current and future needs of the residents of such water service area when such service is requested from Seattle. 3. In meeting this service commitment, Seattle must ensure that this role does not place financial burdens on its retail customers for which they do not receive a corresponding benefit. 4. This contract and contracts of a similar nature with other wholesale customers of Seattle located within SeattIe's service area are intended to provide those customers with the security of a long term service commitment and to describe the terms and conditions associated with that commitment. PARTIAL REOUMEWNTS CONTRACT CITY OF RENTON Page I 5. Under this contract, Seattle intends to provide wholesale water to Water Utility at an equivalent Wholesale Level of Service with the same pricing and operational principles as it provides itself. 6. Given the extensive growth of Seattle and the surrounding areas and the impacts upon infrastructure and costs, this contract is intended to provide sufficient water for growth. As a general philosophy for cost sharing purposes, the parties desire to adopt the principle.that "growth should pay for growth." 7. . Seattle and Water Utility, together with other Wholesale Customers of Seattle, have agreed to establish an Operating Board comprised of representatives pledged to represent the best interests of the region in order to provide overall direction to the Administrator of the Seattle Regional Water Supply System. NOW, THEREFORE, in consideration of mutual covenants herein, it is agreed as follows: SECTION I. DEFINITIONS For the purposes of this contract, the following terms have been defined as: "Administrator" - The Director of Seattle Public Utilities or any other title given to that person who maintains the authority to operate and manage the Seattle Regional Water Supply System. "Block Purchase Contract" — A contract in which Seattle sells a fixed quantity of water to a Wholesale customer on a take or pay basis. "Existing Supply Resources" - Current components of the Seattle Regional Water Supply System which consist of the Cedar River storage, treatment and diversion facilities, the Tolt River storage, treatment and diversion facilities, and the Seattle Well Fields as set forth in Exhibit VII. PARTIAL REQUMEINENTS CONTRACT CITY OF RENTON Page 2 "Full Requirements Contract" -- A contract in which Seattle supplies a Wholesale Customer with its Full Water Requirements. "Full Water Requirements - All of the water needed by Water Utility to meet the needs of its present and future water customers within its service area as shown in Water Utility's water system plan, and as shown on Exhibit X. "Operating Board" — A board of representatives established by Section V hereof and having the powers and duties set forth in Sections II, III, and IV hereof. "Partial Requirements Contract" - A contract in which Seattle supplies a Wholesale Customer with that portion of its Full Water Requirements above that provided by the Wholesale Customer's own supply. "Partial Water Requirements" — The amount of water over and above Water Utility's own sources of supply as identified in Exhibits I and XIII and in accordance with this contract needed to meet the needs of its present and future water customers within its service area as shown in Water Utility's water system plan and as shown on Exhibit X. "Rate of Return on Investment" - Seattle's Average Cost of Debt, plus 1.5 percent. "Regional Water Conservation Program" - A program which addresses water conservation goals for the Seattle Regional Water Supply System for Seattle, Wholesale Customers, and other customers who enter into a water supply contract with Seattle that includes participation in the Program. "Seattle's Average Cost of Debt" - The weighted average interest rate on Seattle's water system debt outstanding over the course of a calendar year calculated at the end of each calendar year during the term of this contract. PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 3 "Seattle_ Retail_Distribution System" — Seattle's retail water distribution system consisting of its retail customers within the Seattle retail service area as defined in its Water System Plan, and including storage facilities, distribution mains, pumps, disinfection facilities, service connections, and all other facilities not included in the Seattle Regional Water Supply System. "Seattle Regional Water Supply System" tem" - Seattle's water supply system consisting of dams, impounded water, supply and transmission mains, pumps, treatment facilities, and all other facilities utilized in conveying water to the Seattle Retail Distribution System, Water Utility, and other wholesale customers. This definition does not include the Seattle Retail Distribution System. "Seattle Transmission Facilities" -- Those facilities serving the transmission needs of the Seattle Regional Water Supply System as set forth in Exhibit VHL "Seattle Water System Plan" - Seattle's Water System Plan dated April, 2007, and amendments thereto, prepared by Seattle to comply with the requirements of WAC 246-290-100, and successor regulations. "Service Connection" - The water meter and associated appurtenances, including everything from the outlet from the supply pipeline to the end of the Seattle Public Utilities vault, through which water is delivered from the Seattle Regional Water Supply System to a Wholesale Customer's water system, except that for the two (2) Service Connections located in Logan Avenue South in Water Utility's retail service area, the water meter and associated appurtenances will include everything from the south wall of the SPU meter vault to the flanges before the 90° bends north and outside of the vault. PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 4 "Stranded Costs" -- Those water supply and related costs that Seattle and others have invested for the region which may not be recovered as a result of lost revenues. "Wholesale Customer" — Those customers who purchase water from Seattle under a Full or Partial Requirements Contract for the purposes of reselling to others. "Wholesale Level of Service" -- Water delivered by Seattle in accordance with this contract to the Service Connection intended for Wholesale Customers' distribution to their retail customers. Seattle is not responsible for compliance with Department of Health C'DDH") standards, including fire flow, emergency back-up and water quality within Water Utility's retail service area. SECTION II. TERM OF CONTRACT AND GUARANTEES H.A. Term of Contract 1. Term. This contract shall be in effect beginning at 12:01 AM on the Effective Date of this contract and shall remain in effect until 12:00 AM on January 1, 2062. 2. Effective Date. This contract shall be effective upon the date that both parties have signed the contract after approval by their respective legislative bodies ("Effective Date"). 3. Subsequent Right of First Refusal. At the end of the term of this contract, Water Utility shall have a right of first refusal to continue to purchase the amount of water then purchased from Seattle at the time of contract expiration. 4. Periodic Review and Right to o Change Certain Terms and Conditions. The parties may review and change certain terms and conditions governing the sale of water hereunder by January 1, 2022 and January 1, 2042, or as soon as practicable thereafter, as follows. PARTIAL REQUIREMENTS CONTRACT CITY of RENTON Page 5 a. Consensual Process. On or before January 1, 2021, and then again on or before January 1, 2041, either party may provide the other with a written proposal to amend the contract terms. The parties shall then meet and consider the proposal. If the parties agree to the proposal prior to January I, 2022 and January 1, 2042, respectively, a written amendment to this contract shall be approved and executed by both parties and this contract shall be amended accordingly. b. Seattle' s RightAmend. If the parties are unable to agree on a proposal by Seattle pursuant to subsection a above within the respective one-year periods, Seattle may propose in writing its desired amendment to the Operating Board. Seattle and the Operating Board shall meet and consider the proposed amendment and use reasonable efforts to resolve any differences in the proposal. After 90 days from Seattle's written proposal to the Board, Seattle may propose its desired amendment to the Seattle City Council. If the Operating Board does not agree with such proposal, it may submit a revised proposal to the Seattle City Council within 90 days of Seattle's submission of its proposal to the Seattle City Council. After receiving the Operating Board's alternate proposal, or after the lapse of the 90 day period for the Operating Board to make an alternate proposal, the Seattle City Council may then deny both proposals or approve one of them and issue an amendment to this contract which shall be in effect for the remaining term of the contract from the date of issuance, unless later amended pursuant to subsection a above, or by mutual agreement. PARTIAL REQUIREMENTS CONTRACT CITY OFRENTON Page 6 C. Limitation on Seattle's Right to Amend. Notwithstanding subsection b above, Seattle shall not have the right to: (i) reduce its obligation to provide the Full or Partial Water Requirements of Water Utility, as appropriate; (ii) cease to provide wholesale water to Water Utility at an equivalent Wholesale Level of Service as it provides to itself; (iii) charge a higher wholesale rate for water supply and transmission to Water Utility than that charged to the Seattle Retail Distribution System; (iv) reduce its water quality obligations hereunder; (v) change the methodology for calculating Rate of Return on Investment; (vi) restrict Water Utility's right to terminate the contract or reduce its purchase commitment; (vii) disband or significantly reduce the powers of the Operating Board; or (viii) amend any contract provision that will apply only to Water Utility. II.B. Agreement to Supply and Purchase Water 1. Partial Requirements Commitment. Seattle shall supply the Partial Water Requirements of Water Utility for the term of this contract. Except as set forth in Exhibits I and XIII and Section II.B.5 below, Water Utility shall purchase its Partial Water Requirements from Seattle. 2. Adjustments in Water Utility's Service_ Area. In the event Water Utility acquires additional service area that is: 1) located outside of the service area identified in Exhibit X and 2) which is not already served with water from the Seattle Regional Water Supply System, then Seattle shall supply the Full or Partial Water Requirements, as appropriate, of the additional service area subject to a) the availability of water in the Seattle Regional Water Supply System determined on the same basis as would be applied to determine the availability of water for new or expanded wholesale service customers of Seattle; b) the PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 7 limitation of geographical boundaries in Seattle's water rights claims or permits; and c) an update to Water Utility's percentage share of the costs of the Renton New Supply Cost Pool as of January 1 of the year following the acquisition of the additional service area in accordance with section IV.E.7.e.iii. 3. Assumption or Transfer of Responsibilities. In the event Water Utility's entire service area and service responsibilities are assumed by or are transferred to another utility or utilities, then this contract shall become null and void at the time the assumption or transfer becomes effective; provided, however, if the transferee of the service area is a Wholesale Customer, Seattle shall provide water to the transferee according to the terms of the transferee's water supply contract with Seattle. If the transferee is not a Wholesale Customer, then Seattle shall issue the transferee a water supply contract for such area subject to terms and conditions as Seattle shall determine. 4. Annexation by Seattle. If the entire service area of Water Utility is annexed to Seattle, then this contract shall become null and void upon the effective date of Seattle's assumption of Water Utility's water system. 5. Water Utility's Riaht to Terminate or..Reduce Purchase Commitment, Water Utility's commitment to purchase water from Seattle under this contract may be terminated or reduced subject to the terms and conditions set forth below. Water Utility shall provide Seattle at least 5 years written notice of termination or reduction, provided, however, if Seattle unilaterally amends the terms and conditions of this contract pursuant to Section II.A.4 above, Water Utility may terminate this contract at any time within 1 year thereafter by giving Seattle 1 year written notice. PARTIAL REQUIREMENTS CONTRACT CITYOFRENTON Page 8 a. Automatically Permitted Reductions. Water Utility may, without restriction, upon five years written notice to Seattle, reduce its water purchases from Seattle by an amount not to exceed 10 million gallons per day ("MOD") of its average annual demand. b. Reductions RequiringPermission. Water Utility may reduce quantities of water purchased from Seattle by more than 10 MGD or by providing less than five years advance notice of such reduction if in the judgment of the Operating Board, using the criteria listed below, it determines that such reduction is in the best interest of the Seattle Regional Water Supply System as a whole. C. Criteria. The criteria to be used by the Operating Board in determining the best interest of the Seattle Regional Water Supply System shall include but not be limited to the following: i. The potential for Stranded Costs and impacts on rates to either the remaining Wholesale Customers or Seattle; ii. The cost of new resources; iii. The feasibility and benefit of reallocating to Seattle or other customers the amount of water foregone by Water Utility; and iv. Environmental aspects of the proposed change. The Operating Board shall act promptly and reasonably in evaluating and deciding upon Water Utility's request. The Operating Board may approve, with or without reasonable conditions, or deny Water Utility's request based on the above criteria. Approval conditions may include a requirement that Water Utility waive its rights to be served its Pull Water Requirements: If the approval conditions are unacceptable to Water Utility, it PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 9 may elect in writing to withdraw its request and this contract shall continue in full force and effect. H.C. Continuity of Service within the Term of the Contract 1, Parity of Service. Seattle shall provide wholesale water to Water Utility at an equivalent Wholesale Level of Service that it provides to itself. In the event of a general emergency or weather-related water shortage affecting the entire Seattle Regional Water Supply System, general restrictions placed upon water deliveries to Water Utility shall be determined by the Operating Board and applied consistently to other Wholesale Customers and the Seattle Retail Distribution System. In the event of localized emergency problems, Water Utility acknowledges temporary, localized service interruptions may occur for the duration of the emergency. 2. Emergency Curtailment Measures. It is recognized by both parties that emergency water use curtailment measures may have to be adopted by Seattle to implement on a regional basis in order to meet an emergency condition or a regional water shortage. The procedures to be used in' the event of a weather-related regional water shortage, or shortages caused by other emergency factors, shall be as described in Seattle's Water Shortage Contingency Plan in effect as of the effective date of this contract, or successor contingency plans, Successor water shortage contingency plans shall be developed and implemented by Seattle in consultation with the Operating Board. Water Utility shall assist with and support all procedures or emergency curtailment measures that are implemented under the Water Shortage Contingency Plan, or its successor. 3. Other Emergencies. Seattle may temporarily interrupt or reduce deliveries of water to Water Utility if Seattle determines that such interruption or reduction is necessary or PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 10 reasonable in case of system emergencies or in order to install equipment, make repairs, replacements, investigations and inspections or perforin other maintenance work on the Seattle Regional Water Supply System. Except in cases of emergency, and in order that Water Utility's operations will not be unreasonably interrupted, Seattle shall give Water Utility and the Operating Board reasonable notice of any such interruption or reduction, the reasons for and the probable duration. Seattle shall use its best efforts to minimize service interruptions to Water Utility. 4. Waiver Of Charges,. If interruption or reduction in deliveries. of water to Water Utility requires that Water Utility draw water supply in a manner that subjects Water Utility to demand charges (as described in Exhibit III hereto), Seattle shall waive such charges during the period of such interruption or reduction. H.D. Water Quality 1. Seattle Regional Water Sgpply SupplySystem. Seattle shall be responsible for water quality within the Seattle Regional Water Supply System as set forth below. Seattle shall construct, operate and maintain water quality treatment facilities and use its best efforts to carry out its water quality responsibilities in the most cost-effective manner for the region. 2. Applicable Standards. Seattle shall at all times during the term hereof deliver water to Water Utility's system that meets or exceeds all applicable Federal, State and local regulations as the same may change from time to time. 3. System -wide Water Quality Plan. Seattle, in consultation with the Operating Board, may develop and maintain a system -wide regional water quality plan. The plan shall describe, at a minimum, goals, objectives, procedures and the means to satisfy legal requirements PARTIAL REQUMENIENTS CONTRACT CITY of RENTON Page 11 and industry standards for water quality, monitoring, information exchange, best management practices, adaptive management practices, public health protection, and cross connection control. The Operating Board may form a technical subcommittee to provide input and review of such plan. Seattle shall share available water quality data and technical expertise with all Wholesale Customers. 4. Distribution Systems. Water Utility shall be responsible for compliance with all applicable federal, State and local water quality laws and regulations applicable to water in its distribution system including any water from its own supply sources. 5. Monitoring. Water quality monitoring shall be performed by Seattle in the Seattle Regional Water Supply System and by Water Utility in its distribution system to comply with federal, State and local water quality regulations, to verify the condition of water that is passing from one entity to the other, to enhance system operation and to document the aesthetic qualities of the water. Notwithstanding the foregoing, Water Utility may contract with Seattle for water quality monitoring services as an elective service under section IVA hereof. 6. Water Qualiky Notifications to Customers Consumer Confidence Re oris . Each party shall prepare at its sole cost periodic water quality notifications to its respective retail customers and regulatory agencies as required by law. Seattle shall provide Water Utility all water quality data in a timely manner regarding the Seattle Regional Water Supply System that Water Utility may be legally required to report in such notices. 7. Water Quality Best Management Practices and Adaptive Management Practices. The Operating Board may develop best management practices ("BMPs") and adaptive management practices ("AMPs") as reasonably necessary to protect water quality within PARTIAL REQUIREMENTS CONTRACT CITY of RENMN Page 12 the Seattle Regional Water Supply System. The BMPs and AMPs will include recommendations to prevent deterioration of water quality in transmission and distribution systems. The parties shall use reasonable efforts to comply with the BMPs and AMPS. 8. Flushing. Water Utility shall be solely responsible for flushing water mains within its system. Flushing allowances will be provided by Seattle only when the Operating Board determines that flushing is required to maintain or improve regional water quality. 9. New Water Sources. Prior to the introduction of any new water supply source, including any direct or indirect potable reuse water, by Water Utility which mixes with water in the Seattle Regional Water Supply System, the proposed source must be evaluated using customary and reasonable water quality criteria developed in consultation with the Operating Board to ensure compatibility with Seattle water and approved in writing by Seattle. The proposed Water Utility source must also meet all federal, state and Seattle water quality and treatment standards. Upon Seattle's request, Water Utility shall also provide Seattle with satisfactory results from a blending study to determine the compatibility of the source with existing sources already in the Seattle Regional Water Supply System, the appropriate method and level of treatment and the probable distribution of the new supply within the Seattle Regional Water Supply System. Water Utility shall also complete a flavor rating analysis of no more than 3.0 as tested by Seattle's flavor profile panel according to the methodology described by the American Water Works Association, or its successor. Water Utility shall obtain all necessary and appropriate regulatory permits, reviews, and approvals for rights to and operational use of such water supply source. PARTULL REQUMMENTS CONTRACT CITY OF PENTON Page 13 The Operating Board may form a technical subcommittee to develop water duality standards and review and advise on the water quality evaluation criteria for proposed new sources. Such criteria for new sources shall be the same for surface water and ground water. 10. Transfers Outside the Seattle Regional Water Supply System. If, with the written consent of Seattle, water from the Seattle Regional Water Supply'System is transferred between Water Utility and another water utility in a manner that does not use the Seattle Regional Water Supply System, Water Utility, the other water utility, or both, shall be fully responsible for meeting all applicable water quality standards related to the transfer of such water between their respective systems. Seattle will not be responsible for water quality outside of the Seattle Regional Water- Supply System or Seattle Retail Distribution System except as may be agreed to under Section II.D.S. 1I.E. Conservation The parties acknowledge that conservation prolongs the time before new supply resources are needed and thus constitutes an important ongoing tool in managing the water resources of the region. Accordingly, Water Utility hereby adopts and agrees to be bound by the Regional Water Conservation Program, as it may be amended from time to time during the term of this contract. In accordance with Part 1, Section B. L5 of the Settlement Agreement between the Muckleshoot Indian Tribe and the National Marine Fisheries Services and the City of Seattle (Civ. No. 03- 3775JLR), Water Utility will implement, through its participation in the Regional Water Conservation Program, conservation measures that are substantially similar to those implemented by Seattle within the Seattle Retail Distribution System. PARTIAL, REQUIREMENTS CONTRACT CITY OFRENTON Page 14 1. Performance Measurements. For the purposes of determining water conservation performance, Water Utility's water use shall be measured in conjunction with the use of all other participants in the Regional Water Conservation Program. The Operating Board may develop reasonable criteria to measure the participants' water conservation performance in accordance with such program. 2. Conservation Above the Regional Water Conservation Pro am. Water Utility acknowledges that water conservation beyond -the Regional Water Conservation Program may be required as a condition of State or federal regulations, court orders, settlements or agreements made to avoid litigation, fines or penalties, or as otherwise determined to be reasonably necessary by the Operating Board. The Operating Board may adopt reasonable additional conservation measures and targets for such purposes. Such conservation measures and targets shall apply in the same manner to all holders of Full and Partial Requirements Contracts and the Seattle Retail Distribution System. Except as provided in the next subsection, Water Utility shall implement such additional water conservation measures and meet the additional adopted targets. 3. Water Utili 's Option to be Conservation Service Provider. Water Utility may elect to provide its own water conservation program, beyond its commitment to the Regional Water Conservation Program to meet conservation targets adopted by the Operating Board, or more stringent targets. Water Utility shall bear the additional costs thereof and shall be solely responsible for its implementation. Under this option, Water Utility shall be evaluated for meeting the additional water conservation targets solely by its own performance. PARTIAL REQUIREMENTS CONTRACT CITY OF RBNTON Page 15 4. Incentives and Penalties. The Operating Board may adopt penalties for shortfalls in water conservation and rewards for meeting or exceeding adopted targets. In the event Water Utility or Seattle fails to meet the adopted targets set by the Operating Board, the Operating Board may assess a penalty. Penalties may not exceed the cost of Seattle undertaking those conservation measures reasonably needed to achieve the adopted target. 5. Postponing the Need for New Water Supply Facilities. In order to avoid the necessity of developing new physical water supply facilities for as long as reasonably practicable, any water saved through conservation in either Seattle's or Water Utility's retail service areas shall be dedicated first to the municipal and industrial water supply requirements of the Seattle Regional Water Supply System before any other use of such water may be undertaken. SECTION III. CONDITIONS OF SERVICE III.A. Minimum Hydraulic Gradient 1. Initial Minimum. Seattle shall maintain a minimum hydraulic gradient or head at a maximum flow rate in amounts and at locations described in Exhibit II attached hereto for each Service Connection from the Seattle Regional Water Supply System to Water Utility's distribution system. Such gradients and locations shall be contained in Seattle's and Dilater Utility's future water system plans. Seattle shall operate and maintain the Seattle Transmission Facilities necessary to carry out such obligation. If Seattle and the Operating Board find that a project resulting in the modification of such minimum gradient or head would benefit the Seattle Regional Water Supply System as a whole, the minimum hydraulic gradient or head described in Exhibit II may be modified by Seattle if PARTIAL RLQi MAffiNTS CONTRACT CITY OFRENTON Page 16 such modification is feasible from an economic, land use and engineering perspective taking into account the facilities required to carry out and for Water Utility to adapt to such modification. Seattle may make these modifications only once during any fifteen (I5) year period provided that four (4) years advance written notice is given to Water Utility, unless a shorter notice is approved by the Operating Board. 2. Emerizencies. If Seattle is prevented by emergency circumstances from providing such minimum hydraulic gradient, Seattle shall supply not less than the volume of water equivalent to the maximum 24-hour average flow rate required by Water Utility as shown on Exhibit II for each 24 hour period that the minimum hydraulic gradient is interrupted. 3. AdditionaI Service Connections, Additional Service Connections between Water Utility's and Seattle Regional Water Supply System's water systems or adjusted minimum gradients may be established from time to time by mutual agreement between Seattle and Water Utility subject to approval by the Operating Board. Exhibit 11 shall be appropriately revised to reflect such additions or adjustments. HLB. Resale to Other Parties Water Utility may sell water supplied by Seattle to other water utilities located outside of Water Utility's existing or future service area only upon the prior written consent of Seattle (or oral, in case of emergency): Agreements for resale of water by Water Utility listed in Exhibit I are hereby approved by Seattle subject to whatever written terms, conditions and limitations that Seattle has imposed on such resale. PARTIAL REQUMEMENTS CONTRACT CITY OF RENTON Page 17 IH.C. Interconnection With Other Systems 1. Prohibition on Interconnection. Water Utility shall not interconnect any part of its system supplied with water from Seattle with other water systems without the prior written approval of the Operating Board, or, in case of emergency, upon oral approval by Seattle, which shall not be unreasonably withheld. Any such interconnection shall be subject to the approval of the Washington State Department. of Health and the installation of a meter. Such other systems must be in compliance with all applicable local, State and federal laws and regulations including the requirement that they have a valid operating permit issued by the Washington State Department of Health. 2. Requests by Seattle to Interconnect. Seattle may request that Water Utility interconnect its water system to the water system of an adjacent Wholesale Customer. Water Utility shall comply with that request subject to the terms and conditions set forth below. a. Requirement for- Interconnection. If Water Utility does not consent to Seattle's request for interconnection, Seattle may propose the interconnection of Water Utility's water system to the adjacent Wholesale Customer to the Operating Board. Water Utility may present facts and arguments to the Operating Board in opposition to the interconnection and document its costs in making the interconnection and conveying water to the adjacent Wholesale Customer. The Operating Board shall hear and consider the matter. Upon (a) a written finding by the Operating Board that the proposed interconnection with an adjacent Wholesale Customer is feasible taking into account Water Utility's capabilities, limitations, and obligations, (b) a written finding by the Operating Board that such interconnection benefits the Seattle Regional Water Supply System and (c) a PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 18 written demand of the Operating Board that Water Utility carry out the interconnection, Water Utility shall be required to interconnect its facilities to the adjacent Wholesale Customer for the purpose of supplying water to that Wholesale Customer through the distribution system of Water Utility, provided that the adjacent Wholesale Customer agrees to perform the interconnection in a location and according to a schedule which does not unduly disrupt Water Utility's operations, and to be responsible for the payment and indemnity obligations in Section III.C.2.b below. b. Payment and Indemnity. Water Utility shall be paid its actual costs of providing such interconnection and water transmission service by the adjacent Wholesale Customer receiving the water, plus a reasonable amount for overhead, administration and rate of return (equal to Rate of Return on Investment) on such costs, and Water Utility shall be indemnified from any liability that may result from providing such interconnection by the adjacent Wholesale Customer, The Operating Board shall adopt a standard methodology for calculating costs that ensures that Water Utility is fairly compensated for such service. III.D. Development of Regional Supply and Transmission Infrastructure Final decisions and authority to approve construction of capital infrastructure related to the Seattle Regional Water Supply System shall rest with the Seattle City Council. Capital construction activities include, but are not limited to installations, renewals, replacements, upgrades, expansions, and any other costs included in Seattle's comprehensive capital facilities plan. PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 19 III.E. Metering Equipment Seattle shall own and perform testing, cleaning and recalibration on appropriate metering devices and associated appurtenances to measure the amount of water delivered to Water Utility at the Service Connection pursuant to this contract. Seattle shall perform all other work at Water Utility's expense regardless of the cause provided that the cause is consistent with AWWA and safety standards and practices. Water Utility shall operate and maintain its water system in a manner that the water flowing through the Service Connection meter operates within the normal operating range for the meter as specified by the manufacturer. Until such time as Seattle determines it to be .economical to install metering devices to measure the amount of water delivered from the Seattle Regional Water Supply System to the Seattle Retail Distribution System, the amount of water delivered to the Seattle Retail Distribution System shall be measured indirectly by subtracting the metered water delivered to all of Seattle's wholesale customers from 98% of the total amount of water exiting Seattle's sources of supply as measured by the supply meters. SECTION IV. COST OF WATER SUPPLY & TRANSNUSSION Cost -based rates are a water industry accepted practice and the historical practice of Seattle and the Wholesale Customers. The rate -making principles, policies and methodologies set forth in this Section IV are intended to meet the objective of equitable and cost -based rates. N.A. Rate -making and Cost -allocation Principles The parties will apply the following general principles and policies to the establishment of all rates, charges, and cost allocations for water supply, transmission, and related services under this contract. PARTLAL REQUIREMENTS CONTRACT CrrY OF RENTON Page 20 I. No expenses attributable to electric power development may be allocated to the cost pools identified herein unless the pools are allocated a commensurate share of revenue derived from such development. 2. Seattle shall utilize generally accepted accounting principles, as may be amended from time to time, consistently applied as a basis for developing the financial information upon which rates and charges are based. 3. Abrupt changes in financial policies should be avoided. 4. The rate structure should encourage the efficient use of water, conservation and the timely development of new environmentally responsible water sources and should incorporate seasonal rates and other pricing approaches to encourage efficient use. 5. The rate structure should be innovative, flexible and adaptive whenever it is cost effective and beneficial in furthering the rate -making policies. 6. The rate structure should be simple to administer and easily understandable. 7. The rate structure should be fair and equitable while balancing the needs of all parties. 8. Capital costs which benefit only a new Wholesale Customer shall be allocated to that customer and not to any cost pool described in this contract. 9. Capital costs associated with improvements or facilities which benefit or serve individual Wholesale Customers or the Seattle Retail Distribution System may be allocated to a sub - regional or regional cost pool to the extent necessary to alleviate a disproportionate adverse impact to that Wholesale Customer or the Seattle Retail Distribution System from a regional or sub -regional capital improvement and where (i) such impact could have been reasonably avoided through a different project design, or (ii) the other PARTIAL REQUIRE14IENTs CONTRACT CITY OF RENTON Page 21 Wholesale Customers, including the Seattle Retail Distribution System, receive tangible benefits, directly or indirectly, from the adopted capital facilities plan. 10. The Seattle Retail Distribution System shall be treated as the equivalent of a Wholesale Customer of the Seattle Regional Water Supply System for the purpose of charging Seattle the same wholesale rates and charges as Water Utility for water supply and transmission. Costs calculated under the costs pools described below shall apply to all Wholesale Customers and to the Seattle Retail Distribution System, except as otherwise stated in a particular wholesale water supply contract. 11. The allocation of costs associated with capital construction activities within the Seattle Regional Water Supply System shall be the responsibility of the Operating Board. The Operating Board shall use its best efforts to determine and approve a cost allocation method for infrastructure projects prior to the capital project obtaining construction approval from the Seattle City Council. Failure of the Operating Board to determine and approve a cost allocation method shall not hinder the Seattle City Council from approving capital infiastructure projects in order to assure Seattle's ability to fulfill the requirements of this contract. 12. All parties will use best efforts in establishing rates and cost allocations that reflect the rate -making and cost allocation principles set forth in this Section IV.A. IV.B. Ratemaking Framework Subject to the foregoing principles, wholesale rates and charges for the services described in this contract shall be developed by Seattle based on the following framework: 1. Water Soply and Transmission Service. The costs of water supply and transmission of water shall be accounted for separately in the water supply and transmission cost pools PARTIAL REQUMEWNIS CONTRACT CITY OF RENTON page 22 described below. The price for each service shall be recovered through separate rates for each service. All direct costs incurred in providing water supply and transmission services shall be allocated to the appropriate cost pool and recovered through the rates for each service. In addition, certain indirect costs consisting of a reasonable overhead and administration cost shall be allocated to the appropriate cost pool and recovered through rates for each service. 2. Water Supply - Basic and Elective_ Services. The costs of supplying water falls into two categories — basic and elective services. Basic service costs include direct and indirect costs attributable to the delivery of water to the Wholesale Customers and to Seattle's Retail Distribution System pursuant to the foregoing principles. Elective services are optional services, such as water quality laboratory services and specific engineering support that Seattle makes available. 3. Conservation. Costs incurred by Seattle for the Regional Water Conservation Program shall be allocated to both the New Supply Cost Pool and Renton New Supply Cost Pool, which is defined in Section N.C.l.c. Only the Renton New Supply Cost Pool will be allocated to Water Utility in accordance with Section 1V.E.7 and the costs shall be recovered through a block payment in accordance with Section VII.A. 4. Block Payments In Lieu of New Sup& Rates or Facilities Char es. Water Utility's payment of the annual costs allocated to it through the Renton New Supply Cost Pool will be in lieu of paying new supply rates or facilities charges under this contract. Accordingly, Seattle will set a rate for Water Utility consisting of the existing supply rate, existing transmission rate and new transmission rate only. PARTIAL REQUMENIENTS CONTRACT Crrx of RENTON Page 23 IV. C. - Water Supply Pricing — Basic Services 1. Three Water Supply Cost Pools. For the purposes of determining costs of water supply, there shall be three cost pools: An existing supply cost pool ("Existing Supply Cost Pool'), a new supply cost pool (" New Supply Cost Pool") and a new supply cost pool for Renton {"Renton New Supply Cost Pool") authorized under Section 1V.E.5.a and defined in Section N.C.l.c below. a. Existing Supply Cost Pool. The Existing Supply Cost Pool shall be accounted for as follows: i. A basic services rate for water supply shall be charged to recover the full costs of operating, maintaining, repairing, renewing and replacing the Existing Supply Resources incurred by Seattle. ii. All regional conservation programs undertaken by Seattle prior to January 1, 2002, shall be considered an Existing Supply Resource cost. iii. Renewal and replacement of Existing Supply Resources will be an Existing Supply Resource cost. b. New Supply Cost Pool. The New Supply Cost Pool shall be accounted for as follows: L Water supply resources developed after January 1, 2002 that expand the capacity of the Seattle Regional Water Supply System ("New Supply Resources"), including the costs of the Regional Water Conservation Programa from January 1, 2002, shall be included in the New Supply Cost Pool. if any portion of a New Supply Resource project enhances reliability of Existing Supply Resources, the costs thereof may be PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 24 allocated to the Existing Supply Cost Pool if the Operating Board and Seattle both agree, ii. The cost of New Supply Resources plus Rate of Return on Investment may be recovered either through FCs or new supply rates charged to the holders of Full and Partial Requirements Contracts, except for Renton, and the Seattle Retail Distribution System. The new supply rate shall be applied to all holders of Full and Partial Requirements Contracts, except for Renton, and the Seattle Retail Distribution System, iii. The Operating Board shall determine the portion of the New Supply Resource costs that shall be recovered through FCs or through new supply rates. The FCs and new supply rates may be scalable to create an incentive for developers to build housing or commercial units with efficient water usage levels. Wholesale Customers and Seattle in setting rates for retail customers shall be free to choose the method of incorporating FCs or new supply rates into their own retail rates and charges. iv. Holders of Full and Partial Requirements Contracts who have not purchased water from Seattle under the 1982 Water Purveyor Contract shall be assessed the full marginal costs of the operation, including Rate of Return -on Investment, of the New Supply Resources. This assessment may be satisfied by either paying FCs and new supply rates or arranging a special water supply rate in lieu of paying FCs. PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 25 C. Renton New Supply Cost Pool. The Renton New Supply Cost Pool shall be accounted for as follows: i. New Supply Resources developed after January 1, 2012, including the costs of the Regional Water Conservation Program from January 1, 2012, shall be included in the Renton New Supply Cost Pool. ii. The cost of the New Supply Resources plus Rate of Return on Investment will be recovered through a block payment in accordance with Section VII.A. d. Emergency Surcharge. In the event of a drought, catastrophe, or other extraordinary condition that requires emergency expenditures to maintain a sufficient water supply, Seattle may impose an emergency surcharge on all holders of Full and Partial Requirements Contracts in order to pay for such expenditures or maintain financial stability of the Seattle Regional Water Supply System, or both. Any such emergency surcharge shall be presented to the Operating Board prior to adoption by the Seattle City Council. Seattle shall consider the comments of the Operating Board but shall nevertheless have the full authority to adopt the emergency surcharge. IV.D. Transmission Pricing - Basic Services 1. Transmission Costs Pools. For purposes of determining the cost of the transmission of water to the Wholesale Customers there shall be three transmission cost pools consisting of an existing transmission cost pool ("Existing Transmission Cost Pool"), a new transmission cost pool ("New Transmission Cost Pool'), and a Renton Sub -regional Cost Pool ("Renton Sub -regional Cost Pool'). PARTIAL REOUIREMENTs CONTRACT CITY OF RENTON Page 26 a. Existing Transmission Cost Pool. Costs to be allocated to the Existing Transmission Cost Pool shall consist of the following: operation, maintenance, repairs, renewals, and replacements to the Seattle Transmission Facilities. i. The Seattle Transmission Facilities are owned and operated as a regional network by Seattle to convey water to wholesale customers and to the Seattle Retail Distribution System. Therefore, the price of transmission for water transmitted within the Seattle Transmission Facilities shall be calculated on the same basis to holders of Full and Partial Requirements Contracts and the Seattle Retail Distribution System. ii. Costs incurred for purposes of transmission reliability may be included in the Existing Transmission Cost Pool subject to the approval of the Operating Board and Seattle. b. New Transmission Cost Pool. The cost of new transmission facilities shall be included in the New Transmission Cost Pool. The renewal, replacement, upgrade, expansion, or modification of existing Seattle Transmission Facilities which create an expansion of transmission capacity may be allocated to the New Transmission Cost Pool. The Operating Board shall decide what portion of costs of renewal, replacement, upgrade, expansion or modification of existing Seattle Transmission Facilities may be allocated to the New Transmission Cost Pool and what portion of costs of a transmission project that extends the geographic extent of the transmission system that shall be allocated to the New Transmission Cost Pool or recovered from a new Wholesale Customer if the project benefits only that new Wholesale Customer. Except for costs allocated to a specific Wholesale PARTIAL REQUIREMENTS CONTRACT CrFY OF RENTox Page 27 Customer, New Transmission Cost Pool costs shall be recovered through new transmission rates or FCs as determined by the Operating Board. The new transmission rate shall be applied in a uniform manner to all holders of Full and Partial Requirements Contracts and the Seattle Retail Distribution System. C. Renton Sub -regional Cost Pool. Water Utility is served, in part, by the sub - regional water transmission facilities listed in Exhibit XI. The costs of operating, maintaining, repairing and replacing these facilities shall be included in the Renton Sub -regional Cost Pool, together with any other costs Water Utility and Seattle agree to include. 2. Demand Charge. a. Seattle may adopt a demand charge in accordance with the methodology described in Exhibit Hl. The demand charge rate (i.e., dollars per 1000 gallons of deficient storage) shall be based on the equivalent cost of providing the deficient storage. b. The proceeds of the demand charge will be treated in rate setting as a credit to the New Transmission Cost Pool. c. Seattle shall suspend the demand charge rate in the event of emergencies and unforeseen conditions. 3. Cost of New or Chan gd Service Connection. If Seattle requests a change in the location of the Service Connection to Water Utility for the benefit of the Seattle Regional Water Supply System, then the costs, including any retirement costs of the old Service Connection, shall be included in the appropriate transmission cost pool. If Water Utility requests a new Service Connection or a change in location of an existing Service PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 28 Connection, then Water Utility shall pay the costs of the new or changed Service Connection, including any retirement costs of the old Service Connection regardless of the cause provided that the cause is consistent with AWWA and safety standards and practices. W.E. Allocation of Costs and Revenues into Cost Pools 1. Accounting. Seattle shall maintain a cost accounting system consistent with the provisions of this contract and generally accepted accounting principles, as amended from time to time, consistently applied in developing the financial information for determining the costs of acquisition, construction, repair, renewal, replacement, upgrade, expansion, maintenance, and operation of the facilities in each cost pool. a. Asset Accounts. An asset account shall be maintained for each facility and within that account Seattle shall record the original cost of that facility plus betterments and less retirements. b. Depreciation. Facilities shall be depreciated according to industry -standard water system asset lives and a record of life -to -date depreciation shall be maintained for each facility. No depreciation shall be recorded in the first calendar year of operation of a facility. A full year's depreciation shall be recorded in every subsequent year. C. Net Book Value. The net book value of any facility shall be its original cost plus betterments and less retirements as recorded in its facility asset account, less life - to -date depreciation. PARTIAL REQUIREMENTS CONTRACT MY OF RENTON Page 29 2. Infrastructure Costs. Each cost pool shall include the infrastructure costs for its respective facilities, calculated on a utility, cash or other basis depending upon the facility and the cost pool as set forth below. a. Utility. The utility basis shall be used to calculate the infrastructure costs for all Existing Supply Resources and Seattle Transmission Facilities, as well as their replacements and betterments. The utility basis may also be used for New Supply Resources and new transmission facilities in Seattle's discretion. Under the utility basis, the infrastructure cost for a facility in any year shall be the sum of (i) the annual depreciation expense recorded for that facility and (ii) the product of the net book value of that facility and the Rate of Return on Investment. At Seattle's discretion, interest costs may be considered current infrastructure costs during the construction of a facility. However, any such interest costs must be considered contributions in aid of construction, and not included in the Net Book Value of the facility for purposes of calculating Utility Basis costs in future years. b. Cash Basis. The cash basis may be used in Seattle's discretion for New Supply Resources and transmission facilities or a portion thereof. Under the cash basis, the infrastructure cost for a facility in any year shall be the actual cash expenditure made by Seattle in that year for either the payment of construction costs or actual principal and interest costs on debt issued to finance its construction. In the event that the depreciation lifetime of the facility is less than the term of the debt issued to finance all or a portion of the facility, debt PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 30 maturities will be selected such that the construction cost of the facility will be fully amortized at the end of its depreciation lifetime. C. Other Basis. Seattle, with the approval of the Operating Board, may determine one or more other bases on which to calculate infrastructure costs and may apply these bases to facilities in the New Supply, Renton New Supply, and New Transmission Cost Pools. Disposition of any facilities under another basis will be determined at the same time in accordance with Section IVIA 3. Operations Costs. The costs of operating the assets assigned to a cost pool shall be included in the cost pool. The annual operations costs of a cost pool shall be the labor, materials, equipment and other direct costs required for the operation, maintenance, and repair of the facilities in that cost pool, together with any net profit or expense from the disposition of facilities in that pool. Operations costs shall include the cost of general and administrative overhead applied in a manner consistent with its application to capital construction projects. a. Existing Supply Operations Costs.. The parties agree that an efficient way of handling operations costs for the Existing Supply Cost Pool shall be as follows: The operations cost base in the Existing Supply Cost Pool for the year 2010 shall be determined in accordance with the line item labeled "2010 Costs in identified activities" under Existing Supply in Note 2 — Operations Costs, Notes to the Wholesale Statements for the City of Seattle, Seattle Public Utilities, Water Fund, during the annual cost -audit process for 2010 in accordance with Section 1V.E.10, which occurs by the end of 2011 and applies to all Wholesale Customers and Seattle. Seattle will notify Water Utility of the actual 2010 operations cost base in PARTIAL REQUIREMENTS CONTRACT CCTY OF RENTON Page 31 the Existing Supply Cost Pool in writing, which shall become incorporated as part of this contract at that time. to each succeeding year, the amount of the operations cost base from the previous year shall be adjusted by the percentage increase in the operations cost in the Existing Supply cost centers identified in Exhibit IX, as amended from time to time. b. Existing Transmission Operations Costs. The parties agree that an efficient way of handling operations costs for the Existing Transmission Cost Pool shall be as follows: the operations costs base in the Existing Transmission Cost Pool for the year 2010 shall be determined in accordance with the .line item labeled "2010 Costs in identified activities" under Existing Transmission in Note 2 — Operations Costs, Notes to the Wholesale Statements for the City of Seattle, Seattle Public Utilities, Water Fund, during the annual cost -audit process for 2010 in accordance .with Section IV.E.10, which occurs by the end of 2011 and applies to all Wholesale Customers and Seattle. Seattle will notify Water Utility of the actual 2010 operations cost base in the Existing Transmission Cost Pool in writing, which shall become incorporated as part of this contract at that time. In each succeeding year, the amount of the operations cost base from the previous year shall be adjusted by the percentage increase in the operations cost in the Existing Transmission cost centers identified in Exhibit IX, as amended from time to time. C. New Supply _Operations Costs. The operation costs of the Regional Water Conservation Program after January 1, 2002, together with the costs of operating facilities assigned to the New Supply Cost Pool and any other costs allocated by the Operating Board, shall be assigned to the New Supply Cost Pool. The PARTUL REQUIREMENTS CONTRACT CITY OFRENTON Page 32 operations cost base in the New Supply Cost Pool for 2010 shall be determined in accordance with the line item labeled "20I0 Costs in identified activities" under New Supply in Note 2 — Operations Costs, Notes to the Wholesale Statements for the City of Seattle, Seattle Public Utilities, Water Fund, during the annual cost - audit process for 2010 in accordance with Section ME.10, which occurs by the end of 2011 and applies to all Wholesale Customers and Seattle. Seattle will notify Water Utility of the actual 2010 operations cost base in the New Supply Cost Pool in writing, which shall become incorporated as part of this contract at that time. In each succeeding year, the amount of the operations cost base shall be adjusted by the percentage increase in the operations costs in the New Supply cost centers as identified in Exhibit IX, as amended from time to time. d. Renton New Supply Operations Costs. The operation costs of the Regional Water Conservation Program after January 1, 2012, together with the costs of operating facilities assigned to the Renton New Supply Cost Pool and any other costs allocated by the Operating Board, shall be assigned to the Renton New Supply Cost Pool. The operations cost base in the Renton New Supply Cost Pool for 2012 shall be determined in accordance with the line item labeled "2012 Costs in identified activities" under New Supply in Note 2 — Operations Costs, Notes to the Wholesale Statements for the City of Seattle, Seattle Public Utilities, Water Fund, during the annual cost -audit process for 2012 in accordance with Section IV.E.10, which occurs by the end of 2013 and applies to all Wholesale Customers and Seattle. Seattle will notify Water Utility of the actual 2012 operations cost base in the Renton New Supply Cost Pool in writing, which shall become PARTIAL REQUIREMENTS coNTRAc r CITY OF RENTON Page 33 incorporated as part of this contract at that time. In each succeeding year, the amount of the operations cost base shall be adjusted by the percentage increase in the operations costs in the New Supply cost centers as identified in Exhibit IX, as amended from time to time. e. New Transmission Operations Costs. The actual costs of operating facilities assigned to the New Transmission Cost Pool and any other costs allocated by the Operating Board, shall be assigned to the New Transmission Cost Pool. f. Renton Sub -regional, Operations Costs. The actual costs of operating facilities assigned to the Renton Sub -regional Cost Pool, together with any additional operations costs approved by Water Utility and Seattle. 4. Disposition Costs. The costs of disposing of assets within a cost pool shall be included in the cost pool. Net disposition costs shall be calculated as follows: a. Disposition Under the Utility Basis. The net book value of the facility, less any sales, salvage, or other revenues derived from the disposition of that facility. b. Disposition Under the Cash Basis. The value of principal of unpaid maturities of debt used to finance the construction cost of the facility, less any sales, salvage or other revenues derived from the disposition of that facility. C. Disposition Under Other Basis. Disposition of any facilities whose infrastructure costs are calculated on another basis under section IV.E.2.c. above shall be determined by the parties as part of the definition of such other basis. 5. Creation of Additional Cost Pools. Seattle, in its discretion, may create additional cost pools to provide equity and flexibility in payment arrangements and the allocation of costs as the Seattle Regional Water Supply System expands to include new infrastructure, PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 34 operations, and customers. The costs in an additional cost pool, or a portion thereof, may be added to an existing cost pool subject to the consent of the Operating Board if the costs to be allocated satisfy the criteria for allocation to the existing cost pool. a. Creation of Renton New Supply Cost _Pool. The parties agree that, due to the unique circumstances that Seattle will provide Regional Conservation Program services throughout Water Utility's entire retail service area, but that Water Utility's purchases of water from the Seattle Regional Water Supply System are expected to be a minor portion of overall demand for Water Utility, the parties agree to an alternative cost recovery mechanism for the term of the contract in lieu of the new supply rates or FC's applicable to other Wholesale Customers. Accordingly, pursuant to this Section ME.5, Seattle is creating the Renton New Supply Cost Pool. 6. Facilities Charge Revenues. Supply FC revenues, which consist of those revenues from FCs the Operating Board has determined are to recover a certain portion of New Supply Resources costs, shall offset infrastructure costs in the New Supply Cost Pool. Surpluses and deficits in actual Supply FC revenues over costs to be recovered through the Supply FC shall be carried forward and earn simple interest at Seattle's Average Cost of Debt. Any current -year deficit (including any surplus balance available from previous years) shall be paid by gates for the New Supply Cost Pool. New Supply Cost Pool rates shall be discounted by surplus Supply FC revenues until any deficit Supply FC balance is repaid, except the amount of this discount shall not exceed, without the agreement of the Operating Board, twice the maximum annual deficit paid by the rate for the New Supply Cost Pool in any one year. PARTIAL RF,QUIREMENTS CONTRACT CITY OF RENTON Page 35 In the event that Supply FC surplus balances exceed the Net Book Value of assets whose costs are allocated to the Supply FC, the difference between the Supply FC balance and the Net Book Value of these assets shall be used to discount the rate for the New Supply Cost Pool (and the Supply FC surplus balance shall be reduced by the amount of this discount). The use and accounting for transmission FCs shall be done in,a like manner to supply FCs. Seattle and Water Utility agree that FC revenues are the sole property of Seattle. 7. Allocation of Cost Pools by Customer Class. The costs in cost pools shall be allocated within the pools as follows: a. Allocation of Existing Supply Cost Pool. The total cost of the Existing Supply Cost Pool shall be allocated to two customer classes as follows: L Block Purchase Customer Class. The portion of costs in the Existing Supply Cost Pool allocated to holders of BIock Purchase Contracts shall be determined pursuant to those contracts. ii. Full and Partial Egguirements Customer Class. The holders of Full and Partial Requirements Contracts and the Seattle Retail Distribution System shall be allocated the remaining costs in the Existing Supply Cost Pool. b. Allocation of New Supply Cost Pool. The costs allocated to the New Supply Cost Pool shall be: Block Purchase Customer Class. The holders of Block Purchase Contracts shall be allocated no costs from the New Supply Cost Pool. ii Full and Partial Re uirements Customer Class. The holders of Full and Partial Requirements Contracts, except for Renton, and the Seattle Retail PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 3B Distribution System shall be allocated all costs in the New Supply Cost Pool. C. Allocation of Existing Transmission Cost Pool. The costs of the Existing Transmission Cost Pool shall be allocated as follows: i. Block Purchase Customer Class. The proportion of costs in the Existing Transmission Cost Pool allocated to holders of Block Purchase Contracts shall be determined pursuant to those contracts. ii Full and Partial Requirements Customer Class. The holders of Full and Partial Requirements Contracts and the Seattle Retail Distribution System shall be allocated the remaining costs in the Existing Transmission Cost Pool. d. Allocation of New Transmission Cost Pool. i. Block Purchase Customer Class. The holders of Block Purchase Contracts shall be allocated no costs from the New Transmission Cost Pool. ii Full and Partial Requirements Customer Class. The holders of Full and Partial Requirements Contracts and the Seattle Retail Distribution System shall be allocated all costs in the New Transmission Cost Pool, e. Allocation of the Renton New Supply Cost Pool. i Block Purchase Customer Class. The holders of Block Purchase Contracts shall be allocated no costs from the Renton New Supply Cost Pool. ii. Full and Partial Requirements Customer Class. The holders of Full and Partial Requirements Contracts, except for Renton, and the Seattle Retail PARTIAL REQUIREMENTS CONTRACT CITY OFRENTON Page 37 Distribution System shall be allocated no costs from the Renton- New Supply Cost Pool. iii. Water Utility. Water Utility shall be allocated 5.7% of the costs from the Renton New Supply Cost Pool. Seattle may update the 5.7% share of costs allocated to Water Utility, either as a result of Water Utility acquiring additional service area pursuant to Section II.B.2.c, or as of January 1, 2017 and every 5 years thereafter during the term of the contract, which will be a calculation of the percentage of Water Utility's retail flows for all customers in its retail service area as compared to all retail flows of the Wholesale Customers and the Seattle Retail Distribution System. £ Allocation of Renton Sub -region Cost Pool. All costs in the Renton Sub -regional Cost Pool shall be allocated according to Exhibit XIL g. Allocation of Additional Cost Pools. At the time an additional cost pool is created by Seattle pursuant to Section 1V.E.5, the additional cost pool will be allocated by customer class. 8. Facilities Charges. If Seattle establishes FCs as authorized herein, then such charges shall be calculated as follows: a. ERU Definition. Seattle shall develop a definition of an Equivalent Residential Unit ("TRU") based on, meter size as set forth in Exhibit VI, number of residential units, water use, or other basis which shall be consistent with accepted industry standards. The Operating Board shall • have the right to review and PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 38 comment on the definition and Seattle shall consider the Operating Board's comments. b. Record -Keeping. Upon reasonable notice, Water Utility shall make its billing and connection records available to Seattle for inspection and copying during normal business hours and Seattle's billing and connection records shall be made available to any Wholesale Customer on the same basis. C. Annual Calculation of ERUs. Until such time as Seattle develops another basis, the calculation of ERUs in any year shall be the annual growth in the number of meters installed by Water Utility during the year taking into account the size of each meter. d. Imposition of Facilities Charges. Seattle shall collect and Water Utility shall pay FCs based on the following: i. Independent Sources. Water Utility operates the sources of water supply independent of the Seattle Regional Water Supply System listed in Exhibits I and XIII. ii. Record Maintenance. Water Utility shall maintain records of the monthly production of each independent source of supply in a manner consistent with industry standards, and shall allow Seattle, upon reasonable notice, to examine and copy these records at their customary location during normal business hours. iii, Permanent Interruution of an Independent Source. In the event that the annual water supply capacity of an Independent Source, or of all Independent Sources in. aggregate, is found to be permanently interrupted, Water Utility shall pay Seattle an amount equal to the then -current ERU Fee multiplied by PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 39 the number of ERUs that could be served, on an annual basis, by a supply of the same size as the permanently interrupted independent supply. This amount shall be paid in annual installments over a period not to exceed five years. iv. Seattle Report on ERUs. Seattle shall prepare and distribute a report no later st than March 31 of each year showing the ERU count of the Seattle Retail Distribution System and each Wholesale Customer, except Renton, on such basis for the previous year and each year since the effective date of this contract. C. Rate Setting. The structure of FCs or water rates charged to the holders of Full and Partial Requirements Contracts shall be determined by Seattle, at its sole discretion, except that the price may not, without the consent of Water Utility, be set to collect more than the costs forecast under Section IV hereof and Rate of Return on Investment. FCs shall be calculated as set forth on page 1 of Exhibit VI. 9. Cost Audit. At the end of each fiscal year, Seattle shall provide a statement of actual costs allocated to each cost pool and other costs and revenues received, which statement may be audited by an external auditor selected by the Operating Board. In addition, Water Utility may have the statement audited by an external auditor of its choice, solely at Water Utility's expense. 10. Transition. a. Prior Operating Board Decisions. Water Utility acknowledges and agrees it will be bound by decisions the Operating Board has made under the authority in this PARTIAL REQUIREMENTS CONTRACT CI'T'Y OF RENTON Page 40 contract that have been made prior to the Effective Date of this contract so that such decisions apply to all holders of Full and Partial Requirements Contracts. b. Early Contract Signing Fee. Within two months of the Effective Date of this contract, Water Utility agrees to pay to Seattle an Early Contract Signing Fee of $6373.00. if a Water Utility requires a longer period, it may pay the fee in monthly increments until December 2011 at 1% interest. c. Transfer to Full and Partial Rates. i. Within two months of the Effective Date of this contract, Seattle will; 1) make appropriate changes to its billing system to charge Water Utility for water supplied under this contract at the then current rates for Full or Partial Requirements Contracts under Seattle Municipal Code ("SMC") Section 21.04.440.E.2 ("Billing System Change Date"); and 2) credit back to Water Utility the difference between the amount Water Utility paid for water supplied at the then current rates under its Water Purveyor Contract between the City of Seattle and the City of Renton for the Sale of Wholesale Water by Seattle to Renton, dated November 1,.1998, and what the Water Utility would have paid for water supplied at the then current rates for Full or Partial Requirements Contracts under SMC 21.04.440.E.2 from January 1, 2011 until the Billing System Change Date. PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 41 d. Existing Regional Deficit. The parties acknowledge and agree that as of December 31, 2010, there may be an existing regional deficit or surplus in the running balance under Section IV.I.1 that was created by Wholesale Customers signing contracts prior to 2011 and the Seattle Regional Distribution System. Although Water Utility did not contribute to the existing deficit or surplus, it will have to pay higher or lower rates in the 2012-2014 rate period to help eliminate the deficit or surplus, respectively. In the event of a deficit, Seattle agrees to credit back to Water Utility, 70% of the amount that Water Utility will contribute to eliminating the existing deficit through higher rates. In the event of a surplus, Water Utility agrees to pay Seattle 70% of the amount that Water Utility will benefit from eliminating the existing surplus through lower rates. The actual amount of the existing deficit or surplus will be determined during the annual cost audit process for 2010, which is targeted for third quarter 2011. The amount to be credited or charged will be based on Water Utility's percentage of 2010 annual flow times the total existing regional deficit or surplus times 70%. Upon the completion of the 2010 annual cost audit process, Seattle will provide Water Utility with an accounting of the total credit or charge in writing. Beginning January 2012, Seattle will provide one or more monthly credits or charges on Water Utility's water bill until the entire credit or charge balance is paid off. Seattle or Water utility, as appropriate, will pay the entire balance by December 31, 2012. Any outstanding credit or charge balance will accrue interest at SeattIe's average cost of debt from December 31, 2010 until the entire balance is paid off. PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 42 e. One-time Regional Conservation Pro am Fees. i. Water Utility agrees to pay Seattle a one-time Regional Conservation Program start-up fee of $15,000 no later than December 31, 2011. ii. Water Utility agrees to pay Seattle a one-time Regional Conservation Program buy -in fee of $34,000 no later than January 31, 2012. 1V.F. Elective Services 1. Water Supply Services. Seattle may provide certain elective services (e.g. conservation, engineering) to Water Utility upon request by Water Utility. Such services shall be negotiated and contracted for separately between Water Utility and Seattle. 2. Transmission Wheeling. In consultation with the Operating Board, excess transmission capacity may be made available by Seattle for a fee for purposes of wheeling water between points within the Seattle Regional Water Supply System to Water Utility or to others. 3. Water Quality. So long as Seattle owns and operates a water quality lab, Water Utility may request the services of that lab based on its published rates. IV.G. Rate Adjustment 1. Rate Adjustment. Upon 120 -days notice to Water Utility of its intent to do so, Seattle may adjust water service rates and FCs, if applicable, to Water Utility subject to the terms of this contract. Rate adjustments will be effected only within five years of the completion of a cost of service study to be conducted by Seattle, which shall include an analysis of the allocation of operation, maintenance and capital costs between cost pools. Such study shall be prepared in accordance with accepted industry standards. In addition, Seattle shall review the Operating Board's comments and recommendations on the rate PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 43 proposal and provide a written explanation of any recommendations that are not accepted. 2. Statement of Annual Costs for Block Payment. On or before December 15t of each year, beginning December 1, 2011, Seattle will notify Water Utility of the costs allocated to Water Utility through the Renton New Supply Cost Pool for the next year. The annual cost will be the sum of the prospective cost estimate allocated to Water Utility through the Renton New Supply cost Pool plus or minus the amount of deficit or excess, respectively, indentified in the most recent cost audit for the Renton New Supply Cost Pool in accordance with Section IV.I.4. 3. Rate Consultant. An independent rate consultant shall be selected by Seattle in consultation with the Operating Board. Detailed information and progress reports from the consultant will be made to Water Utility during the course of the study upon drafting of each major study section directly affecting Water Utility and other Wholesale Customers. A final consultant report shall be made available to Water Utility not less than 30 days before Seattle formally transmits any resulting rate adjustment proposal to the Operating Board. IV.H. Retail Rate -Setting Each party to this contract shall have sole authority for establishing retail rates, connection charges and other fees and charges within its respective jurisdiction. IV.I. Truing Actual Costs and Actual Revenues A mechanism for reconciling revenue targets for the various cost pools and the actual revenues received during each year shall be implemented by Seattle as follows: PARTIAL REQUIREMENTS CONTRACT C1TYOFRENTON ' Page 44 1. For each previously identified class of customers in each cost pool, except for the Renton New Supply Cost Pool, Seattle shall maintain a running balance of the excess or deficit of actual rate revenues collected less actual expenses incurred. Each balance under this section shall earn simple interest at the rate of Seattle's Average Cost of Debt. At the end of each year, each balance under this section shall be adjusted to reflect the operating results of that year. The statement of these balances shall be reviewed and approved by an external auditor. 2. FC balances shall be carried forward as set forth in Section iV.E.6. 3. Each wholesale rate study shall adjust rates to eliminate the cost pool balances. ERU fees shall be based on the costs of increments in supply and transmission capacity, and shall not be adjusted to reflect surpluses or deficits in FC revenues. 4. No later than August 1 of each year, Seattle shall provide Water Utility a statement of actual costs allocated to Water Utility through the Renton New Supply Cost Pool and other costs and revenues for that cost pool received during the prior year, which statement shall be audited by an external auditor. Water. Utility may also have the statement audited by an external auditor of its choice, solely at its expense. This statement shall clearly identify the amount by which payments made by Water Utility during the prior year were in excess of, or insufficient to meet the actual costs allocable to Water Utility through the Renton New Supply Cost Pool for the prior year. This surplus or deficit shall earn interest at Seattle's Average Cost of Debt, and shall be included in the Statement of Annual Costs under Section MG.2. No later than December 31 of the year following termination of the contract, any remaining surplus or deficit balance shall be paid in cash by the party owing the balance to the other party. PARTIAL REQUIREMENTS CONTRACT CITY Or RENTON Page 45 SECTION V. OPERATING BOARD 1. PuKpose. The purpose of the Operating Board is to provide certain limited authority to a board of representatives over policy and operational matters as they affect the Seattle Regional Water Supply System. 2. Structure and AuthoriLy. The Operating Board shall have the powers and authority as set forth herein. Exhibit IV describes the structure and' authority of the Operating Board. In the event of a conflict between provisions of this contract which grant specific powers to the Operating Board and Exhibit IV, such grants of specific powers shall control. 3. Review. The structure and authority of the Operating Board may be reviewed as of January 1, 2012 and every five years thereafter to determine its effectiveness in addressing regional and contractual issues. The review may address the composition of the Board and its powers and authority as set forth herein and in Exhibit IV, provided that notwithstanding any other term or provision of this contract, Seattle shall not have the power to disband the Operating Board nor take away or diminish the powers vested in the Operating Board as set forth in Sections II, I1I and IV of this contract. Either party may initiate the review. The reviewing party shall provide the other with its comments and proposals. The parties agree to consider the other party's comments and proposals and to respond in writing stating its reasons for rejecting any proposals and the reasons for its own counter -proposal. After consideration of all comments and proposals at each five year interval, Seattle may make changes in the structure and authority of the Operating Board that are not inconsistent with the provisions of this subsection. PARTIAL REQUIREMENTS CONTRACT CITY OF RENTOR Page 46 SECTION VI. PLANNING VI.A. Reporting of Planning Data I. By no Iater than April 1 of each year, Water Utility shall report to Seattle and the Operating Board as follows: a. Its annual and peals day total system demand for each year, during the term of this contract, as of December 31St of the previous year. b. Its forecast of Pull or Partial Water Requirements, as appropriate, for the year including estimates of annual water consumption and maximum 24 -peals demand for the ensuing calendar year, and for the fifth, tenth, and fifteenth year in the future. Such forecasts shall reflect the best judgment of Water Utility. 2. Water Utility shall report other data relating to water supply and demand as may be reasonably requested by Seattle for water planning purposes. 3. Records relevant to water supply and consumption within the possession of Seattle or Water Utility shall be provided to the other upon reasonable request. VI.B. Submittal of Water Utility Water System Plans Water Utility shall provide a copy of its water system plan, including any amendments, to Seattle for review. VI.C. Seattle as Water Planning Agency Seattle shall be the lead agency and primary planning authority for the purposes of fulfilling its obligations to provide for the Full or Partial Water Requirements of Water Utility, as appropriate. Seattle, in consultation with the Operating Board, shall examine and investigate water supplies suitable and adequate to meet the present and reasonable future needs of Seattle and the Wholesale Customers. Seattle shall prepare and adopt a plan for acquiring such water supplies in PARTIAL REQUMEMENTS CONTRACT CITY OF RENTON Page 47 a timely fashion. The plan shall provide for the lands, waters, water rights and easements necessary therefor, and facilities for retaining, storing and delivering such waters, including dams, reservoirs, aqueducts and pipelines to convey same throughout the Seattle Regional Water Supply System. In preparing or adopting the plan, Seattle shall consider as possible alternatives or additional water supply sources, the acquisition of water from sources controlled or developed by individual water utilities, legally constituted groups of water utilities or utilities which are not presently supplied by the Seattle Regional Water Supply System. Seattle has final responsibility for the plan and -for fulfilling the obligations of this contract. However, the Operating Board may participate in developing the plan by proposing goals and objectives for the Seattle Regional Water Supply System, by making any additional suggestions and by acting in a review capacity. VI.D. Comprehensive Capital Facilities Plan Before ordering any major improvements to fulfill the requirements of this contract, Seattle shall adopt and maintain a comprehensive capital facilities plan for the Seattle Regional Water Supply System, which provides for such improvements. Any capital facilities plan adopted by Seattle for the Seattle Regional Water Supply System shall comply with and implement the Rate -making and Cost Allocation Principles in Section MA of this contract. This plan shall identify any reasonable costs for capital improvements to alleviate a disproportionate adverse impact to the distribution system(s) of Water Utility, another Wholesale Customer represented on the Operating Board or Seattle, to the extent it is caused by a capital improvement in the capital facilities plan for the Seattle Regional Water Supply System. When such plan is updated or amended, it shall be reviewed by the Operating Board prior to submission to the Seattle City Council. The Operating Board shall respond within 60 days of receipt of the plan, or its approval shall be presumed to be given. The response submitted by the Operating Board regarding PARTIAL REQUIREMENTS CONTRACT CITY OFRENTON Page 48 facilities substantially affecting Water Utility and other Wholesale Customers shall be seriously considered by Seattle. Seattle shall reply to the Operating Board within 90 days with its comments. The Operating Board and Seattle shall use their best efforts to arrive at a mutually acceptable plan. VI.E. Emergency Planning An emergency plan shall be prepared and maintained by Seattle as part of its Water System Plan to provide for water supply in the event of drought or disaster. Such plan shall be prepared pursuant to the procedure outlined in Section VI.D. Water Utility shall use reasonable efforts to comply with the provisions of such plan, or alternatively, Water Utility may adopt its own emergency plan if it believes it is prudent to do so. SECTION VII. PAYMENT VILA. Collection of Money Due City Seattle shall bill Water Utility on a monthly basis for all charges due under this contract. For the annual cost allocated to Water Utility each year through the Renton New Supply Cost Pool, Seattle will bill Water Utility 1112 of the annual cost each month. Water Utility shall pay such charges within 60 days of the billing date. VII.B. Penalties for Late Payment All Iate payments, and any. refund of an amount in dispute that was paid under protest, shall accrue interest at 1% per month. VII.C. Billing Disputes Water Utility may dispute the accuracy of any portion of charges billed by Seattle by notifying Seattle in writing within the 60 -day payment period of the specific nature of the dispute and paying the undisputed portion of the charges. This provision is not intended to limit Water PARTIAL. REQUIREMENTS CONTRACT CITY OF RENTON Page 49 Utility's right to dispute billing errors or charges that are not reasonably discoverable by Water Utility within the 60 -day payment period. Seattle shall consider and decide any billing dispute in a reasonable and timely manner. Any billing disputes that remain atter such consideration shall be reconciled pursuant to the dispute resolution procedures of this contract. SECTION VIII. CONTRACT AMENDMENTS Seattle shall notify Water Utility and all other holders of Full or Partial Requirements Contracts of any amendments to such contracts within 30 days of the execution of such amendment. Water Utility shall then have 90 days to decide whether to include such amendment in this contract by giving written notice to Seattle of its election to do so. Upon the issuance of such notice, Seattle shall issue the amendment to Water Utility and the amendment shall be final and binding upon both parties upon mutual execution. SECTION IX. DISPUTE RESOLUTION Dispute resolution shall proceed as follows: IX.A. Operating Board Review Any dispute regarding this contract that remains unresolved after good faith negotiations between Water Utility and Seattle shall be referred to the Operating Board for consideration and recommendation. Each party shall submit a written statement regarding the dispute to the Operating Board. 1. If the dispute cannot be resolved in discussions with the Operating Board, then the Operating Board shall provide -written recommendations to each party within 60 days of the above submittal setting forth its interpretation of the applicable facts and law. PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 50 2. If either party rejects the written recommendation of the Operating Board, that party shall, within 10 days, notify the other party in writing of its reasons. JX.B. Seattle City Council Review The written statements of the parties, the recommendations of the Operating Board, if applicable, and the written reasons for either party's rejection of those recommendations shall then be submitted to the Seattle City Council for review. 1. Within 60 days of the submittal of the written materials, the Seattle City Council shall provide written recommendations to resolve the dispute. 2. If either party rejects the written recommendation of the Seattle City Council, that party shall, within 10 days, notify the other party in writing of its reasons. IX.C. Non-binding Mediation Within 10 days of receiving the written rejection of the Seattle City Council's recommendations by one or both parties, each party shall designate in writing not more than 5 candidates it proposes to act as a non-binding mediator. I . If the parties cannot agree on one of the mediators from the combined list within 5 days, the Operating Board shall, within an additional 5 days, select one of the mediators from either list to serve as mediator. 2. Upon selection of the mediator, the parties shall Use reasonable efforts to resolve the dispute within 30 days with the assistance of the mediator. IX.D. Resort to Litigation If mediation fails to resolve the dispute within 30 days of selection of the mediator, the parties may thereafter seek redress in court subject to Section X.H below. PARTIAL REQUIREMENTS CONTRACT crrY OF RENTON Page 51 IX.E. EFFICIENCY OF REVIEW In order to facilitate a more efficient review of disputes under this Section, the Parties agree to skip the step in Section IX.A above in order to avoid a redundant act. The Parties may also mutually agree to skip the step in Section iX.C, if it is in the best interests of the Parties in resolving the dispute. SECTION X. NIISCELLANEOUS X.A. Notification Whenever written notice is required by this contract, that notice shall be given to the following representatives by actual delivery or by the United States mail (registered or certified with return receipt requested,) addressed to the respective party at the following addresses or a different address hereafter designated in writing by the party): SEATTLE: t Director I Seattle Public Utilities Seattle Municipal Tower 700 Fifth Ave., Suite 4940 PO Box 34018 Seattle, WA 98124-4018 WATER UTILITY (CITY OF l: Administrator -Public Works Department City of Renton Renton City Hall 1055 South Grady Way Renton, VITA 98057 The date of giving such notice shall be deemed to be the postmarked date of mailing. PARTIAL REQUMEMENTS CONTRACT CITY OF RENTONI Page 52 X.B. Severability The purpose of this contract is to provide for long-term water supply planning and certainty for both Seattle and Water Utility through adoption of orderly plans calling for the expenditure of significant sums of money for regional water supply and transmission facilities. It is the intent of the parties that if any provision of this contract or its application is held by a court of competent jurisdiction to be illegal, invalid, or void, the validity of the remaining provisions of this contract or its application to other entities, or circumstances shall not be affected. The remaining provisions shall continue in full force and effect, and the rights and obligations of the parties shall be construed and enforced as if the contract did not contain the particular invalid provision; provided, however, if the invalid provision or its application is found by a court of competent jurisdiction to be substantive and to render performance of the remaining provisions unworkable and non -feasible, is found to seriously affect the consideration -and is inseparably connected to the remainder of the contract, the entire contract shall be null and void. X.C. Consent Whenever it is provided in this contract that the prior written consent or approval of either party is required as a condition precedent to any actions, in each such instance said consent or approval shall not be unreasonably withheld, and in each such instance where prior consent is sought, failure of the party to respond in writing within 90 days of the request shall be deemed as that party's consent or approval unless expressly stated herein. This provision does not apply to requests for amendments of this contract. PARTIAL REQUIREMENTS CONTRACT Crry of REI�TaN Page 53 X.D. Emergency Situations Nothing in this contract shall be deemed to preclude either party from taking necessary action to maintain or restore water supply in emergency situations and such action shall not be deemed a violation of this contract. X.E. No Joint Venture - individual Liability This is not an agreement of joint venture or partnership, and no provision of this contract shall be construed so as to make Water Utility individually or collectively a partner or joint venturer with any other Wholesale Customer or with Seattle. Neither party is an agent of the other. Neither Seattle nor Water Utility shall be liable for the acts of the other in any representative capacity whatsoever. X.F. Complete Agreement This contract represents the entire agreement between the parties hereto concerning the subject matter hereof. This contract may not be amended except as provided herein. K.G. Relinquishment of Prior Contract Upon the Effective Date of this contract, Water Utility relinquishes its then existing 1982 Water Purveyor Contract with Seattle and the terms and conditions of that 1982 Water Purveyor Contract shall have no further force and effect. X.H. Venue, Jurisdiction and Specific Performance In the event of litigation between the parties, venue and jurisdiction shall lie with the King County Superior Court of the State of Washington. The parties shall be entitled to specific performance of the terms hereof. PARTIAL REQUIREMENTS CONTRACT CITY OFRENTON Page 64 X.I. Default In the event of default of any provision of the contract, the non -defaulting party shall issue written notice to the other party setting forth the nature of the default. If the default is for a monetary payment due hereunder, the defaulting party shall have thirty (30) days to cure the default. In the event of other defaults, the defaulting parry shall use its best efforts to cure the default within ninety (90) days. If such default cannot be reasonably cured within such ninety (90) day period, the defaulting party shall, upon written request prior to the expiration of the ninety (90) day period be granted an additional sixty (60) days to cure the default. X.J. Force Majeur The time periods for the parties' performance under any provisions of this contract shall be extended for a reasonable period of time during which a party's performance is prevented, in good faith, due to fire, flood, earthquake, lockouts, strikes, embargoes, acts of God, war and civil disobedience. If this provision is invoked, the parties agree to immediately take all reasonable steps to alleviate, cure, minimize or avoid the cause preventing such performance, at their sole expense, X.K. Successors This contract shall inure to the benefit of and be binding upon the parties and their successors and assigns. X.L. Exhibits Exhibits I through XIII are attached hereto and are hereby incorporated by reference as if set forth in full herein. PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 55 INTENTIONALLY BLANK PARTIAL REQUIREMENTS CONTRACT CITY OFRENTON Page 66 SIGNATURE PAGE IN WITNESS WHEREOF, the parties hereby execute this contract. CITY OF RENTON: r � Mayor Denis Law, Ma TITLE: ,,� JJ Attest: G{JQ..4vti DATEr Annie I. Walton City Clerk AUTHORIZING LEGISLATION: ORDINANCE/RESOLUTION 4089 THE CITY OF SEATTLE: BY: Director, Seattle Public Utilities DATE: �S ( ( 1 AUTHORIZING LEGISLATION: PARTIAL RE, QUIREM CONTRACT CITY OF RE, NTON Page 57 ORDINANCE No. LIST OF EXHIBITS I. Cgntract Sections II.B and III.B List II. Service Connections, Minimum Hydraulic Gradients, and Maximum Flow Rates of Water Supplied III. Demand Charge Methodology IV. Operating Board Structure V. Reserved V1. Calculation of ERUs as a Part of Facilities Charges VII. Seattle Supply Facilities VIII. Seattle Transmission Facilities IX. Cost Centers used for Operations Cost Indexes X. Water Utility Service Area XI. List of Renton Sub -region Transmission Facilities XII. Allocating Costs and Setting Rates for the Renton Subregion XIII. Water Utility Independent Sources of Supply PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 59 11MMuns M.MwI: :MICS PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 60 EXHIBIT I List of documents, commitments, adjustments, reductions, agreements, and/or written approvals by Seattle regarding the supply, purchase or resale of water according to Sections II.B. and 1II.13 of this Contract: 1. Intertie A eements: Entity/location Meter Capacity Type of Comment Existing Water Rights Size Name of Service Source Name Coal Creek Utility District (2009) 8" 1,250 gpm Emergency To Coal Creek 2610 Lynwood Ave NE - PRV 53 INo. Supplemental One-way Utility District City of Tukwila (1995) 8" 1,250 gpm Emergency To/From 17300 W. Valle Hwy- PRV 23 (Qa) 2 -way Tukwila City of Kent (1995) 10" 1,950 gpm Emergency To/From Kent 4208 Lind Ave SW Infiltration 2 -way Skyway Water District/12603 820 12" 2,800 gpm Emergency To/From Ave 5 2006) 1,050 1,680 2 -way Skyway City of Seattle (2002) 8" 1,050 gpm Emergency To Seattle 2000 Kirkland Ave SE City of Renton Jan 1, 1944 RW -1 Primary City of Seattle (2002) 10" 1,950 gpm Emergency To Seattle Union Ave SE & SE 2nd Pl. Primary 960 A 2. Independent Well Sources: PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 61 Existing Water Rights Permit Name of Source Name Primary or Maximum Maximum Annual Certificate or Rightltolder or Priority Date INo. Supplemental Instantaneous Volume Claim No. Claimant Flow Rate (Qi) (Qa) Spm ac-ftl r Infiltration G1 -20605C City of Renton May 3,1973 Gallery (Springhrook Primary 1,050 1,680 Springs) GWC 886-D City of Renton Jan 1, 1944 RW -1 Primary 1,040 1,676 GWC 5838- City of Renton Apr 14, RW -1 Primary 960 A 1966 GWC 5838. City of Renton Apr 14, RW -1 Supplemental 1,536 A 1966 GWC 887-D City of Renton Jan 1, 1944 RW -2 Primary 1,040 838 GWC 5835- City of Renton Apr 14, RW -3 Primary 1,600 2,560 A 1966 GWC 5836- City of Renton Apr 14, RW -1, 2, 3 Primary 1,960 A 1966 GWC 5836- City of Renton Apr 14, RW- 1, 2, 3 Supplemental 3,136 A 1966 PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 61 GWC 6775- City of Renton Apr 1, 1968 PW -8 Primary 3,000 3,622.5 A GWC 6775- City of Renton Apr. 1, 1968 PW -8 Supplemental 1,216.5 A GWC 6776- City of Renton Jan 21, 1969 PW -8 Primary 500 800 A G1 -24191C City of Renton Oct 18 1982 PW -9 Primary 1,300 1,040 GWC 3591- City of Renton Feb 18, PW -5A Primary 1,300 2,000 A 1953 GWC 5834- A City of Renton Apr 14,1966 PW -5A Primary 200 320 SWC 463 City of Renton May 17, Springbrook1930 Primary 1,032.3 Creek GWC 884-D Ci of Renton Nov 1, 1942 Well 4 Prima 170 G1 -24783-P Ci of Renton Jan 2, 1986 PW -10 Su lemental 1,600 1,792 G1 -24781-P Ci of Renton Jan 2, 1986 PW -1l Supplemental 1,600 1,792 G1 -25396-P City of Renton Feb 23, PW -11 Supplemental 900 1,008 1989 'G1 -24782-P Ci of Renton Jan 2, 1986 PW -12 Supplemental 1,600 1,792 G1 -25397-P City of Renton Feb 23' 1989 PW -17 Supplemental 1,500 1,680 TOTAL 15,152.3 14,809.5 3. Water Supply Contracts To Other Water Utilities: CAG -93-097 - Agreement with Bryn.Mawr/Lakeridge Water and Sewer District, now known as Skyway Water & Sewer District for Water Supply and Joint Storage and Transmission facilities. This agreement dated January 1, 1993, is for the financing and cost-sharing between the City and the District for the design, construction, operation, maintenance and joint -use of the City's West Hill 1.3 MG reservoir and transmission mains. The agreement also provides for the wholesale. of water from the City to the District. The City supplied the District an average of 0.15 MGD over the past six years through a single 10 -inch metered connection. The agreement was effective on January 1993 and shall remain effective until it is terminated by agreement of the parties. CAG -02-123 — Agreement for the sale of water in an emergency by the City of Renton to the City of Seattle, dated November 30, 2002. CAG -95-034 -- Agreement for the sale of water in an emergency by the City of Renton and the City of Tukwila, dated March 21, 1995. CAG -95-071 — Agreement for the sale of water in an emergency by the City of Renton and the City of Kent, dated May 15, 1995. 2011 Agreement for the sale of water in an emergency by the City of Renton and Skyway Water & Sewer District. The agreement is anticipated to be executed by both parties before December 2011. The emergency intertie was constructed in 2006 and is currently operational. PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 62 2011 Agreement for the sale of water in an emergency by the City of Renton and Coal Creek Utility District. The agreement is anticipated to be executed by both parties before December 2011. The emergency intertie was constructed in 2009 and is currently operational. PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 63 I z N M q 7.i g u 0 V i N z 3 o� H aoo � w H w w cri w� U U U a, U U U U U HwW" 0 w a w w w w w U w w cfr O �O w 00 �zW 0 o 0 H Za U Ow� 0o rn ON ooa m o tU un O � �, G4 °V Cl) rA Cf) 92 m u`-' U¢' W en u¢ o U V) U a a Uva Ua° I z N M q 7.i g u 0 V i Pi s EXHIBIT III DEMAND CHARGE METHODOLOGY The policy of Seattle Public Utilities is to supply water to its Wholesale Customers at, as near as is practical, the twenty-four hour average flow rate, during the peak demand season (June through August). To comply, the Wholesale Customers have to construct adequate storage volume within their individual systems, or sometimes collectively, so as to avoid excessive peak flow withdrawals from the Seattle Transmission Facilities. The Demand Metering Program is established to set performance standards, and to monitor the Wholesale Customer's compliance with this policy. If an individual Water Utility exceeds the prescribed threshold, a "demand charge" is calculated. . Except where other agreements supersede the provisions of this contract, each Water Utility shall be subject to a demand charge based on effective deficient storage, as determined by the peak instantaneous flow rate, and the equivalent financing costs to provide storage. The demand charge rate (i.e., dollars per 1000 gallons of deficient storage) shall be based on the equivalent cost of providing the deficient storage. This rate will be determined as part of each rate study. The Demand Metering Program is charged with implementation of the "demand charge" methodology. It shall be the responsibility of Seattle, in consultation with the Operating Board, to determine the appropriate means to achieve the program's purpose. The options that may be considered range from temporary suspension on a year by year basis to full activation, as described below. There shall be no requirement for Seattle to install demand -metering equipment at each Service Connection in order to assess a demand charge. Seattle may choose to apply "demand metering" selectively to certain parts of the Seattle Transmission Facilities that are designated as "critical" from the standpoint of hydraulic capacity or other operational considerations. Seattle may choose to apply "demand metering" intermittently in various parts of the Seattle Transmission Facilities for the purpose of monitoring for compliance by individual Wholesale Customers or groups of Wholesale Customers on a given line segment. PARTIAL REQUIREMENTS CON'T'RACT CTTY OF RENTON Page 67 EXHIBIT IV OPERATING BOARD STRUCTURE 1. Structure. The Operating Board (or "Board") shall be structured as follows: a. The.Board shall consist of seven (7) members, composed of three members representing Seattle Public Utilities (SPU), three members representing Seattle's Wholesale Customers selected as described below and one independent party selected as set forth below to be a tie-breaker as needed. Board members shall, to the best of their ability, act in the best interests of the Seattle Regional Water Supply System as a whole and shall not represent the interest of a group of utilities or an individual utility. b. The term of each Board position shall commence on January 1 and shall be for four (4) years. Terms of each Board position shall be staggered such that no more than two positions are renewed in any single year. Board members may serve not more than three successive terms. c. Three Board members representing the Wholesale Customers will be selected from the holders of Full and Partial Requirements Contracts . Wholesale Customers will be sorted into three. categories based on utility size. The selected categories will be small, medium and large utilities, which will be made up from approximately equal numbers of holders of Full and Partial Requirements Contracts. Each category of utility may elect, by majority vote (one vote per utility) its representative to the Operating Board. The Board will be recomposed on January 1, 2012 and every 5 years thereafter. d. The seventh member of the Board shall be a person having expertise in the operations of regional water supply systems. Such person shall be selected by majority vote of the other Board members. In the event of a deadlock in selecting the independent representative, the independent Board member shall be selected by Judicial Arbitration and Mediation Services Inc,, of Seattle, Washington or its successor. The seventh member shall not vote on issues coming before the Board unless there is a deadlock in the voting among the other six Board members. The seventh member may nevertheless express his or her opinions in Operating Board discussions. Such member shall have no employment, financial or contractual relationship with Seattle nor any Wholesale Customer or any other actual or apparent conflict of interest in holding this position. 2. Vo. tiny. Except as otherwise provided above, each member of the Board shall have one vote on all matters coming before the Board. Each Board member may appoint an alternate to vote in his or her absence. A quorum of four (4) Board members present shall be required for any vote. Members of the Board may not grant proxies for any vote. 3. Chairperson. The Board shall have a Chairperson who will be selected and have duties as defined below: a, The Chairperson shall be selected at the first regularly scheduled meeting of each new year. PARTIAL REQUMEMENTS CONTRACT CITY OF RENTON Page 68 b. All Chairpersons shall be selected by the Board using a nomination and voting process. c. Nomination for the position of Chairperson shall be taken from Board members, The Chairperson shall be selected based upon the simple majority vote of Board members. Should the Board fail to elect a Chairperson at the first regularly scheduled meeting of the new year, a designated representative from SPU shall be the Acting Chairperson until such time as the Board elects a Chairperson. d. The Chairperson shall have the responsibility to call meetings, determine the agenda and preside over meetings. In the absence of the Chairperson, for whatever reason, a designated representative from SPU shall be the Acting Chairperson for that meeting. The Chairperson shall also act as the spokesperson for the Board and liaison between the Administrator and the Seattle City Council's Committee on Seattle Public Utilities & Neighborhoods or successor committees. 4. Schedule/Procedures. The Board shall adopt a regular meeting schedule and notify all Wholesale Customers of the schedule. The Operating Board may adopt it own internal procedures. The latest edition of Roberts Rules of Order shall, in the absence of agreement by the Operating Board on procedural matters, govern all meetings and votes of the Operating Board. 5. Reporting. The Board will provide reports to the Wholesale Customers and to the Seattle City Council Committee on Seattle Public Utilities & Neighborhoods, or successor City Council committee, on its decisions and recommendations in a timely manner. 6. Responsibilities and Authority of the Board. Where no clear responsibility or authority on an issue is established in this contract the responsibility and authority shall rest with the Seattle City Council. 7. Expenses. The Board shall be authorized to incur reasonable expenses which will be allocated by the Board to either or both of the New Transmission or Supply Cost Pools. PARTIAL REQUMEMENTs CONTRACT CITY OF RENTON Page 69 W t Ai Of an to Pr EXHIBIT VI Calculation of ERUs as a Part of Facilities Charges The ERU Fee is: • the flat debt service payment required to finance the facility providing the ERU over the lesser of (i) the facility life or (ii) the period over which new demand will fully utilize the facility's supply - divided by - • the number of new ERUs of demand expected in each year. Seattle's Average Cost of Debt shall be used as the interest rate in this calculation. In the event that several New Supply Resources are added simultaneously, the facilities may be considered together as providing a total new supply capacity for a total construction cost. Example: A new facility costing $100 million is built with a capacity of 100,000 ERUs. Growth of 5,000 ERUs per year is expected over the next 20 years, so the facility is projected to be supplying its full capacity in 20 years. Were this facility financed over 20 years at 6% interest, the flat annual debt service payment would be $8.7 million. Each ERU would cost 0.02% of this annual amount, or about $1,740. At the time a New Supply Resources is added, the ERU price for this supply shall be calculated, This ERU price shall then be averaged with the then -current ERU Fee. This average shall be weighted by the number of unpurchased ERUs available at the then -current ERU fee and the number of new ERUs being added at the new ERU price. This weighted average shall be the new ERU Fee, and the number of ERUs available at the fee shall be the sum of the unsold ERUs at the previous fee and the ERU capacity of the new facility. Example: 10 years ago, a $100 million facility was constructed that can supply 100,000 ERUs. Growth and demand projections have proven accurate, and now 50,000 ERUs have been purchased, each for $1,740. The facility also has an additional 50,000 ERUs still available at the same price. This year, we construct a facility worth $70 million, with a capacity of 40,000 ERUs. Based on demand projections, this facility (on its own) would be fully utilized in 10 years, and its ERU price is therefore $2,375. The average price of any of the 90,000 available ERUs is therefore $2,022. PARTIAL REQUMEi4IENTs CONTRACT CITY OF RENTON Page 73 EXHIBIT VI ERUs by Connection Size Connection Size and smaller Number of ERUs 1 1" 2 1 112" 5 2" 8 3" 22 V 31 6" 66 8" 112 I V 169 12" 238 ERU Proving Methodology The size of the water service connection used to serve an establishment depends upon both the total demand of that establislunent and the instantaneous flow required by that establishment. For this reason, connection size is only a general indicator of the annual demand placed on water supplies by the establishment. PARTIAL REQUIREMENTS CONTRACT CITY OF MNTON Page 74 Seattle Supply Facilities 1. Cedar Source EXHIBIT VII All roads, buildings, structures, water supply facilities, recreational and educational facilities, and fisheries enhancement and mitigation facilities located within or close to the Cedar River Hydrographic Watershed boundary as defined by Seattle land ownership, including the land itself, and any capitalized studies related to the above. Excepted are facilities solely owned by Seattle City Light for the purpose of power generation. Facilities shared by Seattle City Light and Seattle Public Utilities shall be part of the Seattle Regional Water Supply System only to the extent of SPU share or responsibility. All facilities located within the Lake Youngs Reservation as defined by Seattle ownership of the land except for conveyance facilities used to transport finished water during non- emergency operation All facilities located within the Lake Youngs Aqueduct, the Landsburg Tunnel, and the Lake Youngs Supply Lines right-of-way, including the right-of-way itself Existing Morse Lake Floating Pump Stations 2. Tolt Source All roads, buildings, structures, water supply facilities, recreational and educational facilities, and fisheries enhancement and mitigation facilities located within or close to the South Fork Tolt River Hydrographic Watershed boundary as defined by Seattle land ownership, including the land itself, and any capitalized studies related to the above. Excepted are facilities solely owned by Seattle City Light for the purpose of power generation. Facilities shared by Seattle City Light and ,Seattle Public Utilities shall be part of the Seattle Regional Water Supply System only to the extent of SPU share or responsibility. TOR Treatment Facility 3. Seattle Wellfields • Riverton Wells, including all pumping and treatment equipment, original yard piping, to the connection to CRPL4, and the low flow piping to Riverton Reservoir • Boulevard Well, including all pumping and treatment equipment, and all piping up to the connection to CRPL4 4. Other One Percent Conservation Program through December 31, 2001 GIS Projects related to facilities identified herein as part of the Seattle Regional Water Supply System PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 75 EXHIBIT VIII Seattle Transmission Facilities 1. Pipelines • Tolt Pipeline No. 1 from the Tolt Regulating Basin to Lake Forest Reservoir, including any transfer and ancillary small diameter parallel pipes • Tolt Pipeline No. 2 (where constructed), including any transfer and ancillary small diameter parallel pipes • Tolt Tieline • Tolt Eastside Supply Line (from TESS Junction to the intersection of SE 161` ST and 1451i Place SE) • Tolt Eastside Line Extension (from the intersection of SE 16" ST and 145`h Place SE to Eastside Reservoir) • The 540 head Pipeline from Maple Leaf Reservoir to Lake Forest Reservoir • Lake Youngs Bypass No. 4 from the outlet of each of the Cedar Treatment Facility clearwells to Control Works • Lake Youngs Bypass No. 5 from the outlet of each of the Cedar Treatment Facility clearwells to the Lake Youngs Tunnel * The Lake Youngs Tunnel (from the original lake outlet to Control Works) • The Maple Leaf Pipeline (from the intersection of 18th Avenue E. and E. Prospect Street to Maple Leaf Reservoir) • Cedar River Pipeline No. 1 from Control Works to Volunteer Reservoir • Cedar River Pipeline No. 2 from Control Works to Lincoln Reservoir * Cedar River Pipeline No. 3 from Control Works to the intersection of 181i Avenue E. and E. Prospect Street • 30" intertie between Cedar River Pipelines 2 and 3 in east Olive Street * Cedar River Pipeline No. 4 from Control Works to the West Seattle Pipeline • Cedar Eastside Supply Line (from the Cedar Wye to the intersection of SE 161i St and 14511 Place SE) • West Seattle Pipeline from Augusta Gatehouse to Cedar River Pipeline 4 * The 8`h Avenue S. Pipeline between S. 146`h Street and S. 16011 Street • The Bow Lake Pipeline (between 8`h Avenue S. and CRPL 4, and as relocated outside runways at Seatac Airport) * The Burien Feeder (in S. 1460 Street between 81' Avenue S. and CRPL 4) • The Fairwood Line (between Fairwood Pump Station and Soos Reservoirs) * The 24 -inch discharge pipeline of Lake Youngs Pump Station up to Soos Reservoirs * The 12 -inch discharge pipeline of Lake Youngs Pump Station up to Soos Reservoirs • The 630 head pipeline between Lake Youngs Pump Station and the Cedar River WSD pump station at the eastern boundary of the Lake Youngs Reservation PARTIAL REQUIREMENTS CONTRACT CITY OF REWON Page 76 2. Reservoirs, Tanks, and Standpipes, including overflow pipes, all valves, appurtenances, and disinfection facility located on the premises of each storage facility, unless otherwise noted • Lake Forest Reservoir • Eastside Reservoir • Riverton Reservoir • Maple Leaf Reservoir (excluding Roosevelt Way Pump Station and its suction and discharge piping, Maple Leaf Tank and 520 zone piping, except where solely serving the disinfection facility) • Soos Reservoirs 3. Pump Stations, Major Valve Structures, and other Facilities • Eastgate Pump Station • TESS Junction Pump Station • Lake Hills Pump Station • Maplewood Pump Station • Maple Leaf Pump Station • Bothell Way Pump Station • Fair -wood Pump Station • Lake Youngs Pump Station • The Control Works • Augusta Gatehouse 4. Service Connections to Wholesale Customers installed before January 1, 2002 are part of the Seattle Transmission Facilities. Service Connections to Wholesale Customers installed after December 31, 2001 shall not be part of the Seattle Transmission Facilities. The Seattle Transmission Facilities include all necessary and convenient appurtenances, including, but not limited to, rights of way, line valves, system meters, and remote automation devices. PARTIAL REQUM ENTS CONTRACT CI`T'Y OF RENTON Page 77 EXHIBIT IX as amended Cost Centers Used for Operations Cost Indices The following costs centers or successor cost centers, as reflected in the amended Exhibit DC, and as amended further from time to time, that capture the direct costs of operation of Existing Supply Facilities, Seattle Transmission Facilities and the Regional Water Conservation Program shall be used as the indices for operations cost in the Existing Supply Cost Pool, Existing Transmission Cost Pool and for the Regional Water Conservation Program in the New Supply Cost Pool. Supply Program Project Project Name Activity Communications N1203 Communications Activity Group _ N120304 Purveyor Relations Audit & Accounting N3303 Customer Audit N330303 Purveyor Audit Watershed Management N5401 Program Management N540194 Department Support Watershed Management N5401 Program Management N540195 General Expense Watershed Management N5401 Program Management N540196 General Management Watershed Management N5401 Program Management N540197 Training Watershed Management N5401 Program Management N540198 Safety Watershed Management N5401 Program Management N540199 Personnel Watershed Management N5401 Program Management N540289 Capital Purchase Watershed Management N5403 Support Services N540301 Modified Duty . Watershed Management N5403 Support Services N540302 Procuring/Paying/Receiving Watershed Management N5403 Support Services N540303 Vehicle Equipment Downtime Watershed Management N5404 Watershed Protection N540401 Hydrological Data Collection Watershed Management N5404 Watershed Protection N540402 Fire Protection Watershed Management N5404 Watershed Protection N540403 Inspection Watershed Management N5404 Watershed Protection N540404 Boundaries Watershed Management N5405 Facility Management N540501 WS Grounds Watershed Management N5405 Facility Management N540502 WS Buildings Watershed Management N5405 Facility Management N540503 WS Facilities & Roads Watershed Management N5406 Watershed Road Maintenance N540601 Grade/Gravel/Ditching Watershed Management N5406 Watershed Road Maintenance N540602 Bridges/Streams Culvert Watershed Management N5406 Watershed Road Maintenance N540603 Roads/RowNegetation Cutting Watershed Management N5406 Watershed Road Maintenance N540604 Tolt Roads & Streams Watershed Management N5407 Watershed Operations Support N540701 Veh/Equipment Management Watershed Management N5407 Watershed Operations Support N540702 Veh/Equip/Tool Repair Watershed Management N5408 Water Quality & Hydrology NW801 Water Quality Monitoring Watershed Management N5408 Water Quality & Hydrology N540802 Hydrological Monitoring Watershed Management N5409 Public/Cultural Programs N540901 Recreation Planning Watershed Management N5409 Public/Cultural Programs N540902 Management & Research Watershed Management N5409 Public/Cultural Programs N540903 Watershed Education Watershed Management N5409 Public/Cultural Programs N540904 Watershed Public Information Watershed Management N5410 Wildlife & Fisheries Programs N54 1001 Program Planning & Evaluation Watershed Management N5410 Wildlife & Fisheries Programs N541002 Interageney/Public Involvement Watershed Management N5410 Wildlife & Fisheries Programs N541003 Ecological Monitoring & Research Watershed Management N5410 Wildlife & Fisheries Programs N541004 Habitat & Species Inventory Watershed Management N5410 Wildlife & Fisheries Programs N541005 Habitat Enhancement/Restoration Watershed Management N5411 Resource Information Mgmt N541101 Program Plan/Evaluation Watershed Management N5411 Resource Information Mgmt N541102 Information Maintenance PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 78 Watershed Management N5411 Resource Information Mgmt N541103 Information Services Program Project Project Name Activity Watershed Management N5.412 Special Projects N541202 Silviculture Watershed Management N5412 Special Projects N541205 Land Exchanges/Acquisitions Watershed Management N5415 Cedar HCP N541501 ASSESS OF EXPAND FOREST STAND Watershed Management N5415 Cedar HCP N54I502 ASSESS EXPAND FOREST ATTRIBUTE Watershed Management N5415 Cedar HCP N541503 AUGMENT FOREST HABITAT INV Watershed Management N5415 Cedar HCP N541504 LONG-TERM FOREST HABITAT Watershed Management N5415 Cedar HCP N541505 QLD -GROWTH CLASSIFICATION Watershed Management N5415 Cedar HCP N541506 RIPARIAN RESTOR PROJECT MONIT Watershed Management N5415 Cedar HCP N541507 UPOLAND FOREST RESTOR PROD MONT Watershed Management N5415 Cedar HCP N541515 GIS DATA COMPATIBILITY STUDY Watershed Management N5415 Cedar HCP N541516 FOREST HABITAT MODELING Watershed Management N5415 Cedar HCP N541517 SPECIE HABITAT RELATION MODEL Watershed Management N5416 Cedar HCP N541601 CRHCP GIS SUPPORT Watershed Management N5416 Cedar HCP N541603 CRHCP TECHNICAL SUPPORT Watershed Management N5417 Cedar HCP N541701 ROAD MAINTENANCE Watershed Management N5418 Cedar HCP N541801 EXPERIMENTAL, STREAM MONITORING Watershed Management, N5418 Cedar HCP N541802 LONG-TERM STREAM MONITORING Watershed Management N5418 Cedar HCP N541803 AQUATIC RESTORATION MONITORING Watershed Management N5418 Cedar HCP N541804 BUIL TROUT SURVEYS (ADULT) Watershed Management N5418 Cedar HCP N541805 BULL TROUT SPAWNING SURVEY Watershed Management N5418 Cedar HCP N541806 BULL TROUT FRY/JUVENILE SURVEY Watershed Management N5418 Cedar HCP Riparian Zone Studies Watershed Management N5418 Cedar HCP N541809 BULL TROUT STREAM DISTRIBUTION Watershed Management N5418 Cedar HCP N54I810 BULL TROUT REDD INUNDATION STU Watershed Management N5418 Cedar HCP N541811 COMMON LOON MONITORING Water Quality & Supply N5503 Water System Operations N550301 Water Management Water Quality & Supply N5503 Water System Operations N550302 Water System Control Water Quality & Supply N5503 Water System Operations N550303 Anadromous Fishery Mgmt Water Quality & Supply N5503 Water System Operations N550304 SCADA Management Water Quality & Supply N5503 Water System Operations N550305 Highline Well Field Water Quality & Supply N5503 Water System Operations N550306 Morse Lake PS Water Quality & Supply N5503 Water System Operations N550307 -SAFETY PROCESS MGMT COMPLIANCE Water Quality & Supply N5503 Water System Operations N550308 -EPA RISK MGMT COMPLIANCE Water Quality & Supply N5504 Water System Analysis N550401 Eng Analysis/Modeling Water Quality & Supply N5504 Water System Analysis N550402 Water Rights Mgmt Water Quality & Supply N5504 Water System Analysis N550403 DEMAND METERING Water Quality & Supply N5505 Surface Water Trtmnt Rule N550501 Monitoring, Reporting & Admin Water Quality & Supply N5505 Surface Water Trtmnt Rule N550502 Cholrination Facilities O&M Water Quality & Supply N5505 Surface Water Trtmnt Rule N550503 Watershed Management Water Quality & Supply N5506 Total Coliform Rule Compl. N550601 Monitoring, Reporting & Admin Water Quality & Supply N5508 Lead & Copper Rule Compl. N550801 Monitoring, Reporting & Admin Water Quality & Supply N5508 Lead & Copper Mule Compl. N550802 Corrosion Trtmnt Faeil O&M. Water Quality & Supply N5509 Fluoridation Program N550901 Fluoridation Program O&M Water Quality & Supply N5510 Other Reg Comp/Monitoring N551001 Otr Reg/Operational Analysis Water Quality & Supply N5510 Other Reg Comp/Monitoring N551002 Disinfection By -Product Rule Water Quality & Supply N5510 Other Reg Comp/Monitoring N551003 Limnology Water Quality & Supply N5510 Other Reg Comp/Monitoring N551005 WQ Lab Water Quality & Supply N5510 Other Reg Comp/Monitoring N551006 DW Reg Dev & App Research Water Quality & Supply N5510 Other Reg Comp/Monitoring N551007 Public Information/Notification Water Quality & Supply N5511 Special Projects N551104 LIMS & QA/QC Program Project Project Name Activity PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 79 Water Quality & Supply N5512 Cedar HCP Water Quality & Supply N5513 Cedar HCP Water Quality & Supply N5513 Cedar HCP Water Quality & Supply N5513 Cedar HCP Water Quality & Supply N5513 Cedar HCP Water Quality & Supply N5513 Cedar HCP Water Quality & Supply N5514 WQ Monitoring Water Quality & Supply N5515 HCP Fisheries Water Quality & Supply N5515 HCP Fisheries Water Quality & Supply N5515 HCP Fisheries Water Quality & Supply N5515 HCP Fisheries Water Quality & Supply N5515 HCP Fisheries Water Quality & Supply N5515 HCP Fisheries Water Quality & Supply N5515 HCP Fisheries Water Quality & Supply N5515 HCP Fisheries Water Quality & Supply N5516 Tolt DBO Water Quality & Supply N5516 Tolt DBO Resource Planning N5609 Water Resource & Habitat Issues PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 80 N551201 INTERIM CHINOOK COHO N551301 HCP STREAMMOW GAUGING N551302 SWITCHING CRITERIA STUDY N551303 STEELHEAD RE.DD MONITORING N551304 CHINOOK STUDIES Salmonid Studies N551403 DRINKING WATER QUALITY MONITOR N551501 FRY CONDITION AT RELEASE N551502 FRY MARKING & EVALUATION N551503 FRY TRAPPING & COUNTING N551504 FISH HEALTH N551505 SHORT-TERM FRY REARING N551506 LAKE WASHINGTON PLANKTON STUDY N551508 ADULT SURVIVAL DISTRIBUTION N551509 PHENOTYPIC & GENETIC STUDY N551601 -CONTRACTOR PAYMENTS N551603 -MANAGEMENT COSTS N560903 -ESA Transmission Program Project Project Name Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation Water Operation N6540 N6540 N6541 N6541 N6542 N6542 N6543 N6543 N6543 N6543 N6543 N6543 N6543 N6543 N6543 N6544 N6544 N6545 N6546 N6546 N6547 N6548 N6549 N6549 N6549 N6549 N6549 WT - Headwork/Storage WT - Head work/Storage WT - Transmission Pipeline Maint WT - Transmission Pipeline Maint WT - Value Op/Maint - Water Tran WT - Value Op/Maint - Water Tran WT - Grounds/Roads/ROW WT - Grounds/Roads/ROW WT - Grounds/Roads/ROW WT - Grounds/Roads/ROW WT - Grounds/Roads/ROW WT - Grounds/Roads/ROW WT - Grounds/Roads/ROW WT - Grounds/Roads/ROW WT - Grounds/Roads/ROW WT - Facility Maintenance WT - Facility Maintenance WT - Castings WT - Customer Services WT - Customer Services WT - Damage by Others WT - Transmission Shops WT - Gencral Expenses WT- General Expenses WT - General Expenses WT - General Expenses WT - General Expenses Reeion al. Water Conservation P_ rogram Program Project Project Name Community Services N5303 Resource Conservation PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 81 Activity N654001 Program Maintenance N654002 Event Driven Repairs N6541 01 Program Maintenance N654102 Event Driven Repairs N654201 Program Maintenance N654202 Event Driven Repairs N654301 Grade/gravel roads - P N654302 Grade/gravel roads - E N654303 Bridges/culverts - P N654304 Bridges/culverts - E N654305 Fences/gates - P N654306 Fences/gates - E N654307 Mow ROW - P N654308 Mow ROW - E N654309 Mow Other N654401 Program Maintenance N654402 Event Driven Repairs N654501 Casting Adjustments N654601 Communications/Dispatch N654602 Locating/Marking N654701 P/L/ROW/Facility N654801 Shops/Fabrication N654905 Tools/small equipment N654906 Standy N654907 Truck Inventory N654908 Downtime - Job Related N654909-DISASTER-EMERG RESPONSE Activity N530301 1% Conservation Cost Centers Used for Operations Cost Indices amended 12/31/2009 Existing Supply Program Proect Project Name Activity Description SPU General Expense N0148 Emergency Response NN90036 4123109 Tolt Trmt Plant Emrgcy SPU General Expense N0503 Water Fund Contracts N050302 Tolt DBO Contract Payments SFU General Expense N0503 Water Fund Contracts N050303 Cedar DRO Contract Payments Branch Administration N3106 Water Wholesale Contracts N310601 Wholesale Water Contracts Mgmt Customer Billing Services N3303 Customer Audit N330303 Purveyor Cedar & Tolt Watershed Srvcs N5401 Program Management N540198 Safety Drainage & Wastewater N6210 Landsburg Mgmt & HCP Support N621001 Oprtn of Passage Facility -HCP Drainage & Wastewater N6210 Landsburg Mgmt & HCP Support N621002 Interim Hatchery Ops -HCP Water Operation N6510 Misc Water Operations N651004 Altemative Duty Water Operation N6540 Headwork/Storage N654003 (Cedar) Chlorination Facility O&M Water Operation N6540 Headwork/Storage N654004 Fluoridation Program O&M Water Operation N6540 Headwork/Storage N654005 RMP/PSM Compliance Water Operation N6573 In -Town Reservoir Treatment N657304 Highline Well F(Location Code) Asset Data Systems N6903 SCADA Development & Support N690301 SCADA SYSTEM PLANNING Asset Data Systems N6903 SCADA Development & Support N690302 SCA13A INFRASTRUCTURE O&M Asset Data Systems N6903 SCADA Development & Support N690303 DAM SAFETY SCADA Surface Water LOB N7311 Landsburg Mtgtn & HCP Support N731101 Fry Condition @ Release - HCP Surface Water LOB N7311 Landsburg Mtgm & HCP Support N731102 Fry Marking & Evaluation - HGP Surface Water LOB N7311 Landsburg Mtgtn & HCP Support N731103 Fry Tapping & Counting - HCP Surface Water LOB N7311 Landsburg Mtgtn & HCP Support N731104 Fish Health -- HCP Surface Water LOB N7311 Landsburg Mtgtn & HCP Support N731105 Adult Survival Distribution - HCP Surface Water LOB N7311 Landsburg Mtgtn & HCP Support N731106 Pheno & Gen Study - HCP Surface Water LOB N7311 Landsburg Mtgtn & HCP Support N731107 2oopinktn Stds (Spmg) - HCP Surface Water LOB N7311 Landsburg Mtgtn & HCP Support N731108 HCP Support Surface Water LOB N7311 Landsburg Mtgtn & HCP Support N731109 Operation of Passage Facility - HCP Surface Water LOB N7311 Landsburg Mtgtn & HCP Support N731 110 Landsburg Fish Ladder - HCP Surface Water LOB N7311 Landsburg Mtgtn & HOP Support N731111 DW Quality Monitoring - HCP Surface Water LOB N7311 Landsburg Mtgln & HCP Support N731112 Interim Hatchery Ops - HCP Surface Water LOB N7311 Landsburg Mtgtn & HCP Support N731113 Adaptive Mgmt - Sockeye Hatch Drinking Water LOB N7503 Water LOB Planning & Perf N750303 Network Hydraulic Model Dev Drinking Water LOB N7504 Water Resource Business N750403 Hydrology Model Dev & Maintenance Drinking Water LOB N7504 Water Resource Business N750404 Water Resource Operation Mgmt Drinking Water LOB N7504 Water Resource Business N750406 Morse Lake Pump Plant Drinking Water LOB N7504 Water Resource Business N750407 Anadromous Fishery Mgmt Drinking Water LOB N7504 Water Resource Business NN90053 Tolt:Spillway Leak Repair Drinking Water LOB N7505 HCP Instream Flow Monitor & Res N750501 Existing Stream Gage At Cedar F Drinking Water LOB N7505 HCP Instream Flow Monitor & Res N750502 Exist, Stream Gage Below Landsburg Drinking Water LOB N7505 HCP Instream Flow Monitor& Res N750503 New Stream Gag Above Powerhouse Drinking Water LOB N7505 HCP Instream Flow Monitor & Res N750504 New Gage Al Renton Drinking Water LOB N7505 HCP Instream Flow Monitor & Res N750505 Temporary Gages In Lower River Drinking Water LOB N7505 HCP Instream Flow Monitor & Res N750506 Accretion Flow Study Drinking Water LOB N7505 HCP Instream Flow Monitor & Res N750507 Switching Criteria Study Drinking Water LOB N7505 HCP Instream Flow Monitor & Res N750509 Instream Flow Commission Drinking Water LOB N7505 HCP Instream Flow Monitor & Res N750511 Dead Strg Bull Trout Dlta Md1n Drinking Water LOB N7505 HCP Instream Flow Monitor & Res N750512 Steelhead Redd Monitoring Drinking Water LOB N7507 Water Quality & Treatment Business Area N750705 Tolt Management Costs Drinking Water LOB N7507 Water Quality & Treatment Business Area N750707 Cedar DBO Management Costs Drinking Water LOB N7509 Operations Plan & System Control N750802 Water System Monitor & Control Drinking Water LOB N7511 Landsburg Mitigation, & HCP Support N751101 Fry Condition @ Release - HCP PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 82 Drinking Water LOB N7511 Landsburg Mitigation. & }ICP Support N751102 Fry Marking & Evaluation - HCP Drinking Water LOB N7511 Landsburg Mitigation. & HCP Support N751103 Fry Trapping & Counting - HCP Drinking Water LOB N7511 Landsburg Mitigation. & HCP Support N751104 Fish Health — HCP Drinking Water LOB N7511 Landsburg Mitigation, & HCP Support N751105 Adult Survival Distribution - HCP Drinking Water LOB N7511 Landsburg Mitigation. & HCP Support N751106 Pheno & Gen Study— HCP Drinking Water LOB N7511 Landsburg Mitigation, & HCP Support N751107 Zoopinktn Stds (Spmg) - HCP Drinking Water LOB N7511 Landsburg Mitigation. & HCP Support N751108 HCA Support Drinking Water LOB N7511 Landsburg Mitigation. & HCP Support N751109 Operation of Passage Facility - HCP Drinking Water LOB N7511 Landsburg Mitigation. & HCP Support N751110 Landsburg Fish Ladder - HCP Drinking Water LOB N7511 Landsburg Mitigation. & HCP Support N751112 Interim Hatchery Ops - HCP Tech systems N7705 SCADA Development & Support N770501 SCADA System Planning Tech systems N7705 SCADA Development & Support N770502 SCADA Infrastructure O&M Watershed Management N7801 Program Management N780196 General Management Watershed Management N7803 Support Services N780301 Procuring/Paying/Receiving Watershed Management N7804 Watershed Protection N780401 Hydrological Data Collection Watershed Management N7804 Watershed Protection N780402 Fire Protection Watershed Management N7804 Watershed Protection N780403 Inspection Watershed Management N7804 Watershed Protection N780404 Boundaries Watershed Management N7804 Watershed Protection N780405 Facilities Security Watershed Management N7805 Facility Management N780501 WS Grounds Watershed Management N7805 Facility Management N780502 WS Buildings Watershed Management N7805 Facility Management N780503 WS Edu Facilities Mgmt Watershed Management N7806 Watershed Road Maintenance N780601 Grade/Gravel/Drain Watershed Management N7806 Watershed Road Maintenance N780602 Bridges/Streams Culvert Watershed Management N7806 Watershed Road Maintenance N780603 RoadsIROW/Vegetation Cutting Watershed Management N7806 Watershed Road Maintenance N780604 Tolt Roads & Streams Watershed Management N7807 Watershed Operations Support N780701 Vehicle/Equipment Management Watershed Management N7807 Watershed Operations Support N780702 Vehicle/Equip/Tool Repair Watershed Management N7808 Water Quality & Hydrology N780801 Hydrological Monitoring Watershed Management N7809 'Public/Cultural Programs N780901 Recreation Planning Watershed Management N7809 Public/Cultural Programs N780902 CR Management & Research Watershed Management N7M Public/Cultural Programs N780903 Watershed Education Watershed Management N7809 Public/Cultural Programs N780904 Watershed Public Information Watershed Management N7809 Public/Cultural Programs N780905 Educational Center Operations Watershed Management N7809 Public/Cultural Programs N780906 Cedar River Watershed Institute Watershed Management N7809 Public/Cultural Programs N780907 Tot( WS MP Imp] Cultural Rest Watershed Management N7810 Wildlife & Fisheries Programs N781001 Program Planning & Evaluation Watershed Management N7810 Wildlife & Fisheries Programs N781002 Interagency/Public Involvement Watershed Management N7810 Wildlife & Fisheries Programs N781003 Ecological Monitoring & Research Watershed Management N7810 Wildlife & Fisheries Programs N781004 Habitat & Species Inventory Watershed Management N7810 Wildlife & Fisheries Programs N781005 Habitat Enhancemcnt/Restoration Watershed Management N7811 Resource Information Mgmt N781101 Information Services Watershed Management N7812 Special Projects N781201 Silviculture Watershed Management N7813 CRHCP WS Terestrl Mnitr/Resrch N781301 Assess Of Expand Forest Stand Watershed Management N7813 CRHCP WS Terestrl Mnitr/Resrch N781302 Assess Expand Forest Attribute Watershed Management N7813 CRHCP WS Terestrl Mnitr/Resrch N781303 Long-Term Forest Habitat Inventory Watershed Management N7813 CRHCP WS Terestrl Mnitr/Resrch N781304 Old-Growth Classification Watershed Management N7813 CRHCP WS Terestrl Mnitr/Resrch N781305 Riparian Restoration Project Monitoring Watershed Management N7813 CRHCP WS Terestrl Mnitr/Rcsrch N781306 Upland Forest Restoration Project Mont Watershed Management N7813 CRHCP WS Terestrl Mnitr/Rcsrch N781308 Experimental Murrelet Habitat Watershed Management N7813 CRHCP WS Terestrl Mnitr/Resreh N781309 Spotted Owl Baseline Survey Watershed Management N7813 CRHCP WS Terestrl,Mnitr/Resrch N781311 OPTION SPECIESIHABITAT SURVEYS Watershed Management N7813 CRHCP WS Terestrl Mnitr/Rcsrch N781312 GIS Data Compatibility Study Watershed Management N7813 CRHCP WS Terestrl Mnitr/Resrch N781313 Species Habitat Relation Modeling Watershed Management N7814 CRHCP Program Support N781401 CRHCP Technical Support Watershed Management N7814 CRHCP Program Support N781402 BPA Mitigation Program - Watershed Watershed Management N7815 CRHCP Watershed Road Managment N781501 Road Maintenance Watershed Management N7816 CRHCP WS Aquatic Monitr/Resrch N781601 Long-Term Stream Monitoring PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 83 Watershed Management N7816 CRHCP WS Aquatic Monitr/Resrch N781602 Aquatic Restoration Monitoring Watershed Management N7816 CRHCP WS Aquatic Monitr/Resrch N791604 Bull Trout Spawning Survey Watcrshed Management N7816 CRHCP WS Aquatic Monitr/Rcsrch N781605 Bull Trout Fry/Juvenile Survey Watershed Management N7816 CRHCP WS Aquatic Monitr/Resrch N781606 Bull Trout Stream Distribution Watershed Management N7816 CRHCP WS Aquatic Monitr/Resrch N781607 Common Loon Monitoring Watershed Management N7817 Watershed Svc MIT Implement N781701 Watershed Tribal Relations Coordination Watershed Management N7818 Tolt WS MP Impl Habitat Rest N781801 Tolt WS MP impl Habitat Rest Laboratory Services N7903 WQ Regulatory Compliance N790301 SWTR Monitoring, Reporting & Adm Laboratory Services N7903 WQ Regulatory Compliance N790302 TCR Monitoring, Reporting & Adm Laboratory Services N7903 WQ Regulatory Compliance N790303 LCR Monitoring, Reporting & Adm Laboratory Services N7903 WQ Regulatory Compliance N790304 DBP Monitoring, Reporting & Adm Laboratory Services N7903 WQ Regulatory Compliance N790305 Public Information/Notification Laboratory Services N7903 WQ Regulatory Compliance N790306 Regulatory Support Laboratory Services N7904 WQ Monitoring N790402 Operations Support Laboratory Services N7904 WQ Monitoring N790403 Limnology Laboratory Services N7905 Customer Support N790502 Applied Research Laboratory Services N7906 Lab Systems N790601 WQ Lab Facility O&M Laboratory Services N7906 Lab Systems N790602 Lab System Administration & Support Laboratory Services N7906 Lab Systems N790603 QA Admin Pre -Capital N5001 E - Water Fund E100078 Cedar Falls Railroad Hazard Pre -Capital N500I E - Water Fund 13101008 Rock Creek Fishway Pre -Capital N5001 E - Water Fund E105018 BPA - Rd Improve Pre -Capital N5001 E - Water Fund E105019 BPA Roads Other Decommission Pre -Capital N5001 E - Water Fund E105035 BPA Forest ROW Plant Removal Pre -Capital N5001 E - Water Fund E105036 SPA Forest ROW Wood Rplment Pre -Capital N5001 E - Water Fund E105038 BPA Old Forest Restore Pre -Capital N5001 E - Water Fund E107004 Watershed Emergency/Opportunity Pre -Capital N5001 E - Water Fund E107015 Watershed Vegetation Management Pre -Capital N5001 E - Water Fund E107016 Muckleshoot Agreement Implementation Plan Pre -Capital N5001 E - Water Fund E107019 Restoration Thinning Slash Tree Pre -Capital N5001 E - Water Fund E109001 BPA Cedar Invasive Vegetation Mgmt Pre -Capital N5001 E - Water Fund E109002 BPA Restoration Slash Treatment Pre -Capital N5001 E - Water Fund E109003 BPA Information Mgmt Systems Existing Transmission SECTION XI. PR Project Project Name Activity OGRAM Water Operation N6540 WT - I- Ieadwork/Storage N654001 Program Maintenance Water Operation N6540 WT - Headwork/Storage N654002 Event Driven Repairs Water Operation N6541 WT - Transmission Pipeline Mai N654101 Program Maintenance Water Operation N6541 WT - Transmission Pipeline Mai N654102 Event Driven Repairs Water Operation N6541 WT - Transmission Pipeline Mai NN90043 CRPL4 at Airport Expressway Water Operation N6542 WT - Valve Op/Maint-Water Tran N654201 Program Maintenance Water Operation N6542 WT - Valve Op/Mainl-Water Tran N654202 Event Driven Repairs Water Operation N6543 WT - Grounds/Roods/Row N654301 Grade/Gravel Roads - P Water Operation N6543 WT - Grounds/Roads/Row N654302 Grade/Gravel Roads - E Water Operation N6543 WT - Grounds/Roads/Row N654303 BridpWCulverts — P Water Operation N6543 WT- Grounds/Roads/Row N654304 Bridges/Culverts — E Water Operation N6543 WT - Grounds/Roads/Row N654305 Fences/Gates —P Water Operation N6543 WT - Grounds/Roads/Row N654306 Fences/Gates — E Water Operation N6543 WT - Grounds/Roads/Row N654307 Mow Row— P Water Operation N6543 WT - Grounds/Roads/Row N654308 Mew Row— E Water Operation N6543 WT - Grounds/Roads/Row N654309 Mow Other Water Operation N6543 WT - Grounds/Roads/Row NN90042 Derby Creek and Tolt ROW Water Operation N6544 WT - Facility Maintenance , N654401 Program Maintenance Water Operation N6544 WT - Facility Maintenance N654402 Event Driven Repairs Water Operation N6545 WT - Castings N654501 Casting Adjustments Water Operation N6546 WT - Customer Services N654601 Communications/Dispatch PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 84 Water Operation N6546 WT - Customer Services N654602 Locating/Marking Water Operation N6541 WT - Damage By Others N654701 P/URow/Facility Water Operation N6548 WT - Transmission Shops N65480I Shops/Fabrication Water Operation N6549 WT - General Expenses N654905 Tools/Small Equipment Water Operation N6549 WT - General Expenses N654906 Standby Water Operation N6549 WT - General Expenses N654907 Truck Inventory Water Operation N6549 WT - General Expenses N654908 Downtime - Job Related Water Operation N6549 WT - General Expenses N654909 Disaster -Emergency Response New Supply Program Pro ect Project Name Activi Customer Service N3904 Resource Conservation N390401 Water Conservation Customer Service N3904 Resource Conservation N390412 Water Conservation -Landscape New Transmission Program Project Project Name Activity Branch Administration N3106 Water Wholesale Contracts N310602 Operating Board Website PARTIAL REQUIREMENTS CON'T'RACT CITY OF RENTON Page $5 EXHIBIT X Water Utility Service Area SEE NEXT PAGE PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 86 RENTON Renton City of Seattle . —1i i Zm- E-0 I [ULTIMATE SERVICE AREA S i si M� D �E �?i,6 St :2 LL -2 SE �7�h 51 SE 88N, rt F L :143m ILE I'l III, 91 N a'tth 5!- NE J;Ah �31 VIP ik!'Ai Rd irl :�P' W F_Tic j sit 4, st c� s i st 1 31 A. �Llj L C 't s 1, �Ih S, 117tt, st 3 11 'j, A, S; S i 211T -'I 114th St Si 'IF It M. St �!Iczh sit N YQ �pl Mii.!Lm T if 6) P171 W, ig PIF 7f� S1 N'd s I P 71h St �E iN., r 51111 pz:;. 5111J. . ri St "a f� vj eE 'I A W.D.90 3 '7-'p r, r tfE 49. S1 M > Z. pi 21j c < 7 rC Jrd Ct 'NE 2M i plk2n I pi 132rd si -51 st 3261 81 T.w c fir, FIE im �t ""OSr dck 1.2adpi '—c[ 5L 41� S'l Mi ps 65' GE sa. sl n9a, p� ssib 5 1. L ?Lh SE �m pi j. RE 72t" a, 14ri $6- Y- st 0, le"h at ti 121 St s F-- 2 1 r, 2U' St 7 12.1 F. 2 nh uj 3, A�- ei,� d 101i Z' s jai I Ot 17�A F[ EW 416i S h si 130I� st 3,SF 17'-'� PI zt 13 N. �t S 45th h st 9A 6. 10 1 "� Z1 Vh i Y7.,q, FO �Aj -,.E I's h i ui 175d, OIL— r Si rt 415111 F s 'qua. ut :1DI.d 5 132*1 Et 19?rj -65(h 64 Z� �E 1 �2- 9% s �jj E 'h st F7 — > 52001 TE 7.0�' St St 2 k7: �z 201A 3t EXJUBIT XI List of Renton Sub -region Transmission Facilities The 12 -inch pipelines, from the outlets off the CRPLs 1, 2, and 3 up to the south wall of the SPU meter vaults in Logan Avenue South. PARTIAL REQUIREMENTS CONTRACT CITY of RENTON Page 87 EXHIBIT XII Allocating Costs and Setting Rates for Renton Sub -region In any year, Renton Sub -region Wholesale Customer means a Wholesale Customer that is served in whole or in part by the Renton Sub -region Transmission Facilities listed in Exhibit XI, or successor facilities. In each year, the cost of all Renton Sub -Regional Transmission Facilities listed in Exhibit XI shall be allocated to the Renton Sub -region Wholesale Customer(s). The Renton Sub -region Wholesale Customer(s) shall pay either a rate established by Seattle or a lump sum, to recover the costs for the Renton Sub -Regional Transmission Facilities. The rate shall apply to every unit of water delivered to Renton Sub -region Wholesale Customer(s). The parties may agree to the payment of a lump sum over a reasonable period of time, plus interest at Seattle's Average Cost of Debt. Actual costs and actual revenues for the Renton Sub -Region shall be trued up in a manner consistent with Section IV.I. PARTIAL REQUIREMENTS CONTRACT CITY OF RENTON Page 88 EXHIBIT XIII Water Utility Independent Sources of Supply Water Utility operates the following independent sources of supply (each an "Independent Source"): Source Description Production Ca aci (gpm)m d Active Sources S nngbrook 1,050 1.51 Well RW -1 (see note 1 2,200 3.17 Well RW -2 see note 1 2,200 3.17 Well RW -3 see note 1 2,200 3.17 Well PW -8 see note I 3,500 5.04 Well PW -9 (see note 1,300 1.87 .1) Well PW -11 (supplemental — see note 1 2,500 3.60 Well PW -12 (supplemental — see note 1 1,500 2.16 Well PW -17 (supplemental — see note 1 1,500 2.15 Total of all active sources see note 1) 17,950 25.85 Emer enc Active Source Well EW -3 1,600 2.34 Non-active source see note 2 Well PW -5A 1,254 1.80 Note 1: All these active sources can be used in any combination as long as the total Qa(annual) does not exceed 14,809.5 Acre-feet per year (or 4,825 MG/year) and as long as the total Qi (instantaneous) for all these sources does not exceed 11,400 gpm. Note 2: Well PW -5A is currently inactive due to water quality issues. The City of Renton anticipates adding water quahty treatment in the future in order to use this source of s4pply. Water Utility shall use its best efforts to maintain and operate the Independent Sources in order to maintain their annual production capacity as listed above. Water Utility shall provide written notice to Seattle within thirty days of determining that it is not possible or not cost effective to maintain and operate an Independent Source at its listed production levels. Such written notice shall describe the new level of production expected for Independent Source, and shall trigger a charge of Facilities Charges under Section IV.E.8.d. Water Utility shall use its best efforts to cure any interruption of water supply from an Independent Source, shall provide oral notice to Seattle of an interruption of an Independent PARTIAL IREQUMEMENTS CONTRACT CITY OF RENTON Page 89 Source lasting longer than 1 week, and shall provide information on the expected additional demand for water deliveries from Seattle resulting from the interruption. Water Utility shall use its best efforts to minimize the impact of an interruption of an Independent Source on the Seattle Regional Water Supply System by utilizing its other Independent Sources unaffected by the interruption within their operating and maintenance constraints. It is the intent of the parties that the production capacities listed in this Exhibit fairly represent the, production capability of the Independent Sources. In the event that, over a five year period, (i) the actual total annual production, as may be adjusted to reflect a reasonably unforeseeable interruption in Water Utility's Independent Source that lasts a substantial amount of time and is cured within a reasonable time, of the Independent Sources is consistently less than represented in this Exhibit, and (ii) the annual deliveries of water to Water Utility by Seattle are consistently increasing, the capacities of the Independent Sources listed in this Exhibit shall be reduced, and the reduction shall be deemed a permanent interruption and trigger a charge of Facilities Charges under Section IV.E.8.d. PARTIAL REQUIREl4VM CONTRACT CITY OF RENTON Page 90 CAG -11-757 AGREEMENT FOR THE SALE OF WATER IN AN EMERGENCY BETWEEN THE CITY OF RENTON AND SKYWAY WATER AND SEWER DISTRICT This AGREEMENT made and entered into this U- day ofirr�:. , 2011, by the CITY OF RENTON, a municipal corporation of the State of Washington, hereinafter called ''RENTON" and SKYWAY WATER AND SEVNER DISTRICT, a municipal corporation of the State of Washington, hereinafter called "SKYWAY". WHEREAS, RENTON and SKYWAY may experience periodic water supply shortfall; WHEREAS, RENTON and SKYWAY recognize the public benefits of cooperation and collaborative problem solving; WHEREAS, RENTON and SKYWAY are willing to sell water in a emergency at the existing system intertie, WHEREAS, the parties desire to enter into an AGREEMENT providing for the sale of water in an emergency; NOW THEREFORE, IT IS AGREED AS FOLLOWS-. 1) Term of AGREEMENT. The effective date of this AGREEMENT shall be t'.C'JIvt,+ 60", , 2011. The AGREEMENT shall be for a minimum of one (1' year and shall continue in full force and effect in its present form, or as amended until terminated by either party in accordance with Section 15 of this AGREEMENT. The rates and quantities of water sold are set forth in Sections (3), and (7). 2) Sale. Subject to the conditions set out in this agreement either party may sell water to the other in the event that the receiving party is experiencing an emergency. An emergency is defined, for the purposes of this agreement, as a situation of relative short d iration during which either RENTON or SKYWAY cannot meet water consumption needs of all or part of its respective distribution system. 3) Rate: RENTON shall pay to SKYWAY for all water delivered at the rate of SKYWAY's wholesale water rate. SKYWAY shall pay to RENTON for all water delivered at the rate of RENTON's wholesale water rate. The rates charged by the SELLER shall be the rate in effect at the time of water delivery. Agreement for tf e Sale of "Vater in an Emergency be'veen the City of Renton and Skyway Water and Sewer District Page 2 of 4) Location of Intertie: This Agreement is limited to one (1) intertie locations described as follows: Skyway's aimmitt Booster Station located at 12605 82,d Avenue South, near the intersection of 82Ad Avenue South and South 126i1' (Section 12 Township 23 Range 4). The physical arrangement of the intertie is shown in Exhibits 1 and 2. 5) Metering. RENTON and SKYWAY shall each provide, and own and maintain, an appropriate metering device to measure the water flowing through the intertie. Before allowing any water to flow through the intertie, the party requesting the water shall provide a description and documentation of the emergency condition to the other party. 6) Priority and Continuity of Service. The determination of whether water is available for emergency sale shall be at the sole discretion of the pally delivering (selling) the water. In the event of a condition requiring restrictions on the delivery of water, the party delivering the water shall have the right to restrict or interrupt service. The party providing water may voluntarily interrupt or reduce deliveries of water if it determines that such interruption or reduction is necessary or reasonable. Except in cases of emergency and in order that operations will not be unreasonably interfered with, the party providing water shall give the party buying water, reasonable notice of any such interruption or reduction, the reason therefore, and the probable duration thereof. The party buying water shall discontinue or reduce service from the intertie upon reasonable notice. Service shall be reactivated or increased again subject to the aforementioned conditions. 2) Water Quality. The quality of water delivered under this AGREEMENT shall comply with all applicable provisions of State and Federal law and rules and regulations of the appropriate State agency governing water quality, and subject also to applicable provisions of City ordinances relating thereto and not inconsistent herewith. Each party agrees to deliver water which shall be of no less quality than is delivered to its other retail customers throughout the service area. Prior to any delivery of water, information on current water quality will be provided to the receiving party so that blending, compatibility and other water quality issues can be evaluated and addressed. 8) Quantity of Water. Depending upon demand conditions, water availability (including conservation impacts), as well as aquifer behavior, in the water systems, each party may make available, for the purchase by the other party, up to the approximate amount of one million eight hundred thousand (1,800,040) gallons per day, at floav rates vary from zero to approximately 1,250 gallons per minute, from the intertie described and located in Section (4) of this agreement. H:\File Sys\WTR - DInking Water Utility%WTR 11 • Interagency Coop erat on',WTR-11-OC16- Skyway Water and Sewer Dist rict\AgreernenL-ErnergLncy-Sale -of -Water-20 11,Final_ Emergency_water_supply coitract.doc\A Ag,eernen. `a- the Sale of VVater in an Emergency be , ieer the C1ty o` Re -non and Sky,�iay Wator an:1 Se�Ner Distric-: Page 3 of 5 9) Coordination and Project Management, A) Operations: For the purpose of operating the intertie between RENTON and SKYWAY, coordination shall occur between representatives of the systems, who are: Water Maintenance Manager for the City of Renton and General Manager for Skyway Water and Sewer (or their designated representatives ) The coordination shall consist of exchanging operational information such as the interties used, the respective flow rates, back -pressure sustaining valve setpoints, system pressure effects, mater quality characteristics, and other operational information as necessary to accomplish the purposes of this AGREEMENT while maintaining safe operation of both systems_ B. Engineering: For the purposes of coordinating engineering issues regarding the RENTON and SKYWAY intertie, the following personnel shall be the designated representatives: Lys Hornsby, Utility Systems Director for the City of Renton and Cheryl Scheuerman, Manager for Skyway Water and Sewer (or their designated representatives or replacements,, The engineering issues addressed shall include operational criteria as well as hydraulic behavior, water quality considerations, and other appropriate engineering issues. C. Administration. For the purposes of AGREEMENT administration and AGREEMENT modifications or interpretations, the following personnel shalt be the designated representatives: Lys Hornsby, Utility Systems Director for the City of Renton (or their designated representatives or repiacements) Renton City Hall, 1055 S. Grady Way, Renton, WA 9$057 and H:\Filc 5v^TR D, inking Nater Utility\WTR-j1 InteraCency Cocperat:an�ffiTR-11-0C16- Skyway Water and Sewer Uis,rir.t�AgreAment Em rgFnry-Sale-of-VUat ? 2011`3�inal_ Emergenci_water_supply_contract.dac�AG Agreement for the Sale of Wa:er in an Emergency beMleer the City of Renton and SkywayNater and Sewer District Page 4 of Cheryl Scheuerman, Manager for Skyway Water and Sewer District for their designated representatives or replacements) 6723 S. 124th St., Seattle, WA 98178 10) Payment. The party providing the water shall read the meter once each month at approximately thirty (30) day intervals. Payment shall be made by the party receiving water as soon as possible after receipt of statement from the party supplying water, and in any event, not later than the tenth (10) of the second month following the presentation of the bill. In the event a meter shall fail to register or obviously register incorrectly, the amount of water considered delivered through said meter shall be the amount delivered the previous day or the last day that the meter was previously known to be properly functioning and the total amount registered shall be pro -rated based on the number of days multiplied times the reading used. 11) Penalties For Late Payment, The party supplying water may assess a late charge on the party receiving water for failure to comply with the provisions in Section (10). This charge shall be at the rate of twelve percent (12%) per year. In the event that the party receiving water should fail to make any payment for a period of sixty (60) days after the same becomes due, the party supplying water shall have the right to terminate further water service until such delinquency is cured. 12) Procedure for Amending the Contract. Either party can request the other to consider an amendment of the AGREEMENT. Any proposed amendments shall be made in writing. Amendments may be made if they are mutually acceptable to RENTON and SKYWAY and signed by both parties. 13) Access to Facilities and Records. Each party shall be entitled to inspect the facilities of the other at any reasonable time. Both parties agree to make mutually available such information or records as are at their disposal and as may be reasonably necessary to properly implement any section of this AGREEMENT. 14) Non -Assignability, Neither this AGREEMENT nor any interest therein shall be transferred or assigned by either party without prior written consent of both parties. 15) Termination. This AGREEMENT may be terminated in whole or in part by either party any time after one year from the date of this AGREEMENT, upon ninety (90) days written notice sent by certified mail to the other party. H.\File SysNWTR - D -inking (Nater Utility\WT11-11 - interagercy CooperationlWTR-11-0016- Skyway Water and Sewer District\Agreement•Eniergency Sale of Wat,2 •2011,Final_ Emergency_ water_ supply_ coritract.doc\AG Agreemert for the Sale Uf VVater it ar Fmerger7r;y be -.ween the City �I Rerton ar:d Skytivay VVatar and Sewcr D;su'ict Page 11; of DATED this day of Authorized by Resiolution No. "r'!� Washington, at its regular meeting held on _ CITY RENTON i By: �, Denis Law, Mayort�f-41 r lgdr0 ATTEST: zz- Bonnie 1. Walton, City Clerk APP VED A5 TQ LEGAL FQR�vI: Larry Warren, City Attorney 2011 of the City Council of the City of Renton, day of Y r �; ,� �,. tf c° r � 2011, y �4 s Approved by Resiolution No. 0-0, -Y 7 of the Board of ConirniS5ioner5 of SKYWAY WATER AND SEWER DISTRICT, of King County, Washington, adopted at its regular meeting held on 6T'' -'day of N OuWr�~b-ci- , 2011. SKYWAY WATER AND SEWER DISTRICT_._ _ � l 4 Cheryl Scheurman, General Manager ATTFST: W\File Sys\ho%TR - Drinking Water Utdit�%VUTR 11 - Interagency Coo peration%ATTR 11 CD16 Skyway Water and Sewer District\Agreement-Emergency-Sale-of-Wate--2011i,Final_ Emergen-of water_ supply contract.doc\A 3 CAG -11 -IBS AGREEMENT FOR THE SALE OF WATER IN AN EMERGENCY BY THE CITY OF RENTON TO THE CITY OF SEATTLE This AGREEMENT made and entered into this day of �� �£ r.='�� i :}�, 2011, by the CITY OF RENTON, a municipal corporation of the State of Washington, hereinafter called "RENTON" and the CITY OF SEATTLE, a municipal corporation of the State of Washington, acting through Seattle Public Utilities, hereinafter called "SEATTLE". WHEREAS, SEATTLE and RENTON have existing interties between their water systems; WHEREAS, SEATTLE may experience emergency situations that call for an augmentation of its water supply, such as certain water shortage periods due to low snowpack/precipitation, inflows in Cedar and Tolt River Watersheds, a transmission pipeline break or an episode of high turbidity in one of its reservoirs; and WHEREAS, RENTON, in the spirit of intergovernmental cooperation during such water supply emergencies, is willing to sell an increment of water to SEATTLE when available during non -peak periods; and WHEREAS, SEATTLE is willing to sell water to RENTON to allow RENTON's ground water aquifer to recharge, when water is available following a water shortage emergency; where RENTON has supplied emergency water to SEATTLE; and, WHEREAS, the parties desire to enter into an AGREEMENT providing for the sale of water in an emergency from RENTON to SEATTLE, and for the subsequent sale of an equivalent amount of water from SEATTLE to RENTON, if necessary, to allow recharge of RENTON's Aquifer. NOW THEREFORE, IT IS AGREED AS FOLLOWS; 1) Term of AGREEMENT. This agreement shall be in effect beginning on January 1, 2012 and shall remain in effect until January 1, 2052, unless terminated by either party in accordance with Section 16 of this AGREEMENT. The rates and quantities of water sold are set forth in Sections (2), (7), and (10). 2) Sale Price of Renton Water. SEATTLE shall pay to RENTON for all water delivered at the rate, in effect at the time of water delivery, of RENTON's wholesale water rate. 3) Location of Interties: This Agreement is limited to the two (2) intertie locations described as follows: Tiffany Park Pump Station Interties located at the intersection of Kirkland Avenue SE and the Cedar River Pipeline right-of-way (Section 21 Township 23 Range 5); and Union Avenue Intertie, located at the intersection of Union Avenue SE and SE 2nd Street (Section 15 Township 23 Range 5). The physical arrangement of the interties is shown in Exhibits 1 and 2. �greernen; for We Sale o-'JVa#er 3n an Emergen y by the City �f Rent.- tc tie Gity of eat: Page 2of0 4) Metering. SEATTLE shall provide, and RENTON shall own and maintain, an appropriate metering device to measure the water flowing from RENTON's System into SEATTLE's system at the point of service connection, Additional metering equipment approved by RENTON to transmit signals to RENTON's recording equipment located elsewhere shall be provided as determined by RENTON, all at SEATTLE's expense. 5) Priority and Continuity of Service. The determination of whether water is available for SEATTLE shall be at the sale discretion of RENTON. In the event of a condition requiring restrictions on the delivery of water, RENTON shall have the right to restrict or interrupt service to SEATTLE. RENTON may voluntarily interrupt or reduce deliveries of water to SEATTLE if RENTON determines that such interruption or reduction, is necessary or reasonable. Except in cases of emergency and in order that SEATTLE's operations will not be unreasonably interfered with, RENTON shall gkve SEATTLE reasonable notice of any such interruption or reduction, the reason therefore, and the probable duration thereof. SEATTLE shall discontinue or reduce service from RENTON upon reasonable notice from RENTOW Service shall be react.vated or increased again subject to the aforementiored conditions. 5) Water Quality. The quality of water delivered under this AGREEMENT shall comply with all applicable provisions of State and Federal law and rules and regulations of the appropriate State agency governing water quality. in addition to the above requirements, RENTON agrees to deliver water which shall be of no less quality than is delivered to its customers throughout the RENTON service area. Prior to any delivery of water, information on current water quality will be provided to the receiving party so that blending, compatibility and other water quality issues can be evaluated and addressed, if practicable. (7) Quantity of Water. Depending upon water availability in the RENTON system, RENTON shall make available for purchase by SEATTLE up to the approximate amount of two million (2,000,000) gallons per day from the existing emergency intertie located at the Tiffany Park Pump Station. The rate of delivery of water from Tiffany Park Pump Station system to SEATTLE's system shall vary between zero and approximately 1,400 gallons per minute. Also in the fall and winter RENTON may make available an additional amount up to approximately three and one-half million (3,500,000) gallons per day from, the intertie at Union Avenue SE and SE 2nd Street. The rate of delivery of water from this intertie shall vary between zero and approximately 2,400 gallons per minute. 8) Mi5cellanegw5 Control Devices. RENTON reserves the right to require SEATTLE to install, as a condition of water service, pressure reducing valves, backflow preventative devices, pressure relief valves, hack -pressure sustaining valves, pipeline flow limiting devices or l -O: ri:e SysWYTR - Drinking Waller Utility'XTR•1 1 • Interagency CooperationAWIR-11-0012 - Seattle Public Utili'ies'kEmeruencv Sale of %nialar 2011+inal 2012 Ernergency water supply con#racl.rlo6AG Agreement for the Sale of Water in an Emergency by the City of Renton to the Gi'y of Seatt e Page 3 of 6 similar devices at locations where RENTON determines a need to protect its facilities_ 9) Coordination and Prosect Management, A) Operations: For the purpose of operating the interties between RENTON and SEATTLE, coordination shall occur between representatives of the systems, who are; Lys Hornsby, Utility Systems Director, City of Renton and Tom Fox, City of Seattle (or their designated representatives or replacements) The coordination shall consist of exchanging operational information such as the interties used, the respective flow rates, back -pressure sustaining valve set points, system pressure effects, water quality characteristics, and other operational information as necessary to accomplish the purposes of this AGREEMENT while maintaining safe operation of both systems. B. Engineering: For the purposes of coordinating engineering issues regarding the RENTON and SEATTLE interties, the following personnel shall be the designated representatives; Lys Hornsby, Utility Systems director - City of Renton and Tom Fox, Citi{ of Seattle (or their designated representatives or replacements) The engineering issues addressed shall include operational criteria as well as hydraulic behavior, water quality considerations, and other appropriate engineering issues. C. Administration: For the purposes of AGREEMENT administration and AGREEMENT modifications or interpretations, the following personnel shall be the designated representatives: Lys Hornsby, Utility Systems Director - City of Renton Renton City Hall —1055 S. Grady Way, Renton, WA. 98057 and K%File Sys1 TR - Drinking Water Utility'WTR-11 - literacency CooperationAITTR-11-3012 - Seattle Public Uthlities'%EmerpencY Sale of %Vater 2C lkFinal 2012 Emetgency water supply contract dnckAG Atgreer'rent for the Sale or Water in an Errergency by the City of Renton to the City of SeItt e Page 4 o` 6 Tcm Fox, City of Seattle or their designated representatives or replacements) Seattle Public Utilities — 7001" 5"' Avenue, Suite 4900, Seattle, WA 98124-4018 10) RENTON's Aquifer Recharge^ It is recognized that runoff into SEATTLE's surface water storage facilities generally exceeds the storage capacity during the winter and spring months. It may be necessary, due to RENTON supplying water to SEATTLE, to allow RENTON's aquifer to recharge during the winter and spring months. Following a water shortage emergency and recovery of SEATTLE's water system impoundments on the Cedar and Tolt Rivers, SEATTLE will sell water to Renton. The water sale will be based on availability at the intertie locations between SEATTLE and RENTON's systems and at such flow rate as is available from the intertie location during the following winter or spring. The quantity of SEATTLE's water, made available for allowing RENTON's Aquifer to recharge, shall not exceed the quantity of water that was supplied by RENTON to SEATTLE during the water shortage emergency. SEATTLE will sell the water to RENTON at the then applicable Commodity Charge Rates in effect for RENTON under Seattle Municipal Code Section 21.04.440.E.2, as it may be amended from time to time, plus any emergency surcharge, if applicable generally to the wholesale customers at that time. The determination of whether water is available for RENTON, to allow RFNTON's Aquifer to recharge, shall be at the sole discretion of SEATTLF. SEATTLE may voluntarily interrupt or reduce delivery of said water, providing that such interruption or reduction is necessary or reasonable. Except in cases of emergency, and in order that Renton's operations will not be unreasonablSr interfered with, SEATTLE shall give RENTON reasonable notice of such interruptions or reduction, the reason therefore, and the probable duration thereof. 11) Payment. The party supplying water shall read the meter once each month at approximately thirty (30) day intervals. Payment shall be made by the party receiving water as .soon as passible after receipt of statement from the party supplying water, and in any event, not later than the tenth (10) of the second month following the presentation of the bill. In the event a meter shall fail to register or obviously register incorrectly, the amount of water considered delivered through said meter shall be the amount delivered theprevious day or the last day that the meter was previously known to be properly functioning and the total amount registered shall be pro -rated based on the number of days multiplied times the reading used unless reasonable data is available evidencing a different total amount. 12) Damages for Late Payment. The party supplyingwater may assess a late charge on the party receiving waterforfailure to comply with the provisions in Section (11). 1-1 Tile Sys1WTR - Crink ing Nater Ulililyti*TR-11 - Interagency CooperationWaR-11-0412 - Seattle Public UtilAies'-Ernergericy Sale of Water 2011Wina 2012 Emergency water contr3o,doc,.AG Aareernent for the Sale of vva er in an Emergency by the City of Renton to the City of Saatt e Page 5 of 6 This charge shall be at the rate of twelve percent (12%) per year. In the event that the party receiving water should fail to make any payment for a period of sixty (60) days after the same becomes due, the party supplying water shall have the right to terminate Further water service until such delinquency is cured. 13) Procedure for Amending the Contract. Either party can request the other to consider an amendment of the AGREEMENT. Any proposed amendments shall be made in writing. Amendments may be made if they are mutually acceptable to RENTON and SEATTLE and signed by both parties. 14) Access to Facilities and Records. Each party shall be entitled to inspect the facilities of the other at any reasonable tirne, Both parties agree to make mutually available such information or records as are at their disposal and as may be reasonably necessary to properly implement any section of this AGREEMENT. 15) Non -Assignability. Neither this AGREEMENT nor any interest therein shall be transferred or assigned by SEATTLE without prior written consent of RENTON. 16) Termination. This AGREEMENT may be terminated in whole or in part by either party any time after one year from the date of this AGREEMENT, upon ninety (90) days written notice sent by certified mail to the other party. HAFile SysCvWR - Drinking Water UtilitytiWTR-11 - Interagency Cooperauon'MJR-11-0012 - Seattle Public Utilioes'Emergencv Sale of Water 201 IlTinal 2012 Ememencv water suQply contract.docl.�G Ag•eem,?n- `^• the Sale of'%Nater in an Emergency try the City cf Renton to the Civ of Seattle gage E of i, .N WITNESS WHEREOF, the parties have hereunto set their hands this day and year above written. CITY r..IRENTON By - Denis Law, Mayor y I 1Dr�1�` ATTEST/RUTH E N T I CAT ED: Bonnie I. Walton, City Clerk APPR VEDAS TO LEGAL FORM: Larry Warren, City Attorney '-- By -.. %I Zt 1( Ray Ho an, Director of Seattle Public Utilities HAFile Sys%`NTR - Crinking VDater Utility-WR-11 - Interagency Go operation 1o,F[R-11-0012 - Seattle Pub'c Utilitie&tEmergency Sate of %'Vater 201 ITinal_2D12 - _Emerge ncy_y;ater_supply_contract doc%AG i i 1 '-- By -.. %I Zt 1( Ray Ho an, Director of Seattle Public Utilities HAFile Sys%`NTR - Crinking VDater Utility-WR-11 - Interagency Go operation 1o,F[R-11-0012 - Seattle Pub'c Utilitie&tEmergency Sate of %'Vater 201 ITinal_2D12 - _Emerge ncy_y;ater_supply_contract doc%AG Z it 'la -6) 117erWir7 rq.. J) LY- "e: &-V UJ L , M 9f: A Ap AMENDMENT NO. 1 TO LEASE AGREEMENT NO, 327-815 BETWEEN THE CITY OF RENTON AND THE CITY OF SEATTLE AND SEATTLE PUBLIC UTILITIES This Amendment to Lease Agreement No. 327-815, hereinafter referred to as "Amendment", is made and entered into this i day of iy{ '.F ii: 2011, by and between the CITY OF SEATTLE, a municipal corporation in the State of Washington, acting by and through its SEATTLE PUBLIC UTILITIES, hereinafter referred to as "SEATTLE", and the CITY OF RENTON, a municipal corporation in the State of Washington, hereafter referred to as "RENTON", WHEREAS, SEATTLE and RENTON entered into Lease Agreement No. 327-815, hereinafter referred to as "Lease Agreement", on November 9, 1998 and said Lease Agreement is attached under Exhibit A for reference; WHEREAS, SEATTLE and RENTON mutually desires to amend the Lease Agreement to extend the termination date and to revise Section 2; NOW, THEREFORE, SEATTLE and RENTON agrees to amend the Agreement as follows. In accordance with Section 20 of the Lease Agreement, the duration of the Agreement is extended until January 1, 2062. II. Paragraph 2 of the Lease Agreement is deleted in its entirety and replaced with the following: 2. Renton's Use of the Leased Land. Renton's use of Parcel A shall be for public vehicle parking, which may include sole dedicated parking for and access to the abutting north site which is planned to be redeveloped as a KCLS (King County Library System) library and for a pedestrian crossing. During the construction of the library, portions of Parcel A may be fenced off and used as a staging area upon Seattle Public Utilities' written approval of the plans prior to using Parcel A for staging. Parcel B shall be used for park grounds. The leased land shall be used for these purposes only_ All designs for construction, improvements or repairs to the parking, access to the abutting north site or park uses shall be approved in writing by Seattle prior to construction, as more clearly defined in Section 7. A copy of detailed as -built plans shall be provided to Seattle within 60 calendar days after construction is complete including any reconstruction plans. Ill. No other provision of the Lease Agreement is affected by this Amendment. 1 IN WITNESS WHEREOF, the parties herehy execc:te this Amendment No- 1 to Lease Agreement No. 321-815 CITY OF RENTON CITY OF SEATTLE /SEATTLE PUBLIC UTILITIES By: Denis Law, Mayor By: Date: Title: S3 Date. ti� r- 4 ►c Attest: Bonnie I: Walton, City Clerk Date: 7-.rr, 1. 6/p, 2 .a 2 EXHIBIT "A"FOR AMENDMENT NO. 1 TO LEASE AGREEMENT LEASE AtYREEMENT N0.32'7-915 (18-23-5 SE) . THIS LEASE AUF EEUFNT between THE CITY C15 SEATTLE, SIFATTLE PUBLIC 1.711T.=S, a municipal corporation, referred to -in tlis Agreement as "Seattle" and THE CITY DP I.E TON,, a municipal corporation, referred to in this Agreement as "Renton" (hereinafter collectively be referred to as the "Parties. ") WTTNES SETH-- . 1. PieWgs, Seattle hereby leases :o Rentor; and Renton hereby leases from Seattle, the real proparty, herein called "Leased Land" of 36,609 SgUare feet, situated ir. &,e City cf kentoi4 K ' County, State ofHasirir,gtor4 described as rollows; Parking Purposes: Parcel A• That portion ofthc City Dr -Seattle, Cedar River R_pelineRight of Way located in Settlor: 18, Townkdp 23 North, Rmgc 5 East, W.h+f, King County, Washingtor, situated in Bloom 1 and 6 of the Plat of gnn thers Sixth Additior, to Renton, Volume .26 ofPlats, page 47, records of King County, WA., and Block l of tho flat of Itiiotor Linc Addition to Rerton, Volur x 9 of Plats, page 50, ret; ds of&ng Couwy, WA,, lying north ofSoutb Third Street be+ween the east margin of Morns Avenue South and viest rnargin of Logan Aveme South, in Renton, Washington, and; Dark h[120"es. Parcel B: That portion of the City of S cattle, Cedar R:vex Piacliz:e Right of Way located in Section 18, Townah:p 23 Narth, Range S East, W.K King County, Wesidngton si'uated in Block 2 of ;he Plat of Motor Line A3dition to Renton, Volume > of Plats, page sb, re;,ords o"Kii.g County, WA., lying north ofSouth Third Street and between the east rna7 in of Logan Avenue South and the west ma;gn OfBurnett AVC. SOL.til, in Renton, Mlashington, being approximately . ?._ Renton'& he 0 - t -he Leased Land. Rentods use of Parcel A shall be used for public vehicle patlting, access to the abutting r.o&, site and pedestrian crossing; and Parcel B shall be for park grounds. These parcels shal be used for these purposes only. All parking, accoss to the abutting :north site and park designs sh�il be approved in writing by Seattle prior to constracftn of sa?d parking said ac=s and park areas, as more clearly defined in Secticn 7, A copy of detailed as built plans small be provided to Seattle vritlnin 60 calendar days ager xastru3t:on is complete iucludi.-tg any xeeonstraetion plans. 3 . Tertr. The: `erm of tl-ds Agreement ,Ehali ba for forty (40) years, cornmencii, on -November 1, 1993 and ene? in DecemLcr 31, 2038, nrlrss canceled earlier under ccnditior_s set forth in this Agreement 3A FMctive Date November 1, 1993 shall constitute and be referred hereafter as the "l ftbctive Date' of this .Lease, or if later, at such time as Seattle City Ccunciil and the Seattle Mayor approve said :ease. Renton shall obtain full possession of the Leased Land on sand 1<fFertive Dee 4. Rent., As consideration for the rights and p,ivduges of this Lease Agreerne,-ut, Seattle agrees to _he abeyance of rens during :he term of this Lease in exchange of a forty (40) year agreeVaient, from Renton to Seattle, for the operation, maintenance, repair and reconstruction of Seattle's Cedar liver Pipelines Nos.:, 2 and 3 lying within and under the streets described below; (a), Cedar River Pipeline No, 1 (66 inch diau- eter) and Nu. 2 (51-1/2 inch diameter) across Fluuser Way South and in South 3}d St,eet from Houser Way South to the west margin of Burnett Avenue South (b) Cedar River PipelineN'o 3 (66 inch diameter) in -NO Avenuz SoutE begLuurg at the scuterly narg n of the railroad within Flouser WF -Y Sourh and extending northerly to South 2nd Street, tlier_ce wester;y- in South 2°'� Street 4o a point 160 feet wet ofthe west margin of Logan Avenue South and the beginning of Seattle's fee -owned right-of=way. (c) That portion of Logan venue South, northerly of the Cedar River Pipelines to the City of R.ertcn Lir-ear Park. This portion is included herein Lade.! the (;ctrdi iur., and iu the cvta:, that Bvcliij, transfers the water maim in this right-cf-way t:) the City of Seatt:e. 4.1 Rertan may not sublet the property nor--harge cr collect money o! fees fcr use of the property by others, except tow cover crests fur public events. 4.2 If at arty time dur'.ng the 40 year rental period Seattle sells, transfers or in anyv.,ay disposes of its ownership of said pipebr_es, Seattle may either revoke th.s lease or charge the then current fair market rental value. I'a��rr:eat as Taxes, Utilities and OtheriC ' ar es, 51 [,utilities and Chaves.., Renton her,bycovemmts and agrees to pay, before delinquency, ail charges for electricity, water, sewer, gz6age removal, and all o'.her public service or utility charges of Every kind and type, charged, or imposed upon o: against the Leased I,Fnd which are aitributa)le to Renton'! use. Renlea 2 10/30198 6 TTse of Leased land. 6.1. Renton agrees to fully cornpy with all applicable requirements of State and Federal laves aving jurisdiction over the Leased Land in connection with the use, of the Leascd Land. 6.2 Pollutants and HazArdous-Substances. During the term of this Permit Agreement, Renton agrees to keep the Leased Land in compliance with any and all Lmvironmental Laws and not cause or perrn:t the Leased Land to become wcntaminated with any Hazardous Substances or Pollutants in violation of Envircnmental Laves, Upon notice or discovery of any release of any Haza:dcus Su')stance caused by Renton or expressly authorized by Renton to cccur upon the Leased Land, Renton shall, at its own cost, it mediately take all necessary steps to report; respond to, and clean up the same and restore the Leased X and to its preexisting ccndition in accordance with applicable Environmental, Laws and Requireir_ents and shall report any such release, to Seattle witlik) 24 hours of discovery_ 7. fruprovernelits. 7.1 Renton may repair anchor improve the vehicle parking area and install grass, small shrubs and other enhancements in the park area of said Leased Land, provided that Ftar:s for such imp-ovements be app-oved by Seatt?e in writing prior to construction of any enhancements, improvements, instaCaticns or alterations. Seattle shall respond in writing tc Renton within forty-five (45) days frorr: Renton s subr uttal of plans to Seattle. Seattle's approval of said plans shall not be implied or held to constitute approval or compliance with environmental, safety and other applicable regulatory requirements. AM work performed by Renton shall be performed in accordance with all applicable State and Fede. -al regulations and requirements, For die p:yection of the pipelines Renton shall notify Seattle at 425-255-2242, two. days before aav work is performed on said Leaaed m- 7.2 No bu:idi_-igs, str-actures or rockeries of any type shall be pla;,ed upon the Leased Land unless specifically approved in writing by Seattle 7.3 Vehicular equipment/machinery, wheeled cr tracked., exceeding a gross weigat of 32,000 pntin,ds per axle (HS 20-44) will be prohibited within said easement area. S, a&gIwr(;:a and Care ofPret ises. Renton covenants and agrees that the Leasee Land shall be occupied and used in an orderly, fit, and sanitary condition and that the Leased Land shall be left in the same or better condition €t the expiration or earlier termination alibis Lease as existed on the Effective Date, Renlea 3 10/30/98 _ Surrend...r of l're-nises. 9.1 Renton agrees that at the expiration cr earlierterminati, n of this Lcase, it will desist use of the Leased Land, including access to the abutting north property, and shEI: quit and surrender the Leased Lard and deliver the Leased Land to Seattle Renton will also remove; at its cost and expense, ani or all improvements placed on the Leased Land by Renton if requested by Seattle, 9.2 A. the conclusion or tNs Lease, Seattle shall, at its opt_on, conduct a final site assessment to verify that t�e Leased Land's original environrnenLa co,nditior has been maintained Buri ie the Lease termn Renton shall fuay remediate and restore any environmental damage to the Leased Land caused byRer_ton dwng the terrr of this Leas-- 10. ease 10. No Liens or EricLrnbrances_ Rentor: agrees not to permit any lien or encumbrance from any source or kr any purpose whatsoever to be placed against Seattle's interestLl said Leased Land. 11. Hold Harmless, Rebase and Liability Insurance, 11.1 Rento-i's Indemnif"icaCon. Rentoti its successors, assigns, and guarantors agree to indemnify, defend, and hold harmless Sca�tie, its offiiecrs, and vmployuo5 from acid against any and ali ciaims, dWmards, damages, losses, Lens, pens:+acs, fines, expenses of eve_y kind and nature, inciucine attorney's fees, acid liability for the follow~ng- 1 1,1.1 Any claiz*cs ar li4bility a.,isirg from occident or injury or damage to prope.!v car. or ahmil she Leased Land caused')y R-rton's usv of said Leased Land, or by its Agents, tenants, licensees, invitees, employees, or other occupants of the Leasee Land, 11.12 As between the parties and fur the purposes of the foregoing obligations Denton waives any imuan:ty, d6erse or other pro.ection. that may be afforded by anyworke:s c-�tnpensation, indusurial ins•.zrance or similar laws (including -.uy not Limited to, the Washington Industr_al Insurance Act, Title 51 of tie Revised Cede of Washington). 11.1.3 Any activities or use of the Le`sed Lanai by Renton which cwi. t or knlow'Mgly perrrat the release or t:,ie threatened relmsc of any Hazardous Substance on the Leased Land. 11.1.4 This indemnification shall su(- give tbie termination of this Lease. This indemnification shall not apply to Hazardous Substances generated, discharged, or deposited on the Leased Land prior to the Effective Date cf this Lease. AdditionaRy, this indemnification .shall not apply to H=dous Substances gcnera_ed; discharged or deposited on the Leased Land Renlwa 10130,98 after the Effective Date whiuli arise Dorn Seatt:e's activities on the Leased Land, and shat' not apple tc Hazardous Substances which migrate onto the Leased Land from off-sitc. Seattle, at its sole expense may employ additional counsel ox its choice to associate with counsel defer_ding against any such claims, lawsuits, or administrative proceedings. 11.2 Renton's Insurance. Renton will provide and keep in full force and effect during the terra of this ;Lease, public liability insurance with limits of not less than Five Nfllion Dollars ($5,040,000) covering injuries t:) persons, incIudi.-ig-death, and lass of or damage to real rand persona: property. Such insurance :nay be provided under Renton's blanket cnmprehensive liability insurance pol�cy. During the term of this Lease, Seatde shall be named as an additional insured limier such in_;urance to the extent of Renton`s undertaking set 5erth in Section 1 L. enti.led "Renton's Ince_ J -:ration." including any claims of accident, injury, or damage arising from Rentcn's use of tha Leased Land. A certificate eviciencmg such cnsurance coverage s=iall be celivcred to Seattle not less than fifteen (1 5) clays prior to the comn:enc,-Mcrt of the Tenn hereof Such certificate of inauranr c will provide far fifteen (15) days advance notice in the event of cancellation. 11.2.1 If Renton is self-insured Renton will provide Seattle with written evidence to that effect. Rentor_ must regrr_re any vontractor and/or subcontractor working or using :his site on behalf= o:'Rcnton, to inairi ain insurance coverage i". accordance with Section 11.2. 12_ Reoa:r, Removal, Relocation, 12.1 Renton acknowledges that the explicit purpose cf this property is for the operation, maintenance, repair, construction and reconstruction of water pipelines; all other uses are subordinate tc this use. Seattle shall not be responsible for Renton's facilities when Seattle funds r- necessary to repair, constrict o, reconstnict the pipelines, or ht any way disrupt the right-af--way for the operation and ma_rmenance of said pipelines, hcwcvcr, in case of excavation by Seattle, Seattle shams replace fill to grade. During such occurrences, Renton shall, at no expense to Seattle, replace, adjust, remove, relocate or reconstruct its facilities, including al :andscaping, appurtenant facilities and service lines, within the Sea_tle right-of-way. Excep: in emergencies, Seattle will give Renton written ilotce of such requirement as soon as practicable. In emergency situations, Seattle shall have the right to low vehicles off the right -of way and to post signs or have Renton post signs acco,-&-igly. 12.2 As regards to Paragraph 12. 1, Seattle will not be responsible or liable for tha access tc the site for any reason whatsoever_ 13_ Taking. La the event of a. -i eminent domain taking, the Parties agree that Seattle shall be entitled to all conderrnation awards granted for the taking of the land and improvements, except any sums awarded as compensation for tale improvements placed on the Leased Land by Renton. Renlea 013 °x/98 14. Richt of T --m inaticn, M.1 In addition to the specif c rights o` Se.attic or Rentnn M terminate this Lease as mere par <icularly set forth in this Lease, at any time during the term of this Lease, Renton ;bull have a general right to terminate this Lease in the event that it determines, at its sole discretion, the Leased Land has become unsuitable for the uses designated in Section 2 above In such event, Renton shall provide Seattle no less than sixty (60) days writte+a notice prior to the proposed terminatinn date, unless otherwise specified in tris Lease, and surrender the property in accordance with Section 9 of this Lease. The indemnification, duties to ca..,rtply with law azrd duties to restore property, provided under this Lease, shall survive termination. 4.2 In addition to the specific rights cf Renton to terminate this Lease, at any time daring the tern: of -Ids Lease, Seattle shat have a right to ten=ate this Lease in the :.vent it determines, at its sella discretion, Rentoa's use of the Leased Land does not meet regulatory requirements or standards. 15. Default. If at any time during the tel rn of t]-iis Lease Renton shall fat to comply with ar_y of the officr tc=i and conditions of Ods Lease, Seattle shall give written notice to Renton of such default and request Renton to comply WiLh Che terrrs and provisions of this Lease, as the case may be. L such default is not cured within thirty (30) days of Renton's receipt of Seattle's written notice as to the default, or within s:ich period. as Seale determines is reasonable :f Seattle determines that the condition caused by sLch default is a threat tG pi:blic health and safe y, or tae envirorrnez,, Scattle shall have, in addition t;) such reriedies as may be afforded by the laws of the State of Wasllingtor, the power znd r_ght to declare this Lease tcrminaicd and reenter the Leased Land: but notwit.istanding such remedies 3y termination and reentry by Seattle, Rerter covew is arid agrees to make good to Seattle any &L-ciency arising from the reentry, rerrmuval ofpensona! property and/o: impz-ovements, and restoration, of the Le18C6 L, rid and to nay such deficiency; upor, demand of Seattle. 16. Seattle Mav Perform. If Renton fails to do any act or thing required to be done by Sinton undo this Lease, Seattle, shall notify Renton of such failurc, and give Renton thirty ( 0) days to perform such act or thing, excep. for conditions which pose a threat to public health, seety or the environtrent. Irl Cao eves:t Renton fails to perform within said thirty (30) days., Searle shall have the right a. its sole option, blit riott!te obligation, to do such act or toin,g on behalf of Renton and upon no.if;cation of Seattle',; reasonable expenditure in connection therewith, Ren.on shall irnrnediately repay Seattle the amount thereof plus Lnterest at the prevailing rent, per annum, from the date of Seattle's invoice for said expenditure to the date of Renton's repayment. 17. At+ott,eys' Fees If any suitor legal action is instituted in eorureCdon with any controversy or dcfault arising uut of this Lease, the prevdibrig party shall be entitled to recover costs including such sum as the court may adjudge as reasonable attorney fees and rmsonable attorneys' fees on appeal, Renl lea 6 10/30/9$ 18. Non --Waiver, The feure of either party to insist upon strict perfor ..�ance of any of the terms and provisions of this Lease shall not be construed as a waiver or relinquishment of any such terms or conditions, or of any other term or conditicn, but the sa.-ne shall be and remain in full force arrd effect. 19. Notices. Any notice, consent, request, or other communication provided for in this Lease shall be in writing. Such notice, consent, request, or ctber communication shall be sent by mail to the Seattle; by mail ng the same to Seattle at: Seattle Public Utilities Read Property Services 710 Second Avenue, 9th Floor Seattle, WA 98104 Such: notice, consam, request or other cor-rr=dcation shall lie sent by mail to the Renton, by mailing the same to Renton at City of Reaton Plannirtigl)3uilding/Public World Dcpartment It 055 South C'MdV 'Wray Renton, WA 98055 Notices sent by mail shall be dcerned to have been given when properly mailed; the postmark affixed by United States Post Office shall be conclusive evidence of the date of mailing, The party to receive the notice, consent, reques., or other communication may hereafter designate another address to the other party, in which case the notice, consent, request or other coni-munication shall be sent 4o that other address. Alternatively, such notice, consent, request or other camrnunication may be personally delivered to the parts to receive the. sante. parties. 20. Fxtension. This Lease Agreement may by extenced upon mutual agreement of the 2.1. Assignment or Subletuu.. Renton may not sublet or assign this Lease Agreement. 22. jutisdic-t:On This perr_-ut is intcaded to convey limited rights and interest only. None Jthe rights granted to Renton shall affect jurisdiction of Seattle over the Leased Land or the Lessors power to perfDrrn work on said lard. Renton shall in no way interfere with the Lessors p.esent or futu-e use of said Leased Land. 23. Binding Mct The covenants and agrees=rents of this Lease shall be binding upon and inure to the benefit of Seattle and Renton and their heirs, executors, administrators, and successor's. Renlea 10130{98 Ylti W-11WESS WHEREOF, , pursuant to the provisions o_ 0rdLnancc l 177202 of the C:ty D_-_ Seattle, the parties h!�reto have cxccutcd this Lepsc thereunt^ duly authorized the day aad year i idicatcd bclow their sigauti-es. ACCEPTPD BY CITY OF RENTON: r sse 3'anrjer la3yor, Ci'y 0f JR, entoa Dat�:_� I r I BrerT Fri _svold, Deputy City Clerk Rerlca 10!30198 CITY OF SEATTLE: Diana Gale Director, Seatth- Public LltI ics Datc: AMENDMENT NO. 1 TO THE INTERLOCAL AGREEMENT BETWEEN THE CITY OF RENTON AND THE CITY OF SEATTLE AND SEATTLE PUBLIC UTILITIES This Amendment to the Interlocal Agreement, hereinafter referred to as "Amendment", is made and entered into this I '"day of I_i �'�i;�,_l i ', 2011, by and between the CITY OF SEATTLE, a municipal corporation in the State of Washington, acting by and through its SEATTLE PUBLIC UTILITIES, hereinafter referred to as "SEATTLE", and the CITY OF RENTON, a municipal corporation in the State of Washington, hereafter referred to as "RENTON". WHEREAS, SEATTLE and RENTON entered into an Interlocal Agreement, hereinafter referred to as "Interlocal Agreement", on November 9, 1998 and said Agreement is attached under Exhibit A for reference; WHEREAS, SEATTLE and RENTON mutually desires to amend the Interlocal Agreement to extend the termination date of the agreement; NOW, THEREFORE, SEATTLE and RENTON agrees to amend the Agreements as follows: In accordance with Section III of the Interlocal Agreement, the duration of the Agreement is extended until January 1, 2062, II. No other provision of the Interlocal Agreement is affected by this Amendment. IN WITNESS WHEREOF, the parties hereby execute this Amendment No. 1 to the Interlocal Agreement CITY OF RENTON CITY OF SEATTLE SEATTLE PUBLIC UTILITIES By: Denis Law, Mayor By: Date: Title: Date: `L i 2 � ►t Attest: Bonnie I. Walton, City Clerk Date:t��`i 1 EXHIBIT "A" FOR AMENDMENT NO. 1 TO INTERLOCAL AGREEMENT INTERLOCAL AGGREEMENT 'IUS AGREEMENT is entered into by anti bemeen 111E CrrY OF SEATTLE, a municipal corpotation of the. SLtte of Washington, hereinafter called "Scathe, and the CITY OF RENTON, a municipal corporation of the State of Washington, hereinafter callod "Renton", for and in consideration ofthe terns and conditions herein below set forth in greater detail, to: A. provide, fer the use of specific sections ofRenton's rights -oma way far vvater transmission lines and appurtnnanccs by Scathe; B. prcvide for the use by Reutou of certain real, property owned by Srattl; , and AMEREAS, Seattle owns and operates a system for tho supply, transmission, and distribution ofwatcr, and sells and distributes water to its own jahabitants and also to other persons and customers outside the corporals lirrlits of the City of Seattk; and WHEREAS, Seattle has made application to Renton for renewal of that particular franchise granted pursuant to Renton Ordinance No_ 903; and WHEREAS, both cities have been in negotiations regarding the tenas of the proposed franchise renevmI in a goad faith effort tovard understanding and mitigating Ox problems and concerns .raised by Renton relating to Seattle's large diameter water transmission fines which traverse the City of Renton; and 1WMREAS, Seattle owns in fee simple certain sections of the Cedar River Pipeline right-of-way; and NUIEREAS, the use by Renton of said areas will not interfore unreasonably with the use by Scathe of said rights-of-way for water pipeline purposes; NOW, TRERF ORE, it is mutually agreed by Seattle and Renton as follows: Fane 1 -or r SECTION I. SEATTLE FACILITIES IIN RENTON RIGHT-OF-WAY A. TERMS AND PRIVILEGE These is hereby granted to Seattle from the date of acceptance hereof; the right, privilege, authority to operate, maintain, repair and reconstruct throe water transmission lines together with the necessary appurtenances thereto, excluding serrice lines to any customer unless specifically approved by Renton, subject to the terms and conditions as set firth hereinafter in :his Agreement, in those portions of Rcnton rights -of wmy described as follows: 1. Cedar River Pipeline No. 1 (6&inch diameter) and Cellar River Pipeline No. 2 (51-1/2 inch diameter) across Houser Way South and in Scuth Third Street from Houser Way Scrith to the west margin ofBumett Avenue South. 2. Cedar River Pipeline No. 3 (66 -inch diameter) in Mill Avenue South beginning at the northwesterly margin of Interstate 405 right-of-way and extending northerly to South Second Street, thence westerly in South S econd Street to a point 100 feet west of the west margin of Logan Avenue South anal the beginning of SeatUr's fee-ommod right-of-way. 3. Two 12 -inch water mains located within Logan Avenue South, northerly of the Cedar Ritter Pipelines to South Tobin Street, thence east on South Tobin Street to the Burlington Northern Railroad right -of way, thence north to the City of Rcnton Linear Park, as shown on the drawing attached as Exhibit "A". This portion is included herein under the condition, and in the event that Boeing transfers these water mains to the City of Seattle. B. RIGHTS AND CONDITIONS I. Repair and/or Replacement of Pipelines: The existing Cedar River Pipelines have been in place and in service for up to ninety} ears. Considering :he patential impact of the event of a failure, break, or major leak from these pipelines through the do%mtown core of Renton and the resultant damages to residents and businesses from such an evert, Seattle shall take every reasonable and respomiblo action to Icduce or chminate such impact. a) Emergency Response Plan - Seattle shall submit to Renton, within 365 days of the date of this Agreement, an emergency response plan for all Seattle facilities covered by this Agreement. b) Analysis of Condition - Within two years of the date of this Agreement and every fifth year thereafter, Seattle shall provide Renton with a detailed engineering analysis of the strength and condition of the Cedar River Pipelines through Renton's downtown core. c) Safety Improvements - Seattle shall construct improvements on the pipelines for watrolled drainage with adequate valving and conveyance to protect Rerton's streets, homes, businesses, and other facilities in the event of a failure or emergency. Seattle Page 2 of 1 L stall install, in a timely fashion, nu. intine shutoff -mlves Vest of Rcuton to be abic to - isolatc the downtown core from drainage in case of a rnain break. Seattle shall initiate procedures to implement sufficient improvements in a timely rnan ner to address arsy anti all recommendations included in the above Aualysis of Cendi#ion. d) Fork Requirements: 1) Ingress and Egress - Scathe, as Grantee herein, shall have the right of reasonable ingress to and egress from said water transmission lints for the purpose of repair, replacement, and maintenance th=ol but such, rigbt shall be subject to and corsisrent Aith the provisions of this Agreement and junior to the rights of the public for use of said avenues or streets. All necessary work required to be done by Seattle sha'.1 be completed with reasonable dispatch and v.* trre least practicable interference %rich or mi convenience to the rights of the, public, individuals, and affected businesses. 2) Restoration - Seattle shall restore ail streets, alloys, sidewalks, and pub lie grounds, upon completion of any excavation; iustallatiori, repair or replaccrnent (tho work), to their prior or better condition of safety, utility and type of cogstruction, in which case (tire work) shall conform to current Renton Trench Restoration Requirernerrts and City of Renton Construction Standard 5pecif cations and Plans and applimble codes acid laws. In case any obstruction caused by Seattle shall re.'nrain lunger than five days aft --r notice to rcma•J-c it, or in the case: of neglecct or failure by Seattle to protect any dangerous places by proper guards, barricades, or other precautions, Renton may rennave or protect them at the expense of Seattle. When notice has beers provided to Seattle by Renton at least one year in advance of construction for planned paving, Seattle shall not be permitted to excavate into such pavement for a period offtvc ye=ars unless an emergency necessitates such or Renton permits such excavation. 3) Moving or Relocating Appurtenances to Seattle Pipelines - Whenever it shatl become necessary in the grading or rearading: paving, or repaving, improving anv highway, street, avenue, or alley in the City of Menton, or in the building of any sidewalks or improvement` thcreou, or i i the constniction of any server or water main, or in the la)ing down of any other duly authorized conduit owned or controlled by Renton, to move or remove any appurtenances (such as valve boxes, blow -of assemblies, etc.) to Seatdz's water transmission eines, which arc located above, at or in the ptoximity of the surfac-,Smttle shall, upon receiving reasonable notice from Renton, move or remove such appurtenances, r.=pt the water transmissions litres, at its owr cost and expanse; and ifSeattie shall fail, neglect, or refuse to move such appurtenances within a reasonable time, as determined by Renton, then same may be moved by Renton at the expense of Seattle. 4) Permits - Seattle shall scouro all applicable and necessary permits from Renton and approval by Renton shill not be unreasonably withheld. It is undcrstoad that, 1,3ze a or a t during an emergency, requirements for permits would be modified in accordance with applicable laws, codes, and ordinances, as necessary, and, in the event that no such law, code, or ordinance affects the reconstruction during an emergency, the permit requirement stated herein shall be waived. During said reconstruction, Renton shall have the right to direct and control the locations for access to the work and stockpiling ofmat--rials and equipment. Restoration. by Seattle shall be equal to or better than that which existed at the commencement of the reconstruction_ Seattle shall notify Renton, in advance of any reconstruction, in writing, by submission of plans for such work. Major reconstruction acti- itics shall require at least two years advance written notice by Seattle to Renton. Notice shall include submission of plans for work to Renton. 5) As -Built Plans - A copy of as -constructed plans, as available, which identfy the pipelines and their appurtenanecs, as well as all interfering utilities, landmarks, and physical features, shall be provided to Renton by Seattle within 180 calendar days following execution of this Agreement. Following any re astruction, Srzttic shall provide a copy of as-conAructed plarts for such work to Renton in accordance with conditions noted herein. Locations shown on the as -constructed plans shall be r4;renced to known. monurnents and established survey control and pipeline locations shown shall be within the accuracy requirements in accordance with State statutes. 6) inspection - If major rc :onstruction occurs in Renton, then a Renton inspector will be present and the costs for said inspector and corresponding inspection shall be paid by Renton and reimbursed to Renton by Seattle in a tin-mly mannex following submittal of an invoice to Seattle. 7). Construction Access & Traffic Control - Any operation ar maintenance activity by Seattle shall not prevent normal access over Rentan's streets without written permission from Reuton_ Traffic control costs incurred by Renton as a result of Seattle's operation or maintonaucc activities shall be reimbursed to Renton by Seattle. Seattle shall maintain access for emergency purposes at all times over those pipeline segineats within the City Limits. For norrual minor ma.intenmm, oral approval may be given;, and traffic control ►%ill be done by Seattle crews. 8) Alterations of Renton Facilities Requested by Seattle - All alterations, moving, or adjusting of Renton's pipelines and appurtenances in the Renton right-of-way required by construction of improvements undertaken by Seattle shall be performed by Renton's Water Department or dcsign--e, at the sole cost and expense of Seattle. No construction work shall be undertaken or initiated on Renton's facilities without Rentoes prior written approval. e) Additional Pipelines - The rights granted herein apply to the existing Seattle transmission pipelines only, as of the date of cxccution of this Agreement. Additional Seattle transmission pipelines will require an amendment to this Agreement or a separate agreement as detcrrnincd by Renton, dependent upon the scope of work contemplated, its location, disruption of existing utilities and appurtenances, and other related factors_ Page 4 of I I 2. Response by Seattle for Planned Improvements by Renta» - Renton shall transmit to Seattle information regarding any sirix:t or :my utility facility, improvements placrd in the proximity or across any of Seattics water t=sraission lines, and Smittic'shall review arid transmit any comment to Renton within a period of 20 days after receipt of same. 3. Cathodic Protection/Impressed Current a) Existing Installations - Where a Scattic pipeline is already cathadically protected by impressed current, Seattle shall provide a copy of the design report and as -constructed drawings for the city's records and .review. These records should be tran,srnitred within 180 days of the date ofthis Agreement. Scattic will review City of Renton water planes and other utility }dans using metallic pipe that may have been installed since Seattle's cathodic protection (CF) system was insvillcd, to identify and correct any possiblo problems. Rcnlon,%NjH furnish all information it has on cathodic protection test stations (Seattle and Renton's) that Renton has installed in these areas of concern. Tf any additional test stations are needed in order to do a comprehensive analysis of Seattle's impressed current or CP system effects on Renton's utility systems, Scattle Aill install them. Upon completion of the initial and annual testing of the existing CP system, Seattle shall demonstrate to Renton that the; CP System as install; d on Seattle's facility wilt not adversely effect Renton's facilities and shall take corrective action, as n: eessary, to eliminate adverse effects on Renton's facilities. If corrective action is necessary, Seattle shrill provide Renton a time schedule for corrections. All Seattle pipelines that are cathochcally protected shall be dielectrically isolated Prone. Renton pipelines. Seattle shall provide a report demonstrating dielectric isolation from Renton pipelines, or a report slmwing no nerd to do so, A ithin one year from the date of this Agreement. Prior to enorg;ring or substantial adjustment of a rectifier, Seattle shall notify Renton, as well as provide a report demonstrating stray current evaluation to i iGtc:de measurement of the potential shift at: groundbed; at pipeline crossings; and where pipelines run parallel ixiihin 25 feet of a Seattle cathodical lx protected facility, b) 'rest Stations - Whcn new test stations aro installed by Seattle on Renton facilities, Seattle shall be rccprired to have a Construction Permit front Renton. Renton sha[l have an inspector verify the installation to industry standards. c) New Installations - For now installations or additicns to existing inst llaboas, Seattle sliall provide plans and sp=ifitratiors to Renton for comment, its required for a normal permit process. Renton's revicwfconuttetats of the CP system design will be limited to a check on the location of the proposed installation and idcatifcatin of any potential physical or electrical conflicts with Renton facilities. Upon completion of the installation of a new or modfflkd CP systein, Scatt:e shall demonstrate to Renton that the CP System installed on Seattle's facility will not adveTsely affect Renton's facilities and shall take corrective action, as necessary, to eliminate adverse effects on Renton's facilities. Page 5 of I I d) Annual Testing - In addition to demonstrating, with initial testing, that there are no adverse effects on Renton facilities, Seattle shall test Rmton's facilities annually to show that no adverse cffccts exist. Renton shall be invited, in writing, two weeks in advance, whoa testing said facilities to verify and learn testing proccdurrs. Spattle will be responsible for operating its CP system rwtifiers in the area in sufficient combinations to determine existea: a of cathodic protection interference. e) Annual Reports - Seattle agrees to submit as annual report which attests to the fact that no adverse effects have occurred on Renton's facilities. The report shall also include data on rectifier settings, DC ampsIvolts out put, pipe to soil potential measurements, and shunt readings at interference/cross bonds or across isolation joints. I) Liability For Damages - Seattle shall be responsible to correct stray current problems that are detected during annual testing or at any other time, and shall be responsible in damages to Renton mid/or to third parties for all stray current damage, as defined by a mutually acceptable Corrosion Engincer, that results from the operation of the Seaffe cathodic protection systern. 4. Claims - Seattle agrees to join with Renton in the defense of any and all claims or actions of any kind or description wbich may accrue to or be suffered by any person, persons, or property by reason of Seattle's Use of said areas. In case of any suitor action brought against Renton by reason thereof, S=ittle will, upon nctice to it of the commencement therxo join with Renton in defense of'such suit or action. Any final judgrncot awarding damages shall be paid in whole or part or shared in such proporions as shall be fixed by the ccurt or jury if the parties cannot agree. C. SERVICE TRANSFERS Seattle shall, upon request by Renton, in a reasonable time, conclude with Renton a plan for orderly transfer and takoovcr of service by Renton of those residential and industrial/comnercial customers within Renton city limits or Renton's franchise area within the Skyvvay Coordinated Water System Plan all in accordance mitli State lata and the Skyway Coordinated Water System► Plan. Tho transfers, cost of-Amter, and billing procedures shall be done by separax Agreement D. POLLUTANTS AND HA.LARVOUS SUBSTANCES During the term of this Agreement, Seattle agrees to keep the right -of --way and facilities aavercd by thl's Agreement in compliance with any and all Environmental Laws and not cause or permit contarnination from Hazardous Substances or Pollutants in violation of Environmental Laws. Upon notice or discovery of any release of any Hazardous Substance caused by Seattle: or expressly authorized by Seattle to occur upon tho right -of way and facilities covered by this Agreement, Seattle shall immcdiately take all necessary steps to report, respond to, and elm up the same and res -tore the right-uf-way-arid facilities covered by this Agreement to its preexisting condition in accordance with applicable Environmental Laws and Requirements and shall report any such release to Renton Mthin 24 hours of discovery. PaCe 6 of I I E. HOLD HAR.rNILESS, RELEASE AMD LIABILITY INSURANCE I.. Seattle Indemnification: Scattlo agrees to indctyu14, defend, and hold harmless Renton, its officers and cmployws, from and against any and all slain s, demands, damages, losses, liens, penalties, fines, expenses of every kind and nature, including attorney's &cs, and liability for the following: Any claims or liability arising froth an accident or injury or datrtage to property on or about the right -of --sway and facilities covered by this Agreement caused by the Svrongful or negligent acts or omissions of Scaide, its agents, tcuanis, licersces, invitees, ernployaes, or other occupants of the right-of-way and facilities covered by this Agreement. As beta-eca the parties and for the purposes of the foregoing obligations Seattle waives any immunity, dcfer sc or other protection that may be; afforded by any workers compensation, industrial insurartec or similar laws (including but not lim ted to the Washingtoti Industrial Insurance Act, Title 51 of the Revised Codt: ofWash;ngton)- Any activities or use of the right-of-way and facilities covered by this Agreement by Seattle which cause or knowingly pezrnit the release or the threatened release of any I Iarard nus Substance on tt:e right-of-way and facilities covered by this Agreement. This indemnification shall survive the: termination of this Abrcemcrit. This indcAnuification shalt not apply to Ha=dous Substances generated, discharved, or deposited on the right -of -;my and facilities covered by this Agreement prior to the date of occupation granted by the initial fracchisc, Additionally, th s ind=nification shalt not app]Y to lIa:cardous Substances generated, diseharged, or depositcl on the rigLt-of-way and facilitit;s covered by tliis Agreement after the date of occupation granted by the initial franchise which arise from Renton's activities on the right -of --way and facilities covered by Es Agrecinent, and shall not apply to I Iayardous Substances which migrate onto the right -of way and facilities covered by this Agreement from ofd Me. Renton, at its sole expense, may employ additional ccunscl of its choice to associate �Vith counsel defending against any such claims, lawsuits, or administrative proccodings. 2. Seattle's Insurance: Seattle shall provide and kccp in force and effect during tho, tc=, hereof, public liability inrsurancc with limits of not less than Five Million Dollars (S 5,000,000) covering injuries to parsons, including death, and lass of or danlagea to real and personal property. Such insurance may be provid;.d undur Seattle's blanket comprehensive liability insurance policy. During thin term of this Agr=ment, Renton shall be narned as an additional insurccl under such insurance to the extent of Seattle's undertaking set forth in Section I. E. 1. Entitled "Seattle IndcrruriCication" including any claims of accident, injury, or damage arising from Seattle's use of the right-of-way and facilities covered by this Agrccrnent. A certificate evidencing such insurance coverage shall be delivered to Renton not less than fifteim (15) days prior to the execution of this Agreement. Such wrtificate of insurance: will provide for fiftocn (15) days advance notice in the event of cancellation. If Seattle is self-insured, Scatde will provide Denton vaith evidence to that c ect. Renton will eaga7cfIt require any contractor and/or subcontractor to maintain i.'isuranee coverage ire accardanre with the preceding paragraph. F. DEFAULT If at any time during the term of this Agreement Seattle shall fail to comply Kith any of the other terms and conditions of this Agreement, Renton shall give written notice to Seattle of such default or otherwise to comply with the temts and provisions of this Agreement, as the case may be. If such default is not cured within thirty (30) days of Seattle's receipt ofRWon's written notice as to the default, or within such period as Renton determines is muorLable if Renton determines that the condition caused by such default is a threat to public health and safety, or the environment, Renton shall have, in addition to such re-nodies as may be afforded by the laws of the State of Washington, the power and right to declare this Agreement terminated and reenter the right-of- -way and facilities covered by this Agreement, but not withstanding such remedies or termination and reentry by Renton, Seattle covenants and agrees to make good to Renton any deficiency arising from the reentry, removal of personal property and/or improvements, and restoration of the right-of-way and facilities vovored by this Agreement and to pay such deficiency upon demand to Renton. G. RIGHT TO REMFDYfDEFAULT WTE REST If Seattle fails to do any act or thing required to be done by Seattle under this Agreement, Renton shall notify Seattle of such failure, and give Seattle thirty (30) days to perform such act or thing, exec pt for conditions which pose a flu mt to public health and safety, or the en*onment. In the event Seattle fails to perform within said thirty (30) days, Renton shall have the right at it sole option but not the obligation, to do such nct or thing on bthalf of Seattle and upon no0cation of Renton's reasonable expenditure in connection thermitht, Seattle shall immediately repay Renton the arnount thereof plus interest at eight (8) percent per annutn -firam the date of Rearton's invoice for said expenditure to the date of Seattle's repayment. SECT ON 11. RENTON FACILITIES IN SEATTLE RIGHT -QF -WAY A. PREMISES By separate Agreement, Seattle shall grant Renton a 40 year lease for vehicle parking and park purposes in the area described below: Parcel "A" for Public Vehicle Parking, Access to the Abutting North Site and Pedestrian Crossing Purposes: That portion of the City of Seattle, Cedar River Pipeline right-of-way located in Section 18, Township 23 North, Range 5 East, W.M., Kang County, Washington situated in Blocks 1 and ti of the Plat of Srnithers Sixth Addition to Renton, Volume 26 of Plats, page 47, records of King County, Washington, and Block I of the Plat of Minor Line Addition to Rcnton Volume 9 of Plats, page 50, records of King County, Washington, lying north of South Third Strcct between the east margin of Morris Avenue South and the west margin of Logan Avenue South, in Rentor Washington and PBE'C 8 Of I r 2. Parcel "B" for Park(Piaxa Purposes: That portion of the City of Scattle, Cedar River Pipeline right-of-%%a►y located in Section 18, Township 23 North, Range 5 East, W.M,, King County, Washington, situatul in Block 2 of the Plat of Motor Lane Addition to Renton Volu.]no 9 of Plats, page 50, records of Icing County, Washington, lying north of South Third Street between the east margin of Logan Avenue South and the west margin of Burnett Avenue South, in Renton., Washington. Seattle also grants to Renton permission and authority to use the following areas, as described be'.ow, extending existing uses granted in the aforesaid franc rise granted pursuant to Renton Orlinance No. 903: 3. That portion of Seattle's 30 -foot wide Cedar River Pipeline No. 3 right-of-way lying between the naltherly and the southerly westbound lanes of South Second Street, beginning at a point 100 feet crest of the west margin of Lagan Avenue South for vehicle and pedestrian crossings, traffic control and ligbting devices, and streot Nghting, underground utilities including conduit and landscaping. Any extended uses, beyond the prier permit I;ranteti under Ordinance 903 , will need to be reviewed and approval by the City of Seattle. d. Such space as required for an existing 12 -inch diameter storm semer along Seattle's Cedar River Pipelkie right -of --way between Burnett Avenue Scuth and the old Blaok River Charwel. Any modification or reconstruction of the facilities will need to be reviewed and approved by the City of Sexttic. S. Thosc portio. -Ls of Seattle's Cedar River Pipeline right -of --way in downtown Rent oil for the roadway crossings of Logan A.vcnue South, Morris Avenue South, Whiftvorth Avenue South, artd Sljatttink Avenue South including underground utilities and other n=ssary appurtcnal>ces. Any modification or roconstruction off the facili>_ics will nod to be reviewed and approved by tfie City of Seattle_ Ii. 1ZTGTITS AND CONDITIONS 1. Use of Seattle right-of-way - SPU has sole authority to review and approve any and all uses of all SFU Ccda-, River Pipeline right -cif -way within the City of Renton. This includes those parcels specified in Lca_ae Agreement No. 327-8I5 (18-23-5 SE), as well as other tight-oftimay owned by SPU within Rcnton city limits. The City of Renton is not authorized to make arrangements wide any private parties for use of the SPU right -0f --way Aitlrin the City of Renton. 2. Coulpensation for Private Uses of right-of-way - Acrordi:ag to skate lave those uses by private parties of SPU ribht-of way which are for private benefit mcst be compensated at fair'-wrket value. Bence, SPiJ must be cornpensated at the fair rnacket value for any private use of the rigl►t-0f way. Said private party must enter into a long-term leas-. with SPI; which specifies uses and compensation for the property in question. 3. Unautherizcd Uses - For any unauthorizi:d uses of SPU right -of way by the City of Renton, SFU may remove unaurhorixcd facilities, vehicles, andlor structures at the expense of the City of Renton, with expenses to include the pa}n lent of any damages that occur during the removal of said structures and facilities. ?age 9oflI 4. Garage Access to Parcel A - The granting ofgarnge access to Parcel A to tenants of the Dally Sits is contingent upon the City of Renton owning the 18 -foot -gide abutting property, lying between the Seattle right -of Kay and the Dally site. Failure by the City of Renton to acquire this parcel of property (or equivalent property rights through a long-term lease) shall either result in denial of access to SPU right-of-way by the Dally Site tenants, or the granting of such access only through the terms of a lease enterrd into between SPU and Dally, SECTION III. ABANDONMENTfEXPIRAUON/TERMINATION This Agreerrwt shall expire on December 31, 2038 unless terminated upon mutual, agreement of Seattle and Renton prior to this date, Seattle may give written notice of abandonment for any area identified in Section 1. hereof. If Scattle deterntines the pipe(s) are no longer needed, Seattle shall notify Renton_ Seattle shall remove the Pipe(s) and restore the street to its prior condition at Renton's request. This Agreement shall not be assigned or transferred. SECTION IV. NON -EXCLUSIVENESS This Agreement is not exclusive and sha11 not preclude the City of Renton from granting franchises to odder persons, companies or municipal corporations to use said streets, avenues and other public thoroughfares or any part thereof covered by the Agreement for the same purpose as herein authorized or for any other purpose au'%o6zod by law, Nage 10 of l t IN N41TNESS NVEMREOF, Scatt€c bas caused tbix Agmarricnt to be cxoCUUd by its Director of Seattle Public Utilitios pursuant to Semttle City Ordinance No. 119202. cn-y or. SEA`1 ME Diana Orale Director Seattle Public Utilities Notary Sea] must be within box. Notary Sea] must be within box. OF RENTON G Tanner, Mayor Attest: i -3retlda Fr_tsva �, Deputy City Clem: S'T'ATE OFWASIIINGTON) SS COUNTY OF KING ) ] c&rtify that 1 know or have satisfactoy evidence that 55G 11Yk�f'_ rj-erdQ f5 Ot signcdthis instrument and aclmowledged it to be his/hcsitheir free and voluntary act for the uses and purposes mentioned in the iustrument. Notary Public inajid fur ffthe State of Washington Notary {Taint} l� iL �fl t! M-9-0-0 _ My appou:tmeist ex zres: � �� Dated _. �. STATE OF WAST-HNG O ) ss COUNTY OF K[NG ) l certify that l boNv or ve satisfactory evidence that signed this instrument and acknowledged it to be his,'herkheir free and voluntary ae' for gie uses and purposes mentioned in the instr=cnt- Notan, public in and for the 5 of W hu:gton Notary (P nt)](• �C1 ,Nly appointment expires Dated: Pap IIafII a EI R � i Ili 2-12" ING WATER SID chi LIN R PA v+ l •`:�`\, ti`��• - it A:� .' L M E ^� r 1� IL A]'� Appendix E WATER RIGHTS DOCUMENTS PERMIT ----This vs to certify that I have examined the foregoing application and do hereby grant Lhe same, si.,b,cc. to the follotving limitations and conditi'n' s: This permit is issued subject to c.iistiny ri.ghis; if ;or irr iyatio-n, pemittee shall construct and r,tair. .Ln at his own expense a weir rrr other suitable deu2re for measuring the water granted herein and this appropriation shall be sub '1ect to such reasonable ro- tat:on ."Isr"i as may be ordered by the State Supervisor of Hydraulics. AJD it t3 fuy Cher iiader. 1iI-1 s— ,t {.it:i_:ti'� iksheres__ uu_..�.fz�e.._.�aNs n.a,4. :n ford_-�ere�G.er in, .ac �.o.r.��:�c.�_ v�_��i1.S.k.��a..__ �� L�W The amount 0.117 a ;ter appropriated shall be limited to the amount which cart be applied to beneficial 115e and not to escecd mtbic feet per second, or its equircdent in case of rotaor, Trie pri)riry nate of tlti.s permit is -. April sir* 19- 9 Actual rortstructtost tvork shall beg21 on or before and shall !hereafter be prosecuted zcith reasonable diligence and be completed orz or before ..._.__... Qcto4er. .!., 1�42 - _.—.- Complete application of the u:arer to the Proposed use sbull be made Cin or before ......... . G:rr: t4rnCr nzzr hand and the seal of this of ice Cr Olympia. Washington, thi day Srcte Supe-rniior o! Hydraulic3. O zz zz ip - j �t C 4- r. u I• c I-> O zz zz on CERTIFICATE RYCO87) NO. PACE ,*t772-'LL7 —. STATE OY WASItiNGT"ON. C.niih-TY 4'F-- gly CERTIFICATE OF WATER RIGHT f Ln accarciw nth tie proviel of Chaptm III Lawn of WuhlnMn for lYlt. end t.h. rulm end fe(V [a :tuna of the State Svp—t r of RyTir6udm thvetader.] This is to certify, that._ ............ ......N4rth, .aL_+W t'dr' of ... — 5�ttla State of.._ _ .Yfashitlgton_ pas made proof ro the satisfactton of the State Supervisor of Hydraulics of Washington, of a right to the use of the waters of Q.eda,x R1Y.e.r.... , a tributary of -- Lako wsshin&l an. for the purposes of -- - -- --_--...Domastio -9l ppt ,Y rar. co=u-ftity.. .. _.......... nr?v �ApprO�; 1 eti,QA� Permit lklo�-2942 — - issued by the State Supervisor of Hydraulics, and ,flat said =ght to the use of said waters [las been perfected in accordance with the Laws of Washington, and is hereby confirmed by the State Supertnsor of flydraulics of Waslr.rtgton and entered of record in volunir•-`-.5 —_., at Page -2147- on the.7215t-day of . Fe.braary _.. .. .,_.,_..., 19 5_ -that T},e rignt hereby confirmed dates iron Apr-il 26{ 1939-:-. _.._..._..— : that the rrntrunt of teeter to u:htch such right is entitled and hereby Confirmed, for the purposes aforesaid, is limited to an amount act -,tally benefit-i.ntiu used for said purposes, and shall not exceed ---Orifi (1.0) _.pubic_ par second..__..__. --.... A d2se7ipti0n O the lands under such right to which the [cater hereby confirmed is appurtenant, and the nloce Cohere such water is put to beneficial use, is as foltows: MA -F OF USE FOR IRR1GATTO`t LOCATION OF rOWER PLANT ! MR PO'",.14 yy -� LEGAL SL'HDIV'IS10N H. Y D ; d ba,d In M. P. Ac%.enr Sit'-oa i TawrtstiiD I TU+t=e i _... Sertlop 7'o w^yhlD j ]Ln6e i LEGAL, SUBDIYLStO7+ MR OTlU:R USLS EI.Uads ambraoed within Isic sunpfor . the district of the ,r_ — W— -- r.,..,.,a,-.t,� ,nLe right to the use of the water aforesaid hereby confirmed is restricted to the iaTids or piece of use Herein 3esc-ribed, except as provided in Section 39. Chapter 117. Session Laws 1927 - WITNESS (he Veal and signatUTV of the Stntr Sujwrr•tsor of 'hr St - [rl lj i application No. 4995 303$RKFS2 I t?£R COTPANY Z.B21eation made July ts, 1939 ^Kis a7211cation 1s for the n7?rogftatlon of 1.2 C,£,E, \J Tater for 30eestic supply, from Cedar River, near 2enteq, in King County. kell has been 4e< at the bank o: we river aro water is pamper to a Storage tag= to fainfsk a 60mestic SuPPIY to the coomunity of Kennydale. :Sere a=A a152 scve=al users aloe& the £1[e line near Renton. Ve cfesent consumption is estim&tel at 0.3 c.{,2,, .ttb future re22irements estimate§ at 1,0 c.£,s. There is ample water in this st£ea7 aviiinble £o2 i rOgrlRtlon ani permit should issue for the quantity apolie2 for, s ,lect to existing rights an! compliance lith the £egn- latiOns of the Departments 0{ Fisheries and Game. 32GRet this 11th Jay of August, 2929. SaZ J E — JCS, Ssgecto£ Divi ion of K 42aulics r; �\ 2237£2 by State Department of Gaee. t4&4-A—IMM itT�. SEC F?UT E Be were to skew tUsta or mai berriad of pouf of di.er.fea frac msar d 40 -acre vororr. Aloe travoUnt dlrecifs from merree4 4e. m on main Mth%raF. 16 /I J' Leo f I f ' 1. 'i --�-��-"� � ;` .�}` - -,• i� _ ! _ \ P i 4 r _ Proof of A-ppropriation of Water Pcrmit No 2442 - 2_GZ 7: XCS11-3 U17- _`,G, c,7. -T7.-, WASF1. 1_ Aa,rr,• 'o ,rp!'lrr(1,r ,r r,- .,r ej op rr.;, r tr7 l r••R Ce 4I' ..i:@r --h-ibularynl.'r,-.Z7a2h nj,t .aa_ ldonestiC .+ pnrp..:r •,r r.:rrjl�r-r'ti r: rr,ll,�r u;,'.i' 1'29 -new Wall -is ConstruCted i. r:+• r ,irltr .•7 1,..�irrr7:r,rf .f , .,x.lnrr I r,.rr � r 1x30 -rex wLl'_ was com.leted r; , , ,r,tr.,-, f ,.ri 1,L'1 �,.lr ,i r ,r,>f r •rt t �„rr tf.,rl: • r .- - - -- --- w_-)tea2er 1839 i IS i:• n rr .: .rdl r1., rr'rll• ,' ..7rrF,7..r,.r,r rt! C,fu'•j In j repo r•1 r...? 1930 _ �. �i'1 r,r Ilr.. ,`:.ri •rrr :77 r1 •'1r-Iril `!. rfrrrrr,jln•T Ir. it c._ I i,r rr r 1'7ar r,rt. fill, Irf the u4 rrtbt-r ,/ acrp� ele- -• r -r',- f fir !,r'1'r,rfl n” i !1„' gtrnrbcr r,i rlcrr'? arlrrtrlirr irri"Wr,l (T1 t2ter <lr,mbi 1,r opph'rd t,) ihY frill nrr>ribrr r.r nr rv-r' t,+ 1, a• trrrgn!iv1 bc.i,,ro cerh' irnt,' frl,r =uf). /1 for prm-rr. ,ii -r locati„n of pourer r;lemt rind !1,,• 11w,u !irnl lr,.r--'jr„?t r ,7�:rrr1. 1 irr prrm{7. 11 1.,r ••ripply, im iripal. marm- ;rlrrrin,l ,•r •,Ij7.•r rr�••<. ;:rr1,1,j r�r,r' Ilii ,fr;r-rir�lir,u r,i rrfnfr of rr��. Core icing at a point on the south ziargin ci' the Rentor.- nla valley 203d No. 1140, nhich point liRs south 41 deg. 25 L east 240 feet f7rom the Intersection of the ear: and zest center line Of section ceventeen (17),town- ahl-2 twenty tb--e (23) port-, range fivs (5) east, r, and said south nargin,theace south 48 deg. 35' west 100. feet; thence south 41 deg.25' ea•;t 130 feet; thence ncrt4 48 cPg. 35' east 100 feet; thence north 41 deg. 25' rest 130 feet to the point of be4ia.ning, in the CouatY of iiing, 4tete of Washington. Go.::Cing at a point on the Test recti^a '_iue of 3ae.4, Two. 23 e(. , range 5 3. 'u. L. 1044 feet so;:th of the Rest { cor— ner of Said section 4; thence east 215 ;eet; thence nDrth 44 feet; thence east 50 feet; thence south 100 feet; thence west 50 feet; thence north AA feet; t5eace west 215 feet; .-hence north 12 feet to the point of bebir_ning. COI:jme^cin g at a point or, the soutzL-'; zmr!.In o: Cc- ItJ oad o_ 1140, which pol:-'t lies so-.:th 41 deg. 25' east 252.0 feet;the-_e south 44 ding. 25' east 397.0 feet frot 'e 1-Itersection of the rest-” sst centerline of section 19, 'Np. 23 N. , R. 5 East aur said so;.,",h- a.iy -a.gin; thence south 45 dei;. 3wt zest 1G0.0 .eet. *.-,once sou -.h 44 cs,=. 25' east 50.0 feet; the=ca nort3 ,may ip_ -in: . 35' east IOD feet; t'__eace now .h � ,_p hes.. -..E _pint STAT- OF WAS41rNCAr0N DEPARTMENT 01 ECOLOGY CERTIFICATE OF WATER RIGHT E] Surface n R rrfr': (I --j o a rorda��cP .':lh rh9:1 I p: —ons of CLn P[cr lI7, Laws of W—h!ng I". fm 141;, an'E n_i,rvnd,r,.nl t. Ih—Tn. —dr[h, rubs .—f f )III• Dci,sr rl m-nl of E-1.gy'.1 ❑R Growui Rarer I[—_d ;r, oacn dunce ,riu, I . Prvwls,nns .,f ChFP"' zas, Lwws"WashlnQlor, fur 1945. „ d o.nrvndn,rr,E [herein, And The rules ursd rr gula lions aT Ih, Dril.arl,nrnl of Ecningy.l .n CEnnrICATE NVMnLn PERMIT NUMRER nPPLICAIION NUMRER PRIORITY DAVE G1 -20605C G1 -20605P G1-20605 May 3, 1973 n CITY OF RENTON ADDRESS ISTRFFTh If TTY) rSTATLV 12IP CVOEI Municipal Buildin, 200 Mill Avenue South, Renton Washington 98055 Tli.S tis to cerrily thar the herein named appliL-airt has made proof to the satisfaction of the Department of Ecologycif a righl to the use nl'tlic• llriblic waters of the .State of FVashiJigtoit as lierehi defined, and under acid spec ficall .- subject to 111e prm,isiorrs coarained in the Permit issited by the Department of Ecology, aild rhat said riglit to the use of said waters leas been peeferied in accordcrrrce with the laws of the Stare of WasliiilgtoiT, and is hercbv coii- firened by the nepar-mielit of Ecology and entered of record as shown PUBLIC WATER TO BE APPROPRIATED SOURCE "- Infiltration Gallery (unnamed springs) TRIRUTARY CFF SIF SURFACE WATERS) Springbrook Creek MANIMLPIh I; yaI C,FGET PER SECOND I MAkIMI.lM GALLONS PER MINUTF ` 1050.0 MA%IMMI ACRE-FEET PER YEAR 1680.0 QUAMNry, TYPE OF VSE, PERIOU O: USE _ Municipal Supply - continuously _ LOCATION OF DIV -)XIMATE LOCA11ON OF UIVERSIUN'WITHDPAWAL 40 feet North and 40 feet West of the East ON/WITHDRAWAL uarter corner of Sec. 6 I OCAILO WITHIN ISMALL(:SY LEGAL SUED+VISION) SEI:TjQN j TOWNSHIP N. RANGE, IE. OR V . u'.r:., V:,R.I.A. COUNTY SrkNF!t 1 6 22 5 E. 9 King RECORDED PLATTED PROPERTY �— L(7T RI pCK01 11311E !•TAMC OF PLAT OR ADDITION) Tra is 7 &19 Springbrook Acre Tracts LEGAL DESCRIPTION OF PROPERTY WATER TO BE USED ON Area served by City of Renton. 7 PROVISIONS Nothing in this permit shall be construed as excusing the permittee from compliance with any applicable federal, state, or local statutes, ordinances, or regulations including those administered by local agencies under the Shoreline Management Act of 1971. :J s� v� vi dLEU f Retard at Re nt '1.14C3J ❑t-A'A SF1Cf1�3�I3 '� 504��3� 60 it Vid 9i �V QU Ali �13(] U 0� 33r k -I i rri L.s 77re right to the use of the waler aforesaid hereby cnrrfrruied is restricted to the lands or place of use herein desi-rilied, excep, as 1rrorided in RCS' 9O,03, W. 90 03.390, and 90-44.010, This certificate of water right is specifically subject to rel incluishment for nonuse of tivater as provided in KCR' 90 -14.180 - Given ander nn), haird and the sealOf this affiee at Ult nrlri<r, N'ershirtgrat, uric ..........I .rh..................... du} of . ttil..tr..., .,.. _...,..... , 19.7.5.., ..., r JOHN A� BIGGS Director • Reparttnent c ogy CSN .....f. �. �.*1� 17.4'_, - (/I ✓ / .''......., .., R. JER BOLLS ssistant Director rOR COUNTY USE LY STATE OF WASHINGTON DEPARTMENT OF ECOLOGY REPORT OF EXAMINATION TO APPROPRIATE PUBLIC WATERS OF THE STATE OF WASHINGTON ❑ SURFACE WATER X❑ GROUND WATER APPLICATIO'v `!O, rRIOR1 Te' OArE OF APP 1-I CA TION Q-20605 May 3, 1973 NAME CITY OF RENTON ADDRESS !STREET. 4CITY1 (STATE; VtP CODE Municipal Building, 200 Mill Avenue South, Renton Washington 98055 Date of field examination: December 4, 1973 PUBLIC WATERS TO BE APPROPRIATED SOURCE Tnfiltration Gallery (unnamed springs) TRIBUTARY OF 1IF SURFACE WATERS! SPri.ngbrook Creek MAXIMURa 0001C FEET PER SECOND MA%INiJM GALLONS PEk MINUTE MAXIM -IM ACHE -FEET PER YEAR 1050.0 1680.4 n L.ANTJ- TrPE CI USE. PERIOD OF USE Municipal supply — continuously LOCATION OF DIVERSION/WITHDRAWAL OXiMATE LOCATION OF O:4'ER5I0N/V,17F1D9AYI1- 'IO feet North and 40 feet West of the East quarter corner of Sec- 6 LOCATr.n1F-1: 1 Sy7AL_E5r LEGA: SLL,LrVISIUVI FEC.TIUN 'O:YNSHIP N. 944GE, 1E OR s,.I W M ti`;.RJ. A. COUNTY SE'xONr;� b 22 5 E. 9 King RECORDED PLATTED PROPERTY LGT FLOCK 1 OF 11-, .A .1 V1 t, 1.11 C11 PIAT OR AO1111fL).. Tra.ts 7&9 Springbrook Acre Tracts LEGAL DESCRIPTION OF PROPERTY WATER TO BE USED ON Area served by City of Renton DESCRIPTION OF PROPOSED WORKS Infiltration pipes, collection well and gravity transmission system. DEVELOPMENT SCHEDULE BEGINNING DATE =PiATION DATE DATE COMPLETE APPLICATION OF WATER TO BE MADE Started PROVISIONS AND RECOMMENDATIONS The request for 1050.0 gallons per minute is granted with an annual quantity of 1680.0 acre-feet per year for municipal supply. Applicant is advised that notice of proof of appropriation of water (under which final certificate of water right issues) should not be filed until the permanent diversion facilities have been installed together with a mainline system capable of delivering the recommended quantity of water to an existing or proposed distri- bution system within the area to be served. Use of the waters to he appropriated under this application will be for a public water supply. State Board of Health rules require every owner of a public water supply to obtain written approval from the Assistant Secretary, Division of Health prior to any new construction or alterations of a public water supply. The appli- cant is advised to contact the Washington State Division of Health, Public health Building No. 4, Thurston Airdustrial Center, Olympia, with regard to the need for compliance. "A suitable measuring device shall be installed and maintained in accordance with WAC 508-64-020 through WAC 508-64-040." (Installation, operation and maintenance requirements attached hereto.) It is noted that the well site and/or water transmission facilities are not wholly located upon the land owned by the applicant. Applicant is, accordingly, advised that the issuance of permit by this Department for appropriation of the waters in question does not convey a right of access to, or other right to use, land which the applicant does not legally possess. Obtainment of such right is a private matter between applicant and owner of that land. Copy(ies) of easement agreement(s) must be furnished this Department prior to issuance of Certificate of Water Right. Additionally, the permit when issued shall carry the following provision. "Nothing in this permit shall be construed as excusing the permittee from compliance with any applicable federal, state, or local statutes, ordinances, or regulations including those administered by local agencies under the Shoreline Management Act of 1971." Signed at Redmond, Washington, this 1&_ day of 1974. HERMAN H. HUGGIN , JR. Hydraulics Engineer Department of Ecology S. r. N. 767—IS23. Approved as to Dorm by Dep i. of T?m,;lvary. 8909. Cr1MFICrYri¢ ,1:QOIi6 N0......:..........................y PAGE NO....... a.......... STATE Or WASII[NOTCN, COUNTY Or-_.. ...---- ........... }i 4:1 ��,..,.. ... C PI T UT-KCATS OF WATER 11 -LIGHT (Por rights perfected under original, onkugement or secondnry permlte.y 1 (In accordanco with the provisions of Chnpter 117. T-a+vs of Washington for 1517, and the regulations of the State Hydraulic V.nglrleer thoreuador.) This is to certify, th¢t.........._.......4V---O1...Renton ........... ....., of. ............ ......_...Rentor............... ............................ ....... ::,as,iir.t:tar, State of ....................................... ....... .........., has made proof to t)&e satisfaction of the State Supervisor of 7lydraulics of Was)ziragtorf, of a right to the nese of the waters of, Creole a trlbutarf of... TDun j. C? n...R�ver.................. for t)tc purposes nf. ......mus-c'nal. 7:-ate.='....fu"?!y............ ........ under. _ .-....Ap:yroD_i .tion Permit No.....1555......... .., of the State Supervisor of Hydraulics, and that said rig)at to the use of said waters has been, perfected in accordance with the laws of Washington, and is hereby confirmed by the State Supervisor of 71ydraulics of Washivgtoza avd entered of record in ne,__--- l- .........., at Page. an t)&e......-17..... dt&y of... ......._ Dace acr,..,...,.,.,-...,...., 19..3d..; that tiie right hereby confirmed dates from . "Ity.Vth...................., 1.4 30 ; Haat the amount of water to which su.c)a right is entitled and hereby confirmed, for the purposes aforesaid, i.s• liruilcd to ars arnount actually beneficially used for said purposes, and shalt not exceed- ' ............:..cubic feet per secoud- A description& of the lands under stet)& right, and to whie)a the water 71er-eby confirmed is appz&rteiia7d, or if for other purposes, the place where szx, 76 water is put to beneficial use, is as follows: QAT, StJBnIVISION No. Ac-g 1)—rR-1 No. Afr.s Aetuatly Sactlon I Township Aansa I lu Yermu Srribatrd City Of7 Renton, r 1 I I �J 11 i ill The right to the use of the water aforesaid hereby confirmed is restricted to the lends or place of use herein described, extent as provided in Section 39, Chapter 117, Session Laios 1917. WITNESS tke seat and siguaturc of the State Supervisor of 1fydraidlcs a§ixf d thi.,_ _.1-7th...........lay Docon. ber , zC ........................... ................ _...... ,L .•.,l,ti �utc Superviror of Hydr�uii6s. 1 _ _ ( cc'PY) Ai -'PLICATION N0. 2983 CITY OF RENTON Examination made October 17, 1930. TlAs application is for 2.3 c.f.s. from Springbrook Creek for municipal water supply. A council man for the City of Renton took me out and explained this application. I find that tine City of Renton wishes to increase their supply from this creek. No use is made of the creek other than possibly for stock purposes. Just below the point of diversion there is a county road crossing which causes a fall of about 18 or 20 feet. There is 0.94 c.f.s. or 607,616 gallons per day flovOing over the weir at this point of diversion. There is also seepage and leakage at the dam of possibly one -.half this amount, or 1.5 c.f.s. available at the lower point of diversion. I find public nater available and the purpose to whic`, it is to be applied a beneficial use. A permit should issue subject to existing rights. CLARENCE E. DOUGLASS Signed this 20th slay of Oct _19:30. 0. K. C. J. B. SECTION PLAT � T Sec. 5, 4 p - Z. •. f I` I A {. a �w •J�a f si��a•) CV Be •rice to show dintrince nod bearitil of p.;jjt ni dix-ernion From neerent 40 -nese corner. Moo traveling direetfon■ from neerent town on rosin IilpfiwaF- Proof oF Aiwr(wriotiml Of AVI I., -C�, Th,'C171 Cy IEon, L m�nicipaL corywaLizn PC 7 = , Ki nc Wunij , Us Fn i ng W-, ap/wopriwitm Sprire brook WWryof D"",Y!Lh Z1 Vr 4. por "jai puqj"r or purp"es A Mary —4! D111sti, js� Cc: Lnt CiL, -iw� imp of t-a?1,00 T"eMber 15' 1930' 6. ("17-c ?Mlt, of cgimpleli'm Of Copj.Vjr?W1iWL H`114- 7- jj,'JrC)l Ir -01 fill 1hr Wfae')- (r171+1w,! I,- S. FIN m fis" j,)Noirirly Carefully, ar".'.101itly i, us'.. If /orfil! ipt the numbrr of acres de- .1&"Hy syQud (WaYr jowd he applied A the hT , 11'. give location of power 7futill)"r of at "W I" he phill., awl the-, llworrfiral horst, jmifwr descril)(fd in prro),;?.Trzinicipal,manu- J. Of PO-C- fadurijig or other ?eRP-Q, Yi IRRICATION' FILL FOLL=NG puVIN OF USK Acme No Ar 117 jU%%!FR FiL[, IN FOLLOWLNG 1_0(2ATFON OP )'0%VV,11 PLANT H. P. Act 11Y Davtl=43 OTHER USES 430W. 13co feet from the City ReutonW HT"'"Cly 3- the t P;) the s9j of ri 'h-3 car. .... ...... tvol,.r used?. I z f . > la,:Ofju1g jjrnrk apid area of land rorrertly ?he, 10. Does titap filed wilh ynur permit show S11('11 1pi?13 is in error.. where! it -fife -j- is us -lit yt) a .. ... . .... . .... . ...... . tjjs dintensions of your di(CIL Or "711 111, 1,0,rorresp),�rrr!to thosn desrribcel in yvier ))CF -it nrld the plains and specificaii0lis Flow Oil file in /Itc ojirc of Ilic Stal" 5'tjjf!j-1 i.qp,r of state t0hol Ch(171!qf7_5 hour bee;, rade, giving dimeuxi-$ 'if Ili 14_11. ny. plip, pr L z MAL o O,9gTfiO SEPA BARBARA Y. SHINPOCH MAYOR Mr. Don Gallagher Springbrook Trout Farm 19225 Springbrook Road Renton, Washington 98055 Dear Mr. Gallagher: PUBLIC WORKS DEPARTMENT RICHARD C. HOUGHTON 0 DIRECTOR MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON, WASH. 98055 206 235-2569 August 10, 1987 Apparently you or your son inferred that the city of Renton is required to flow 2.5 cubic feet of water into Springbrook Creek and that we were not doing it. I submit the following for your information: 1. Certificate of Water Right, dated December 17, 1930, for surface water of 2.3 cubic feet per second or 1050 gallons per minute. 2. Certificate of Additional Water Right, for ground water, dated May 3, 1973, in the amount of 1050 gallons per minute. It should be noted, that neither of these certificates require flow in Springbrook Creek. At one time the City of Renton applied for additional surface water rights under application No. 19590 (on April 14, 1966) which required flow in Springrook Creek, but this application was cancelled on June 7, 1971. Also attached are copies of your water right, Certificate of Surface Water Right No. 3421, which was originally granted to Halvor Fluen in November of 1949. This water right was in the amount of .40 cubic feet per second (3 gallons per second, or 180 gallons per minute) from Springbrook Creels. An additional amount, .20 cubic feet, was given for other springs on your property. A Certificate of Change of Place of Use of Water was granted on January 18, 1957 through Certification of Change form No. 489. August 10, 1987 Don Gallagher Page 2 From the above rights it appears that you have 180 gallons per minute water rights from Springbrook Creek. If you have any other water rights, surface or ground water, please send us a copy of them. At the present time the City of Renton is taking approximately 540 gallons per minute from the Springs. This is approximately one-half of our allotted right under the 1930 water right. For some reason the Springs have not produced the water volumes that they once did. As long as the City is not short of water supplies from its other sources, the City has, and will, allow additional flows down the creek to help you. This is done in the form of a good neighbor policy. These additional flows are not meant to imply that the Utility views the granting of them as a requirement. Your earliest response to this letter would be appreciated. Very truly yours, Richard C. Houghton Public Works Director 2H.01.23.rlocjlm Enclosures STATE OF WASHINGTON DEPARTMENT OF ECOLOGY SUPERSEDING CERTIFICATE OF WATER RIGHT ❑ Surface Water !Issued i, aC: da,t wo the D'7,4 lO.0 I Cha7)teI 117. La S of Wn.hv.gtc0'nr t917. — ame ,!, $ t a: ¢40. and ;Ce mlcs acd leg, -at � iia r> D &M c: Pf 1 Ground Water (11. ed i1 a4L0d—a 01 0r' w7h P—.1S >f {:.w" 2.53. Ld 0f Wa'—p:7.. for 15.5, antl anrf drc.e�L ;hEr0i0, aNd :nC ryles ¢nd �v ¢I Ons d' X tra 0epadm t 01 PPOOPM DATE APPLICATION NUMaEF1 YtRMT NtiMULI; O" Tl, 1(lATE NUMSER January 1944. 886-D NAME City of Renton AOORESS (STREET! PAM [STATE) (ZIP CADET 200 Mill Avenue South Renton Washington 98055 u is to cemjy, mat the nerein narited applicant has tma e proof to the souls ochon Oj file Department 51 Loviog 51 a ng7v to t e use Of the public waters of tilt• State of Washington as herein defined, orad under and specificall}1 subject to the provisions contained in the Permit issued by the Department of Ecologry, and that mid nr;h,' to the ase of -said waters has been perfected in nccordance with the fms.x Of the Stare of Wastundton, and is hereby confirmed by rhe Deparrmenr aj' &olo,1.�' and covered of record ns sirown. bar is limited to an amount actually benercially used. PUBLIC WATERS TO BE APPROPRIATED SOURCE Well No. 1 TFL6UTARY OF pF SURFACE WATERS) MAAIMUM CUBIC FEET PER SECOND MAXIMUM GALLONS PEP KNUTE 11A%1MU1/ ACriE-FEET PER YEAR 1,040 1,676 Oiu TI7Y, TYPE OF uSE, PEPIIOD Or USE Municipal water supply - continuously LOCATION OF DIVERS ION?WITHDRAWAL AP TE LOCATION OF MERSION� WITHDP,AWAL 6 north and 945 feet west of the center of Section 1.7, Township 23 north, Range 5 east Willamette ian. (Moved 60 feet south and 40 feet east of original Well 1) LD ,EO WIT_y, N !SMALLEST LEGAL SU SDIV'.SION, S1Y'f4 N,W'ta SEGT10r' T6W NSNrP fi R4NGE, ,E OP. Y: I 111'M 17 23 �E LOT "LOCK I OF X0111 NAME OF PLAT OR FGD:710N'. W.R.I A (;C)tJN'rY S fling City of Renton Municipal Water Supply service area within Township 23 north, Flange 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to Lakeridgei&yn-Mawr Water District through an interne. Emergency intertics for cxchanuc of water exists hctween Renton and the following service area in Seattle and Kent. PROVISIONS An approved measuring device shall he installed and maintained in accordance with RCW 90.03.360, WAC 508- 64-020 through 508-64-040. Meter readings shall be recorded rnonthly and this data shall be maintained and be made available to the Department of Ecology upon request - In order to monitor the resource, static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized- The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. This superseding certificate is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Regarding Water Use_Reportin_z, Demand Forecasting Methodology and Conservation Programs, July 1990. The right to the use of the water aforesaid hereby confirmed is restricted to the lands or place of we herein described, except as provided in RCW 90-03.380. 90.03.390. and 90.44.020. This superseding certificate of water right Is specifically subject to relinquishment for nonuse of water as provided In RCW 94.14.180. Givers under mu hand and rite seal of this office at Bellevue, lVashington, this 30th day gfJuly, 1993. Department of F-cology ENIpEERING DATA OIs .��\'',« bV �Q Stephen J. Hirschev, Section Supervisor, Water Resources FOR COUNTY USE ONLY STATE OF WASHINGTON DEPARTMENT OF ECOLOGY REPORT OF EXAMINATION APPLICATION FOR CHANCE OF WATER RIGHT ❑ Surface Water 41s —i in eccorde—wilt. uic pru—iLcs of Chap:ar +11, LNws d Wa.h ngeorr lur 1917, and emordmenra -hereto Incl the ares enc regure ons or rhe UePer t a Ecology.: nX Ground Water C.wed In ncwr0ance with rhe rrosi — of chapter 263, Laws of Washington Mr I94.5. end a endmen s tneretu, and the rola. and regjmtons the Depd"nt t Eoorogy.l PWORiTY DATE APPLICATKYN NUMBER PERMR N'JMBEH CERTIFK;ATE NUMBER January 1944 886-D NAME City of Renton ADDRESS (STREET) (CITY) (STATEI IIP cmEy 200 Mill Avenue South Renton Washington 98055 _ PUBLIC WATERS TO BE APPROPRIATED SOUPCE Well No. 1 TRIBUTARY OF OF SURFACE WATERS) MA)UMVM CUBIC FEET PER SECOND 11"IMU11 GALLONS PER MINUTE MAMMUM ACFiE,FEEL PER YEAH 1,040 1,676 _. OUA.NTITY, TYPE DF USE, PEA10D OF SSSS Municipal water supply - continuously LOCATION OF DIVERS] ONIWITHDRAWAL ",MATE LOCATION OF DIVERSION -WITHDRAWAL t north and 945 feet west of the center of Section 17, Township 23 north, Range 5 east Willamette ian_ (Moved 60 feet south and 40 feet east of original Well 1) LOCATED WITHIN !SMALLEST LFGAL SUBDIVISION} SECTION rOWNSHO h RANGE, jE. OR W.I W.M. W.R10. COUNTY SE'/a NWL/a 117 123 5E 8 King RECORDED PLATTED PROPERTY LOT BLOCK I OF (GIVE NAME Dr PLAT OR AOOITIONI i FG.AL DFSCRIPTION OF PROPERTY ON WHICH WATER IS TO BE USED City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to Lzkcridge/Bryn-vlawf Water District through an intertie. Emergency interties for exchange of water exists between Renton and the following service area in Seattle and Kent. Well 24" diameter, 96' deep DESCRIPTION OF PROPOSED WORKS DEVELOPMENT SCHEDULE BEGIN PRO-IECT 9Y THIS OATS- COMPLETE PROJECT 6Y M6 OATS. WATER PUT TO FULL USE BY THIS DATE. Complete Corn plete In use REPORT BACKGROUND This application for change was received from the City of Renton to change the point of withdrawal (replace well) for Water Ri ht Certificate No. 886-D which issued for 1,040 gallons per minute (GPM); 1,676 acre-feet per year (AF/ -YR) for Municipal supply from the City of Renton's Well No- 1. This Certificate has a priority date of January 1944 based on a Declaration of Claim No. 816 (see list under GENERAL INFORMATION below for other changes this source). Legal notice was published in the Valley Daily News on September 30 and October 7, 1987. No protests were received. INVESTIGATION Investigation consists of office research which includes review of water right records, well pumping data, consultant's reports and Renton's Conservation and Comprehensive Water System Plans. Numerous site visits were made, including on-site observations during aquifer tests. Also, Ecology staff attended several meetings which involved this and other Renton applications. General Information This is the first of five Applications For Change of Water Right relating to three wells located near the center of the City of Renton in Liberty Park. Wells No. 1 & 2 were drilled and put to use in 1944. Withdrawal rates in these two wells were increased in 1966, at which time Well No. 3 was drilled. As a result, Well No. 1 has two certificated rights with instantaneous withdrawals totaling 2,000 GPM; Well No. 2 has two rights totaling 3,000 GPM, and Well No- 3 has one right for 1,600 GPM. All five rights total 6,600 GPM (see the following listing). Cert.No. Well No. Priority GPM AF/YR 886-D* 1 January 1944 1,040 1,676 5838-A 1 April 14, 1966 960 1,536 Supplemental 887-D 2 January 1944 1,040 838 5836-A 2 April 14, 1966 1,960 3,136 Supplemental 5835-A 3 April 14, 1966 1,600 2,560 Supplemental 6,600 Total *Identifies this application By 1987 wells 1 and 2 needed to be replaced as casings were showing signs of potential collapse and surface seals did not meet current standards. Wel] 3 was located next to a gas station and needed to be relocated for a greater degree of protection from contamination. Plans called for the replacement wells to be put under one roof and pumping rates for each well equalized to increase overall system efficiency. Therefore, in addition to replacing the three wells, Renton also requested that their water rights be changed to allow equal pumping from each well. Permitting this equalization can be accomplished by changing the point of withdrawal on Certificate No. 5836-A from old Well 2 to three new points of withdrawal from new wells 1, 2 & 3. This is an acceptable water right change as all wells will tap the sante source of water in a confined aquifer within the Cedar River Basin and will be located within the same 114 section and drilled to similar depths. Also under this change the place of use will be updated to include vested interties approved by Ecology (Bucknell letter June 22, 1992). R0' APPLICATION FOR CHANGE OF .ATER RIGHT . -2- No. 886-D Report Continued 72 hour aquifer test was perforated on .lune 24, 25 and 26, 1987. Both old and new wells were used to stress iquifer_ Wells were pumped at 11,400 GPM for 24 hours then increased to 14,700 GPM for 25 hours (total antaneous withdrawal of all five certificates equals 6,600 GPM). Renton hired the USGS to measure Cedar River flows both above and below the well sites, during and following the test. The consultant's hydrogeologic profile shows approximately 15 feet of drawdown occurred at the main well heads, 5 feet within 500 feet and full recovery within eight hours. No effect could be treasured to flows ill the Cedar River. On September 21, 1987, a Temporary Permit was issued to remain in effect during the pendency of the applications. Anolication Snecific Information This report is specific to Water Right Certificate No_ 886-D with a priority date of January 1944. This right authorizes a withdrawal of 1,040 GPM and 1,676 AFfYR from Renton's Well No. 1 for a Municipal Supply. New well No. 1 was drilled in March 1987 to a depth of 96'. It is cased to 57' and screened from 57' to 91'. A cement grout surface seal extends to 22. The well was pump tested by the driller on March 27, 1987 at 2,000 GPM with four feet of drawdown after four hours of pumping. The following relates to the original and replacement Well No. 1 OLD WELL # 1 82' deep; 26" diameter SWL 22' - ground surface 125' North & 985' West of Center of Section 17 within SE'/< NW'/< Section 17 Township 23 north Range 5 east Willamette Meridian but 60' south and 40' east NEW WELL # 1 96' deep; 24" diameter SWL 27' - top of well 65' North & 945' West of Center of Section 17 Sarre legal as old Well No_ I A review of Ecology's water right files and the drillers' Water Well Report files show that other water rights in this area are those of the applicant, the City of Renton. Consistency With Plans, Policies & Laws Renton has an updated Water Conservation Plan (1990) and a Comprehensive Water System Plan (1.992). Moir detail on these and a complete listing of all Renton's water rights and water allocations can be found in files G1 -24781P, GI -25396P and G1 -25397P on permits issued for wells No. ll & 17. Until Regional Water Plans are established as set forth by the Chelan Agreement, Ecology is developing the Interim_ Solutions to Public Water Supply Needs policy. These solutions involve considering alternatives in Heti of developing new water sources. As this application involves a change in the point of withdrawal (replacement well) and a change in place of use (intertie) and no new water source, it is consistent with this Interim Solutions policy. The Instream Resource Protection Progam am (1RPP) for the Cedar!Sarn nantish Basin was adopted in Septeruber, 1979 under Chapter 173-508 WAC which identified instream flow values for the Cedar River. The Seattle Water Department and others have long contended that Renton's wells are in hydraulic continuity with the river. Renton and their consultants, RH2 Engineerin{o, contend that the confined acluifer in this 4ffea ntnves sown inter the old Slack River channel and into the lower Duwamish and Elliott Bay. As the rights on these wells preceded the regulation, none of this should be relevant except that Seattle's claimed right from the river precedes Renton's certificates on their wells. Also, Renton has expressed interest in obtaining additional water from these wells. 72 hour aquifer test described earlier in this report was intended to first, quantify the capacity of the aquifer ,as also done in the attempt to dismiss the false assertions that Renton's wells sucked the river day w,,enever their pumps kicked on. Also, they hoped to prove their theory on directional movement of ground water in this area. Without monitoring ground water in the old Black River channel during the test, Renton's theory remains only a theory. 'rhe test did show, however, that pumping the aquifer at double certificated quantities had no measurable effect on the river. Report Continued This application is consistent with the State Surface and Ground Water Codex Chapters 90.03 and 90.44 RCW. as described below. This change meets requirements of RCW 90,03.383 (Interties), in that by letter (Bucknell, June 22, 1992), Ecology accepted Renton's interties that had been in place prior to January 1, 1991 as vested. Changing the place of use to these existing certificates will complete the required process. This change also meets requirements defined in RCW 90.44.100 for approving an amendment to a certificate for a change in the point(s) of withdrawal in that-. 1. The new well taps the same body of public ground water as the original well. 2. The original well has been properly abandon. 3. The changes do not enlarge the right conveyed by the original certificate. 4. Existing rights will not be impaired. CONCLUSION In accordance with chapters 90.03 and 90.44 RCW, I find that the certificate holder has perfected this right by putting the water to full beneficial use, This change will not enlarge the right conveyed on the original certificate, nor will the granting of this change impair existing rights or be detrimental to the public welfare. Therefore, a superseding certificate should be issued subject to existing rights and indicated provisions. RECOMMENDATIONS A superseding certificate should be issued as original for 1,040 GPM and 1,676 Al~/YR; with the same priority date of January, 1944; with the change being in the point of withdrawal (new well) and the place of use (current service area including interties) and subject to the following recommendations and provisions: An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508-64-020 through 508-64-040 (Installation, operation and maintenance requirements enclosed). Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. In order to monitor the resource, static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. See enclosed form. This permit is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Svstems Reeardine Water Use Renortine, Demand Porecastine Methodoloev and Conservation Programs, July 1990, which are enclosed. REPORT BY: - ✓� 1.L ,.% DATE N ROE AOR APPLIGATIGN FOR CHAP' 3E Of .ATER RIGHT -4- No. 886-a STATE OF WASHINGTON DEPARTMENT OF ECOLOGY SUPERSEDIAIG CERTIFICATE OF WATER RIGHT F1 Surface Water pssued Ir accoldarcn wnhi the ero !6� Cha,ter 117 Lews of washmg'cn for 1S1 and am�remenls Ih—fo A 1d "rules end requNu m d the DepAd,,W of Fc -,,jy l Ground Water flssued in aceoldAnee -th V:. pyavlsv ns .f Dhau:cr 253 Lawn of Woshmglun lo, 1745 and --d—M Iherc o And the ry)- and r.gvlesic the 17eponTenl Y Eta.g, I FIPLO Tf OAT). I ARPUCATION NUMBERPER}AR NUMBER April 14, 1966 � NAME City of Renton GERTIF"TE NUMBER 5838-A AOD"Fgs IBTREETI (CITY, (STATE) OR OOM 200 Mill Avenue South Renton Washington 98055 ILS fs to cert[ , t of Me &rein name( app icons has nW e irroo fo the sates achor) of tie ep(irrrr)ent of Ecolov of a rlg t tote use of the public waters of the State of Washington as herein dc�ined, and ander and specificalh subject to the provisions contained in the Permir issc)ed by this Department of Ecolov, and thea said right to 1111' use of .said waters ha.s been perfected in accordance with the laws of the State of Washington, and is hereby confrn)rrt by rhe Deporrn)ew of Ecolo*- and entered of record as shown, but is limited to an amount actually benefllcially used. PUBLIC WATERS TO BE APPROPRIATED SOURCE Well No. 1 TFRBUTARY OF pF SURFACE WATERS} M AXIM VM CUBIC FEET PER SECOND M" M'im ^.A" DNS PER 43 NUT`s MA%1MUM ACIEEEEE`I PER YEAH 960 ),536* .Ah7Tl71'. TV PE OF USE. PEi;l000F USE Municipal water supply - continuously `Supplemental to existing rights LOCATION OF DIVERSION/WITHDRAWAL AP-RO%IMATE LOCATION OF LINEA SMUNW ITHDRAWAL !et north and 945 feet west of the center of Section 17, Township 23 north, Range 5 east W.M. ved 60 feet south and 40 feet east of original Well #1) 1OCA'EC % rHm ISMALLEST LEGAL SUEON;SIONI SF V4 NW /i LCT SFt'r Tl�'N Tp WNSNIL' N RANGE (E OR W W W.III .A ..OUffrY 17 23 5E 8 King OF {GNC NAME OF -LAT O:_ AD01710NI City of Renton Municipal Water Supply senlice 'Lirea within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale wacr to Lakeridge/Bryn-Mawr Water District through an iritertie. Emergency interties for exchange of water exists between Renton and site following service area in Seattle and Kent. city Of Renton 200 Mill Avenue South Renton, WA 98055 GI lf}.P.S=niNr (;FRTIF[('ATF PROVISIONS An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508- 6+.020 through 508-64-040. Meter readings shall be recorded monthly and this data shall be, maintained and be made available to the Department of Ecology upon request. In order to monitor the resource, static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecoingy upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. This superseding certificate is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Regarding Water Case Reporting, Demand Forecasting Methodology and Conservation Programs, July 1990. Vie right to the use of the writer ajbresaid hereby confirmed is restricted to the lands orplace of use herein described, except as provided in RCW 90.03.380, 90.03.390. acid 9n. 44.029. This superseding certificate of water right is specifically subject to relinquishment for nonuse of water as provided in RCW 90.14.180. Given under my hand and the seal of this office at Bellevue, Washington, this 30th day of July, 1993. Department of Ecology E tN IO DATA by Stephen Y. Hirschey, Section Slyervisor, Water Resources FOR COUNTY USE ONLY STATE OF WASHINGTON DEPARTMENT OF ECOLOGY REPORT OF .EXAMINATION APPLICAT{ON FOR CHANGE OF WATER RIGHT ❑ Surface Water I11sue11 In F-1d.Poe with the PrWG;o S of Cnapael 117, laws al WeahingtW for 1917, and arnePdnlCnlS therein, and the rules and 2gu,fi n W me pePsnmenl o' E -I gy I Ground Water pssued in nc ortla u with the p—!ri In, of Cla7 ' I., t — of Wesninyto for 1445, and .m dment5 theleto. and :he r.IeS -C repuluro^.s of Q the Oe Ranmenc of EewOgy.I PR1OW7Y f7ATEAPPU['AT1pN NUMBER PERMrL W MBEH CERTIFICATE NUMBER April 14, 1966 5838-A NAME City of Renton AOURESB (STREET) {CRY} {STATE} MP CO�Ei 200 Mill Avenue South Renton Washington 98055 PUBLIC WATERS TO BE APPROPRIATED SOURCE Well No. 1 TRIBUTARY OF OF SURFACE WATERS} MAXMUM CUBIC FEET PER SECOND MAXIMUM GALLONS PER MINUTE MAXIMUM ACRE-FEET PER YEAR 960 1,536* QUANTITY. TYPE OF USE, PERM OF USE Municipal water supply - continuously *Supplemental to existing rights LOCATION OF DIVERSION/WITHDRAWAL AP NATE LOCATION OF DIVEfisori-WITHCHAWAL A north and 945 feet west of the center of Section 17, Township 23 north, Range 5 east W.M. ed 60 feet south and 40 feet east of original Well # 1) LOCATED WITHIN (SMALLEST LEGAL SUBDIVIS N) SE'/4 NW'/4 LOT BLOGC SECTIONTOWNsmir N. Fw"N ;E. (E OR w I W.M. 17 23 5E OF IGIVE NAME OF PLAT OR A7ON10NI L41\1 W.R,I A. COUNTY 8 King City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range i east along with wholesale water to Lakeridge/`Bryn-Mawr Water District through an interne. Emergency internes for exchanr e of water exists between Renton and the fallowing service area in Seattle and Kent- DESCRIPTION OF PROPOSED WORKS Well #1 24" diameter, 96' deep BEGIN PROJECT BY THIS DATE. COMPIEfE PROJECT BY THIS DATE. WATFA PUT TO FDLt USE BY THIS OATL Complete Complete In use REPORT BACKGROUND This application for change was received from the City of Renton to change the point of withdrawal (replace well) for the City's Liberty Park Well No. 1 for Water Right Certificate No. 5838-A with a priority date of April 14, 1966. This is the second right issued on this well and this right issued for 960 gallons per minute (GPM); 1,536 acre-feet per year (AF/YR) supplemental to Renton's other rights for Municipal supply (see list under GENERAL INFORMATION). Legal notice was published in the Valley Dail, News on September 30 and October 7, 1987. No protests were received. INVESTIGATION Investigation consists of office research which includes review of water right records, well pumping data, consultant's reports and Renton's Conservation and Comprehensive Water System Plans. Numerous site visits were made, including on-site observations during aquifer tests. Also, Ecology staff attended several meetings which involved this and other Renton applications. General Information This is one of five Applications For Change Of Water Right relating to 3 wells located near the center of the City of Renton in Liberty Park. Wells No. 1 & 2 were drilled and put to use in 1944. Withdrawal rates in these two wells were increased in 1966, at which time Well No. 3 was drilled. As a result, Well No. 1 has two certificated rights with instantaneous withdrawals totaling 2,000 GPM; Well No. 2 has two rights totaling 3,000 GPM and Well No_ 3 has one right for 1,600 GPM. All five rights total 6,600 GPM (see the following listing). Cert. No. Well No. Priority GPM AF/YR 886-D 1 January 1944 1,040 1,676 5838-A* 1 April 14, 1966 960 1,536 Supplemental 887-D 2 January 1944 1,040 838 5836-A 2 April 14, 1966 1,960 3,136 Supplemental 5835-A 3 April 14, 1966 1,600 2,560 Supplemental 6,600 Total *Identifies this change By 1987 wells 1 and 2 needed to be replaced as casings were showing signs of potential collapse and surface seals did not meet current standards. Well 3 was located next to a gas station and needed to be relocated for a greater degree of protection from contamination_ Plans called for the replacement wells to be put under one roof and pumping rates for each well equalized to increase overall system efficiency_ Therefore, in addition to replacing the three wells, Renton also requested that their water rights be changed to allow equal pumping from each well. Permitting this equalization can be accomplished by changing the point of withdrawal on Certificate No. 5836-A from old Well 2 to three new points of withdrawal to new wells 1, 2 &. 3 (see report 5836-A for more information). This is an acceptable water right change as all wells will tap the same source of water in a confined aquifer within the Cedar River Basin and will be located within the same 114 section and drilled to similar depths. Report Continued Also under this change, the place of use will be updated to include vested interties approved by Ecology nell June 22, 1992). A 72 hour <t(luifer test was performed on .lune. 24, 25 and 26, 1987. Both old and new wells were used to stress the aquifer- Wells were pumped it 11,400 GPM for 24 hours then increased to 14,700 GPM for 2.5 hours (total instantaneous withdrawal of all five certificates equal 6,600 GPM), Renton hired the USGS to measure Cedar River flows both above and below the well sites, during and following the test. The consultant's hydrogeologic profile shows approximately 15 feet of drawdown occurring; at the main well heads, 5 feet within 500 ft. and full re,rovery within eight hour,, after pump shut -down. No measurable effect occurred to flows in the Cedar River. On September 21, 1987, a Temporary Permit was issued to remain in effect during the pendency of the applications. Anolication Soecific Information This report is specific to Water Right Certificate No_ 5838-A with a priority date of April 14, 1966 from Well No. 1 for a Municipal Supply. This right authorizes a withdrawal of 960 GPM and 1536 AF/YR supplemental to Renton's Other rights . New Well No. 1 was drilled in March 1987 to a depth of 96'. It is cased to 57' and screened from 57' to 91'. A cement grout surface seal extends to 22'. The well was pump tested by the driller on March 27, 1987 at 2,000 GPM with four feet of drawdown after four hours of pumping. The following relates to the original and r(;placernent Well No. 1 : OLD WELL # 1 82' deep; 26" diameter SWL 22' - ground surface 125' north & 985' west of Center of Section 17 within SE'/4 NW'/4 Section 17 Township 23 north Range 5 east Willamette Meridian NEW WELL # 1 96' deep; 24" diameter SWL 27' - top of well 65' north & 945' west of center of Section 17 Same legal as old Wel] # 1 but 60' south and 40' east A review of Ecology's water right files and the drillers' Water Well Report files show that other water rights in this area are those of the applicant, the City of Renton. Consistency With Plans, Policies & Laws Renton has an updated Water Conservation Plan (1990) and a Comprehensive Water System Plan (1992). More detail on these and a complete listing of all Renton's water rights and water allocations can be found in files G1-2478IP, G1 -25396P and GI -25397P on permits issued for wells Noll & 17. Until Regional Water Plans are established as set forth by the Chelan Agreement, Ecology is developing the Interim Solutions to Public Water Supply Needs policy. These solutions involve considering alternatives in lieu of developing new water sources_ As this application involves a change in the point of withdrawal (replacement well) and a change in place of use (interlie) and no new water source, it is consistent with this Interim Solutions policy. The Instream Resource Protection Program (IRPP) for the Cedar/Sammamish Basin was adopted in September, 1979 under Chapter 173-508 WAC which identified instream flow values for the Cedar River_ The Seattle Water Department and others have long contended that Renton's wells are in hydraulic continuity with the river. Renton and their consultants, RI 12 Engineering, contend that the confined aquifer in this area moves south into the old Black River channel and into the lower Dllwamish and Elliott Bay. As the rights on these wells preceded the regulation, none of this should be relevant except that Seattle's claimed right from the river precedes ton's certificates on the it wells. Also Renton haus expressed interest in obtaining additional water from these The 72 hour aquifer test described earlier in this report was intended to first, quantify the capacity of the aquifer but was also done in the attempt to dismiss the false assertions that Renton was sucking the river dry whenever their pumps kicked on. Also, they hoped to prove their theory an directional movement of ground water in this Black River channel during the test, Renton's theory remainsmonitoring ground water in tite old Report -Continued only a theory. The test did show, however, that pumping the aquifer at double certificated quantities had no measurable effect on the river. This application is consistent with the State Surface and Ground Water Code, Chapters 90.03 and 90.44 RCW. as described below. This change meets requirements of RCW 90.03.383 (Interties), in that by letter (Bucknell, June 22, 1992), Ecology accepted Renton's interties that had been in place prior to January 1, 1991 as vested. Changing the place of use to these existing certificates will complete the required process. This change also meets requirements defined in RCW 90.44.100 for approving an amendment to a certificate for a change in the point(s) of withdrawal in that: 1. The new well taps the same body of public ground water as the original well. 2. The original well has been properly abandon. 3. The changes do not enlarge the right conveyed by the original certificate. 4. Existing rights vdlI not be impaired_ CONCLUSION In accordance with chapters 90.03 and 90.44 RCW, I find that the certificate holder has perfected this right by putting the water to full beneficial use. This change will not enlarge the right conveyed on the original certificate, nor will the granting of this change impair existing rights or be detrimental to the public welfare. Therefore, a superseding certificate should be issued subject to existing rights and indicated provisions. A superseding certificate should be issued as original for 960 GPM and 1.536 AFNR supplemental to existing rights and with the same priority date of April 14, 1966. This change includes the point of withdrawal (new well) and the place of use (current service area including interties) and is subject to the following recommendations and provisions: An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAG 508-64-020 through 508-64-040 (Installation, operation and maintenance requirements enclosed). Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request, In order to monitor the resource, static water level (SWL) shall be measured at least once each month_ Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized_ The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWI, is determined to be below the level normally recorded at that time of year. See enclosed form, This permit is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Regarding y Water Use Revortini�. Demand Forecastine Methodolocw and Conservation Prn rams, July 1990, which are enclosed. i REPORT BY: •r �> _�7 r' STATE OF WASHINGTON DEPARTMENT OF ECOLOGY SUPERSEDING CERTIFICATE' 01YNATER RIGHT ❑ Surface Water qs' a 1. -dance w Ih the pro, Dons al Chaplet I17 to nt Wash nglon la, Ig 17 and a do is the ha, ar•d the u es end regulations or the Ocpe/nnenl at Ewlo¢' Ground Water (lasuad .n actatlance with the pr-sicns ceCharter 7�1, I— r •A• -e —101 1945 bAd emendmenle the24o and the mles and regulal— of The Oepdn—' of Fsology 1 PRIORI -Y OATEAPPLICATION NUMCILR -RMR IIJMEEfl — — CERItFIOATE NUMBER January 1944 887-D .1 1 NAME City of Renton AQQRESS(STREE-1 IetTVI TSTATEI _... @P CCQEi 200 Mill Avenue South Renton Washington 98055 It.s is to cera;- that the. herern named applicant has nInde proof to the soltslacuon of the Department of P eo ogry oil a right to the use of the public waters g{the State of Washington as (herein defined, and tinder and specificnllt° subject to the provisions contained in the Permit issued by the Department of E•colV,, and That sold righl TO rhe Erse of .said waters has been perfected in accordance with the laws of tine State of Washington, and is hereby confrrnzed by they Department of Ecology and entered of record as shown, but is limited to an amount actually bene teially used. PUBLIC WATERS TO BE APPROPRIATED SOURCE Well No. 2 TR19UTARY OF IIF SURFACE WATERS) r4 m-. MUhl CU91C FEET PER SLCONC MAh[IM11M 6A1111- PER MINUTE MAXIMUM ARE �FEEI PER YEAR 1,040 83 8 OUANTrY. TYPE OF USE. PEAK[ OF USE T Municipal water supply - continuously LOCATION OF DIVERSIONrW1THDRAWAL MA7E LOCATION OF DrIER9IOr—WITH7FiAWX,. et north and 970 feet gest of the center of Section 17, Township 23 north, Range 5 east Willamette Meridian. (Moved 60 feet south and 30 feet east of original Well 2) LOCA'(.i; W1TH1N (SMALLEST LEGAL SUBDIVISION( SECTION TUWN -'P N 1 11,1,1101, IE OF W.I 19 M. W R I,A. COUNTY SE'/4 NW Ya 17 23 5F 8 King* LPI BLOCK OF (GIVE NAME OF PLAT CR AODi EION1 BE U City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to Lakeridge.Bryn-Mawr Water District through an intertie. Emergency interties For exchange of water exists between Renton and the following service area in Seattle and Kent. PROVISIONS An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508- 64-020 through 508-64-040. Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. In order to monitor the resource, static water level (SWL) shalt be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. This superseding certificate is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Regarding Water Use Reporting, Demand Forecastine Methodology and Conservation Programs, July 1990. The right to the use of fire eater aforesaid hereby confirmed is restricted to the lands or place of use herein described, except as provided in RCW 90.03.380, 90.03.390, and 90.44.020. This superseding certificate of water right Is specifically subject to relinquishment for nonuse of water as provided In RCW 90.'14.180. Given under my hand and the seal of this office ar Bellevue, ;Vashington, this 30th day of July, 1993. Department of Ecology ENGI t NG DATA oI< J by/ Stephen J. Hirschey, Section Supervisor, Water Resources FOR COUNTY USE ONLY STATE OF WASHINGTON DEPARTMENT OF ECOLOGY REPORT OF EXAMINATION APPLICATION FOR CHANGE OF WATER RIGHT ❑ Surface Water jlssued in accsxdanco wLh the provisions G Chapw 1+7. Lews of Weahingtw for 1917, and amendmen s thoreto. and tha r ins end ro,u algns o Jl DeWvnent d EwIogy.) Xj Ground Water FR d in a dan r mth thn p—Wans ,f Chapter 263, Laws of Wnshrngwnr for 1945, -d amu ndmenn thereto, and the Wks a. tl regurg: Jn. d She Depanment of Ecdow) PRORITY DATE January 1944 PERMR NUMBER 887-D CCNTIF kCATE NUMAER NAME City of Renton ADDRESS {$Tmcn SgTY} ESTATE) {ZIP OODQ 200 Mill Avenue South Renton Washington 98055 PUBLIC WATERS TO BE APPROPRIATED SOURCE Well No. 2 TFOUTARY OF or WIVAGE WATERS) M"MUM CU&IC FEET PER 56COND M6UMVM GALLONS PER MINUTE _ MA%IMUM ACRE.FET PER Y- 11,040 838 OLA01iT'4 TYPE OF USE, PEPIOD OF USE Municipal water supply - continuously LOCATION OF DIVERS I ONIWITH DRAWA L 'MATE LOCATION OF DNERSkON-WITHDRAWAL 70 feet north and 970 feet west of the center of Section 17, "Township 23 north, Range 5 east Willamette Meridian_ (Moved 60 feet south and 30 feet east of original Well 2) LOCATED WITHIN (SMALLEST LEGAL SUDDIVISIONJ SECTION TOWNSHIP N I RANL'.E. (F. OR W.'. W I W R_'r.A I COO TY SE'/4 N W'/4 17 23 5E 8 King LOT OF (GNC NAME OF PLAT On ACDITIONQ City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to Lakeridge/Bryn-Mawr Water District through an intertie. Emergency intertics for exchange of water exists between Renton and the following service area in Seattle and Kent. DESCRIPTION OF PROPOSED WORKS Well 24" diameter, 74' deep BEGIN Ps UJEGT BY TNI$ PATE. COMPLETE PROJECT 111"1111S OATE, WATER PUT TO FULL USE By 7HiS OATE'. Complete Complete In use REPORT BACKGROUND This application for change was received from the City of Renton to change the point of withdrawal (replace well) for Water Right „Certificate No. 887-D which issued for 1,040 gallons per minute (GPM); 838 acre-feet per year (AF/ -YR) for Municipal supply from the City of Renton's Well No. 1. This Certificate has a priority date of January 1944 based on a Declaration of Clairn No. 817 (see list under GENERAL INFORMATION below for other changes this source). Legal notice was published in the Valley Daily News on September 30 and October 7, 1987. No protests were received. INVESTIGATION Investigation consists of office research which includes review of water right records, well pumping data, consultant's reports and Renton's Conservation and Comprehensive Water System Plans. Numerous site visits were made, including on-site observations during aquifer tests. Also, Ecology staff attended several meetings which involved this and other Renton applications. General Information This is one of five applications for changes to water rights relating to three wells located near the center of the City of Renton in Liberty Park. Wells No. 1 & 2 were drilled and put to use in 1944. Withdrawal rates in these two wells were increased in 1966 at which time Well No. 3 was drilled. As a result, Well No. I has two certificated rights with instantaneous withdrawals totaling 2,000 GPM.; Well No. 2 has two rights totaling 3,000 GPM and Well No. 3 has one right for 1,600 GPM. All five rights total 6,600 GPM (see the following listing). Cert. No. Well No. Priority GPM AF/YR 886-D 1 January 1944 1,040 1,676 5838-A 1 April. 14, 1966 960 1,536 Supplemental 887-D" 2 January 1944 1,040 838 5836-A 2 April 14, 1966 1,960 3,136 Supplementai 5835-A 3 April 14, 1966 1,600 2,560 Supplemental 6,600 Total *Identifies this application By 1987 wells 1 and 2 needed to be replaced as casings were showing signs of potential collapse and surface seals did not meet current standards. Well 3 was located next to a gas station and needed to be relocated for a greater degree of protection from contamination. Plans called for the replacement wells to be put under one roof and pumping rates for each well equalized to increase overall system efficiency. Therefore, in addition to replacing the three wells, Renton also requested that their water rights be changed to allow equal pumping from cacti well. Permitting this equalization can be accomplished by changing the point of withdrawal on Certificate No. 5836-A from old well 2 to three new points of withdrawal from new wells 1, 2 & 3_ This is an acceptable water right change as all wells will tap the same source of water in a confined aquifer within the Cedar River Basin and will be located within the same 1/4 section and drilled to similar depths. Also under this change the place of use will be updated to include vested interties approved by Ecology (Pucknell letter June 22, 1992). Report Continued " 72 hour aquifer test was performed on June 24, 25 and 26, 1987. Both old and new wells were used to stress quifer. Wells were pumped at 11,400 GPM for 24 hours then increased to 14,700 GPM for 25 hours (total antaneous withdrawal of all five certificates equal 6,600 GPM). Renton hired the USGS to measure Cedar River flows both above and below the well sites, during and following the test. The consultant's hydrogeologic profile shows approximately 15 feet of drawdown occurred at the main well heads, 5 feet within 500 feet and full recovery within eight hours. No effect could he measured to flows in the Cedar River. On September 21,1987 a Temporary Permit was issued to remain in effect during the pendency of the applications. Application Specific Information This report is specific to Water Right Certificate No. 887-D with a priority date of January 1944. This right authorizes a withdrawal of 1,040 GPM and 838 AF/YR from Renton's Well No. 2 for a Municipal Supply. New Well No. 2 was completed on June 21, 1987 to a depth of 74'. It is cased to 50' and screened from 50' to 70'. A cement grout surface seal extends to 22. The well was pump tested by the driller on April 8, 1987 at 2,325 GPM with five feet of drawdown after four hours of pumping. The following relates to the original and replacement Well No. 2 OLD WELL # 2 NEW WELL # 2 82' deep; 26" diameter 74' deep; 24" diameter SWL 22' - ground surface SWL 24' - top of well 130' north & 1,000' west of 70' North & 970' West of center of Section 17 within center of Section 17 SE%a NW%a Section 17 Same legal as old Well # 1 Township 23 north Range 5 east but 60' south and 30' east Willamette Meridian A review of Ecology's water right files and the drillers' Water Well Report files show that other water rights in this area are those of the applicant, the City of Renton. Consistent With Plans Policies .& Laws Renton has an updated Water Conservation Plan (1990) and a Co reprehensive Water_System Plan (1992). More detail on these and a complete listing of all Renton's water rights and water ailocmions can he found in files G1 -24781P, G1 -25396P and G3-253971` on permits issued for wells Noll & 17. Until Regional Water Plans are established as set forth by the Chelan Agreement, Fcology is developing the Interim Solutions to Public Water Supper Needs policy. These solutions involve considering alternatives in lien of developing new water sources. As this application involves a change in the point of withdrawal (replacement well) and a change in place of use (intertie) and no new water source, it is consistent with this Interim Solutions Policy. The lnstream Resource Protection Program (IRPP) for the CedarlSammantish Basin was adopted in September, 3979 tinder Chapter 173-508 WAC which identified instrearn flow values for the Cedar River. The Seattle Water Department and others have long contended that Renton's wells are in hydraulic continuity with the river. r. t. nton and their consultants, R142 Engineering, contend that the confined aquifer in this area moves south into the old Black River channel and into the lower Duwaniish and Elliott flay. As the rights on these wells preceded the regulation, none of this should be relevant except that Seattle's claimed right from the river precedes Renton's certificates on their wells. Also Renton has expressed interest in obtaining additional water from these wells. The 72 hour aquifer test described earlier in this report was intended to first, quantify the capacity of the aquifer was also done to the attempt to dismiss the false assertions that Renton's wells suck the river dry whenever pumps kicked an. Also, they hoped to prove their theory on directional movement of ground water in this a,ea_ Without monitoring ground water in the old Slack River channel during the test, Renton's theory remains only a theory. The test did show, however, that pumping the aquifcr at certificated quantities has no measurable effect on the river_ Report Continued This application is consistent with the State Surface and Ground Water Code Chapters 98.03 and 90.44 RCW, as described below, This change meets requirements of RCW 90.03383 (Intertles), in that by letter (Bucknell, June 22, 1992), Ecology accepted Renton's interties that had been in place prior to January 1, 1991 as vested. Changing the place of use to these existing certificates will complete the required process. This change also meets requirements defined in RCW 90.44.100 for approving an amendment to a certificate for a change in the point(s) of withdrawal in that: 1. The new well taps the same body of public ground water as the original well. 2. The original well has been properly abandon. 3. The changes do not enlarge the right conveyed by the original certificate. 4. Existing rights will not be impaired. CONCLUSION In accordance with chapters 90,03 and 90.44 RCW, I find that the certificate holder has perfected this right by putting the water to full beneficial use. This change will not enlarge the right conveyed on the original certificate, nor will the granting of this change impair existing rights or be detrimental to the public welfare. Therefore, a superseding certificate should be issued subject to existing rights and indicated provisions. RECOMMENDATIONS A superseding certificate should be issued as original for 1,040 GPM and 838 AF/YR; with the same priority date of January, 194$; with the change being in the point of withdrawal (new well) and the place of use (current service area including interties) and subject to the following recommendations and provisions: An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508-64-020 through 508-64-040 (Installation, operation and maintenance requirements enclosed). Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. In order to monitor the resource, static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. See enclosed form. This permit is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Regarding Water Use Reporting, Demand Forecasting Methodolo and Conservation Programs July 1990, which are enclosed. t REPORT BY: DATE: - J ROE FOR APPLICATION FOR CHANGE OF WATER RIGHT -4- No. 887-17 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY SUPERSEDING CERTIFICATE OF WATER RIGHT 11Surface Water ns—d ,n seco�aance w ih ;7e P—,—of Chapw 1, 7. Laws o' Vlashing[nn for 1917, end am M—nT thele[o, end the Imes ud legulatia:s d thw Oepnime^d of EWNb .; Ground Water (--d .n er co ,Ice -i , the r r'Isi ns of Che :er 2Ka 1 — of Washing— I_r 1545 eed amond .M the R, and Me Nies ead 1,901tidl6 61 the Department cl E—W e I Pf1`GPdTY DATE I APPUCA?K:N NUMBER PERM -7 NUMBERCERTIFICATE 1}u M9EF April 14, 1966 5835-A NAME City of Renton ADDRESS tSTRE£ T} (Crrr, FTATQ [11P CODE} 200 Mill Avenue South Renton Washington 48055 [.s Ls to crrri—D- t art the rerern named applicant has made proof to the .sat, nctton of the Depmrnient a Ecologp o a rig It to the use of the public worers of rhe Store of Washingron as herein defined, and under and specifically subject to the provisions contained in the Permit issued by rhe Department of Ecology, and rhat sefid right to the use of said worers has been perfected in accordance with the laws of the State of Washington, and is hereby confirmed by rite Departmertl of Ecolog<, and entered of record as shown, but is linuted to an amount actually benelcially used. _ - - -- ....... ,., .. PUBLIC WATERS TO BE APPROPRIATED SOURCE Well No. 3 (3F SURFACE WATFRS'I C SAXIMIIM CUEEC FEET PELT SECOND MAXIMUM GALLCNS PER. MINUTE MA)UMVM ACFE-FEET PER YEAR M 1,600 2,560* Y-IDUANT". TVPE OF 11SE. PER OD of uSE tiiicipal water supply - continuously Spplemental to existing rights LOCATION OF DIVERS IONiWITHORAWAL APP — YATE tOCATICN OF DIVERSION--vilTHDRAWA, it Well #3: 1,000 Peet north and 400 feet west of the center of Section 17, 'Township 23 north, Range Willamette Meridian. Ncw Weil #3: 100 feet north and 900 feet west of the center of Section 17, 'Township 23 north, Range 5 east. Wit latnette Meridian. (New Well #3 1450 feet south and 490 feet west of original Well #3) iCCATED WITHIN (SMALLEST LEGA',. SURCIVISIONt SECTION TOWNSHIP N RANGE, iE OP µ.1%V M W R.LA, COUNTY SEI/4sNW,/s 17 23 5E 8 King LCT I BLOCK I OF ;GIVE NAME 0, PLAT qF AOD<TION: City of Renton Municipal Water Supply service area within 'T'ownship 23 north, Range 4 and 5 east and Township 24 north, Range 5 cast along with wholesale water to LakeridgefBryn-Mawr Water District through an intertie. Emergency interties for cxchztnge of water exists between Renton and the following service area in Seattle and Kent. City of Renton 200 Mill Avenue South Renton, WA 98055 r.Inrncrnlwlr, rcarlrlr�n'rc PROVISIONS Original Well No. 3 will be maintained primarily as a contaminant intercepter and, should other systems fail, may be used as an emergency backup after notifying Ecology, An approved measuring device shall be installed and maintained in accordance with RCW 90.03360, WAC 508- 64-020 through 508-64-040. Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. In order to monitor the resource, static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. This superseding certificate is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Re ardin Water Use Reporting, Demand Forecasiin Methodology and Conservation Programs, July 1990. r.., The right to the use of the water aforesaid hereby Go+ifir77ied is resrricted to (lie lands or place of use herein described, except as provided in RCW 90.03.380, 90.03.390, and 90.44.020. This superseding certificate of water right is specifically subject to relinquishment for nonuse of water as provided In RCW 80.14.180. Given under my hand and the seal or this office at Bellevue, Washington, this 30th day of July, 1993. Department of Ecology EN4NEEE IG DATA OK s't b Stephen . Hirsc ey, Section Sr. pervisor, Water Resources FOfi COUNTY USE ONLY STP -TE OF WASHINGTON DEPARTMENT OF ECOLOGY REPORT OF EXAMINATION APPLICATION FOR CHANGE OF WATER RIGHT Surface Water (ic6Ued ac40 Anse with the pr6Vi5 s d 0apiei h i 7, Lam dl Wasn:ny on 1., 1917, enj --dmenls I.iere I D. antl the rules any .nyi.Ial ons 01 the lhpatmnnr d Ecology y Ground Water j.—d m accordance with the p.w.sians UI Chapter 263, LAMS el W'eshin3gn V 1645, antl amendmrnls thereto, and the ries end regniatlong of 0 the bepvtmanl of Eculogyi PRIORITY DATE APPUCATI611 NUMBER PEFIMIT NUMBER cLRT1111:ATE NUMBER April 14, 1966 5835-A NAME City of Renton ADDRESS RE FTETI K'{Tti1 [STATE} 01 CODE) _.. 200 Mill Avenue South Renton Washington 98055 PUBLIC WATERS TO BE APPROPRIATED SOURCE Well No. 3 TRIBUTARY OF OF SURFACE WATERS) MAXIMUM CUBIC FEET PER SECONO MAXIMUM GALLONS PER MINUTE N.IKIMIIM A—+EET PEP YEAR I, 6W 2,560* QUANTITY, TYPE OF uSE, PERK)O OF USE — Municipal water supply - continuously *Supplemental to existing rights �QCATION OF DIVERSIONIWITHDRAWAL MATE LOCATION OF DCVERSIQN-WttRDFiAwAL - a] Well #3: 1,000 feet north and 400 feet west of the center of Section 17. Township 23 north, Range Willamette Meridian. New Well #3: 100 feet north and 900 feet west of the center of Section 17, Township 23 north, Range 5 east Willamette Meridian_ (New Well #3 850 feet south and 490 feet west of oritginal Well #3} LOCATED wtTR[N IsMAL W, ULLAL SLwUIVlsi^ SE -IDN TOW -1-11 N 1 RANciE, (E. CR W i W.M. III A A CUI.:NTY SPA NW!/4 17 23 5E 8 King -- - — - RECORDED PLATTED PROPERTY IAT 1 BLOCK 7GIVE NAME OF PLAT OR ADMCN) LEGAL DESCRIPTION OF PROPERTY ON WHICH WATER IS TO BE USED City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to lakeridge/Bryn-Mawr Water District through an interne. Emergency interties for exchange of water exists between Renton and the following service area in Seattle and Kent. DESCRIPTION OF PROPOSED WORKS Well 24" diameter, 96' deep BEGIN PROJECT BY THS DATE: COMPLETE PROJECT BY THIS ONTE'. WATER PUT TO FULL USE BY THIS GATE. Complete Complete In use REPORT BACKGROUND This application for change was received from the City of Renton to add a point of withdrawal (new well) for the City's Liberty Park Well No. 3 for Water Right Certificate No. 5835-A with a priority date of April 14, 1966. This right issued for 1,600 gallons per minute (GPM); 2,560 acre-feet per year (AF/YR) supplemental to Renton's other rights for Municipal supply (see list under GENERAL INFORMATION). Legal notice was published in the Valley Daily News on September 30 and October 7, 1987. No protests were received. INVESTIGATION Investigation consists of office research which includes review of water right records, well pumping data, consultant's reports and Renton's Conservation and Comprehensive Water System Plans. Numerous site visits were made, including on-site observations during aquifer tests_ Also, Ecology staff attended several meetings which involved this and other Renton applications. General Information This is one of five Applications For Change Of Water Right relating to three wells located near the center of the City of Renton in Liberty Park, Wells No. 1 & 2 were drilled and put to use in 1944. Withdrawal rates in these two wells were increased in 1966 at which time this well, Well No. 3, was drilled. As a result, Well No. 1 has two certificated rights with instantaneous withdrawals totaling 2,000 GPM; Well No. 2 has two rights totaling 3,000 GPM, and Well No. 3 has one right for 1,600 GPM. All five rights total 6,600 GPM. (See the following listing). Cert. No. Well No. Priority GPM AF(YR 886D 1 January 1944 1,040 1,676 5838-A 1 April 14, 1966 960 1,536 Supplemental 887-D 2 January 1944 1,040 838 5836-A 2 April 14, 1966 1,960 3,136 Supplemental 5835-A* 3 April 14, 1966 1,600 2,560 Supplemental 6,600 Total *Identifies this change By 1987 wells 1 and 2 needed to be replaced as casings were showing signs of potential collapse and surface seals did not meet current standards. Well 3 was located next to a gas station and needed to be relocated for a greater degree of protection from contamination. Plans called for the replacement wells to be put under one roof and pumping rates for each well equalized to increase overall system efficiency. Therefore, in addition to replacing the three wells, Renton also requested that their water rights be changed to allow equal pumping from each well. Permitting this equalization can be accomplished by changing the point of withdrawal on Certificate No. 5836-A from old Well 2 to three new points of withdrawal to new wells 1, 2 &. 3 (see report for 5836-A for more information). This is an acceptable water right change as all wells will tap the same source of water in a confined aquifer within the Cedar River Basin and will be located within the same 114 section and drilled to similar depths. Report Continued Also under this change, the place of use will be updated to include vested interties approved by Ecology nell June 22, 1992). A 72 hour aquifer test was performed on June 24, 25 and 26, 1987. Both old and new wells were used to stress the aquifer. Welts were pumped at 11,400 GPM for 24 hours then increased to 14,700 GPM for 25 hours (total instantaneous withdrawal of all five certificates equal 6,600 GPM). Renton hired the USGS to measure Cedar River flows both above and below the well sites, during and following the test. The consultant's hydrogeologic profile shows approximately 15 feet of drawdown occurring at the main well heads, 5 feet within 500 ft. and full recovery within eight hours after pump shut -down. No measurable effect occurred to flows in the Cedar River_ On September 21, 1987,. a Temporary Permit was issued to remain in effect during the pendency of the applications. ADplication Specific Information This report is specific to Water Right Certificate No. 5835-A with a priority date of April 14, 1966 from Well No. 3 for a Municipal Supply. This right authorizes a withdrawal of 1,600 GPM and 2,560 AF/YR supplemental to Renton's other rights. Old Well 3 will not be abandon but maintained as a contaminant interceptor well, but also will be kept operational as an emergency standby source. New Well No. 3 was drilled in March and April 1987 to a depth of 84', completed to 76', cased to 52' and screened from 52' to 72'. A cement grout surface seal extends to 22'. The well was pump tested by the driller on May 28, 1987 at 2,300 GPM with five feet of drawdown after four hours of pumping. The following relates to the original and replacement Well No. 3 : OLD WELL # 3 NEW WELL # 3 95' deep; 12" diameter 76' deep; 24" diameter SWL unknown SWL 27' - top of well 1000' north & 400' west of 100' north & 900' west of center of Section 17 within center of Section 17 SE'/i NW'/a Section 17 Same legal as aid Well # 3 Township 23 north Range 5 east but 850' south & 490' west Willamette Meridian Well locations +/- 50' A review of Ecology's water right files and the drillers' Water Well Report files show that other water rights in this area are those of the applicant, the City of Renton. Consistencv With Pians, Policies & Laws Renton has an updated Water Conservation Plan (1990) and a Comprehensive Water System Plan (1992). More detail on these and a complete listing of all Renton', water rights and water allocations can be found in files GI -24781P, G1 -25396P and G1 -25397P on permits issued for wells Noll & 17. Until Regional Water Plans are established as set forth by the Chelan Agreement, Ecology is developing the Interim Solutions to Public Water Supply Needs policy. These solutions involve considering alternatives in lieu of developing new water sources. As this application involves a change in the point of withdrawal (replacement well) and a change in place of use (intertie) and no new water source, it is consistent with this Interim Solutions policy. The Instream Resource Protection Program (IRPP) for the Cedar/Sammamish Basin was adopted in September, 1979 under Chapter 173-508 WAC which identified insteam flow values for the Cedar River. The Seattle Water Department and others have long contended that Renton's wells are in hydraulic continuity with the river. Renton and their consultants, RH2 Fngineering, contend that the confined aquifer in this area moves south into th d Black River channel and into the lower Duwamish and Elliot Bay. As the rights on these wells preceded t ulation, none of this should be relevant except that Seattle's claimed right from the river precedes Rt n's certificates on their wells. Also Renron has expressed interest in obtaining additional water from these; wells. The 72 hour aquifer test described earlier in this report was intended to first, quantify the capacity of the aquifer but was also done in the attempt to dismiss the false assertions that Renton's wells suck the river dry whenever Report Continued their pumps kick on. Also, they hoped to prove their theory on directional movement of ground water in this area_ Without monitoring ground water in the old Black River Channel during the test, Renton's theory remains only a theory. The test did show, however, that pumping the aquifer at double certificated quantities had no measurable effect an the river. This application is consistent with the State Surface and Ground Water Code, Chapters 90.03 and 90.44 RCW. as described below. This change meets requirements of RCW 90.03.383 (Interties), in that by letter (Bucknell, .lune 22, 199:?), Ecology accepted Renton's interties that had been in place prior to January 1, 1991 as vested. Changing the place of use to these existing certificates will complete the required process. This change also meets requirements defined in RCW 90.44.100 for approving an amendment to a certificate for a change in the point(s) of withdrawal in that: 1. The new well taps the same body of public ground water as the original well. 2. The original well will be maintained as a contaminant interceptor and may be used as an emergency backup source. 3. This will not enlarge the right conveyed by the original certificate. 4. E3dsting rights will not be impaired. CONCLUSION In accordance with chapters 90.03 and 90.44 RCW, i find that the certificate holder has perfected this right by putting the water to full beneficial use. This change will not enlarge the right conveyed on the original certificate, nor will the granting of this change impair existing rights or he detrimental to the public welfare. 'Therefore, a superseding certificate should be issued subject to existing rights and indicated provisions. RECOMMENDATIONS A superseding certificate should be issued as original for 1,600 GPM and 2,560 AF/YR supplemental to existing; rights and with the same priority date of April 14, 1966. This cbange includes the point of withdrawal (new we[]) and the place of use (current service area including iterties) and is subject to the following recommendations and provisions: Original Well No. 3 will be maintained primarily as a contaminant intercepter and, should other systems fail, may be used as an emergency backup after notifying Ecology_ An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508-64-020 through 508-64-040 (Installation, o oration and maintenance re uirements enclosed). Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. In order to monitor the resource, static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determiners to be below the level normally recorded at that time of year. See enclosed form. This permit is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Re ,,ardin , Water Use Reporting, Demand Forecasting Methodolo r, and Conservatism Programs, July 1990, which are enclosed. REPORT BY: DATE: - -' STATE OF WASHINGTON DEPARTMENT OF ECOLOGY SUPERSEDING CERTIFICATE OF WATER RIGHT ❑ Surtace Water QSS d In a vd—N:n m: prov s=ons al CBapler 117 taws of 5vashington rcr 1517 and amendments thb eta, sod Lha rules and mgulallons of the OePertmenl 01 Ecoiu,jy 1 Ground Water {Izf ueO n e CO tla^ce w:n the p Ov :lOni or Chaplet 2E5 Laws of Washln la f,: 19J5 and -,-I, e^ ha,e , and She roles end mg,Wl— H 1t Departrnent Pf F, Io g'f J P9I091re [)ATE I APPLICATION NVMBER PERMIT NUM9E11 CEtiTIFICATE NUMpER April 14, 1966 5836-A NAME City of Renton AMRES3 (STREETI IC,rn ISTATE) JAP CODE) 200 Mill Avenue South Renton Washington 98055 rs is to cerujy that the herein named applicant INIS nln e prop ro file sarisjoction ojl the Department of Ecologv of a right to the use of the public waters of the State of TVashingron as hereirr defined, and under and specifically subject to the provisions contained in the Pernait issued by the Department of Ecologv, and that said right to rhe use of said waters hos been perfected in accordance with the laws of the State of Washington, and is hereby confirmed by the Department of Ecology and entered of record as shown, but is limited to an amount actually beneficially used. PUBLIC WATERS TO BE APPROPRIATED SouacE Wells 1, 2, & 3 TNROTARY OF fP SURFAGF WATER41 10 MA.IOMUM CUBIC FEET PER 8, oc?vo MA)"MVM GALLONS PER MINUTE MAXIMUM A2:111 -11 -IT PFR YEAR 1,960* * 3,136* OVANTiTY. TYPE OF USE. PEM0 OF USF 7 Municipal water supply - continuously *Su elemental to existincc,,T ri gThts **Moved from original 'Cli #2 - 200 gpm to new Well #l; 7 1,160 gpm to new Well #2 and 600 gprn to new Well #3 7 LOCATION OF DIVERSIONfWITHDRAWAL APP'' .ATI: LDi;ATiON OF D,VFRSION--W!THOPAWAL 1 65 feet north and 945 feet west of the center of Section 17, Township 23 north, Range 5 east W.N4 N 2 70 feet north and 970 feet west of the center of Section 17, Township 23 north, Range 5 east W.M Well #3 106 feet north and 900 feet west of the center (if Section 17, Township 23 north, Range 5 east W. M, LOCATED WITttIN (SMALLEST LEGAL SUBOMSIONi 5ECTICN TOWNSt1I1 N RAVE. IE 7k I ii W.11 W.R.I A COUNTY SE'/4 NW'/4 17 23 5E 8 Icing LOT I BLOCK } OF (GIVE NAME OF PLAT OR ADOITI_NI LEGAL DESCRIPTION OF PROPERTY ON WHICH WATER IS TO BE USED City of Renton Municipal Water Supply service area within Township V. north, Range 4 and 5 east and Township 24 north, Range 5 east along wil It wholesale water to I_akeridge, Br} n -Mawr Water District through an intertii:. Emergency interties for cxchange of water exists het%vetn Renton and the following service area in Seattle and Kent. PROVISIONS An approved measuring device shall be installed and maintained in uc;cordance with RCW 90.03.360, WAC 508- 64-020 through 508-64-040. Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. In order to monitor the resource, static water level (SWI.) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. This superseding certificate is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Rf—gardin Water Use Reporting, Demand Forecasting Methodology and Conservation Programs, July 1990. 0 to O t� CO) 1) The right to the use oj' the water aforesaid hereby confirmed is r-esnicfed to the lands or place of ttse herein described, except as provided in RCW 90,03.380, 90.03.390, and 90.44.020. This superseding certificate of water right is specifically subject to relinquishment for nonuse of water as provided In RCW 90.14.180. Given under my= hand and the .seal of this office at Bellevue, Washington. this 301h day of July, 1993. Department of Ecology ENGINESPfING DATA —fit OK "'AjjiA� & Stephen - Hirsc ey, Section Sul rvisor, Water Resources FOR COUNTY USE ONLY STATE OF WASHINGTON DEPARTMENT OF ECOLOGY REPORT OF EXAMINATION APPLICATION FOR CHANGE OF WATER RIGHT ❑ Surface Water (—'ed In'—'e— wim Ch,,— 1 17 is+�s of Wash In glnn for 1917. --jt, the M, and the les -d egu18:10 5 fhe pe Mr:me'I G C.N.PY-) Ground Water 11Svld aCCo d4nCd witn the provi5 Ong 01 t,hapw M L.W of Wa M,Qton 1p 1945, arG amendments ttlercto, end V1a N'M and e�ulali0 s 01 Ed the Department of Ecology I PRIOFBTY rjAYE APPLCATICN 11"111,111PERMIT l.'VMSER _ CERTIPII:ATE NUM6EA April 14, 1966 5836-A NAME City of Renton AGGRESS I3TREETI (CITY) (STATEI IZIP 0064 200 Mill Avenue South Renton Washington 98055 PUBLIC WATERS TO BE APPROPRIATED SOURCE Wells 1, 2, & 3 M6UTARY OF DF SURFACE WATERS} MAximuM cunic FFET PER SECOND MASIMUM GALLONS PER MINUTE MA11"U11 ACRE,FEET PER YEAR 1,960*"' 3,136* CUANTRY, TYPE OF USE, PERIDD OF USE Municipal water supply - continuously Suppplemental to extstin rights "Moved from original Wel! #2 - 200 gpm to new Well #1; 1,160 gpm to new Well #2 and 600 gpnt to new Well #3 LOCATION OF DIVERS 10NIWITHDRAWAL APP --' ATE .00ATION OF DVEASION-WITNOMWAI. 1 65 feet north and 945 feet west of the center of Section 17, Township 23 north, Range 5 east W.M. `2 70 feet north and 970 feet west of the center of Section 17, Township 23 north, Range 5 east W.M, Weil #3 100 feet north and 900 feet west cif the center of Section 17, Township 23 north, Range 5 east W.M. LOCATED WITWN 1SMALLEST LEGAL SUBC)MSIONIE-, I'ON TOWNSMF n I PANGS IE OR w,l W M w.11,_1 A. CUUNF SEI/4NWI/a 17 23 5E S King RECORDED PLATTED PROPERTY LOT IL-10 OF tGIVE NAME OF PLAT OF ACDI716N} LEGAL DESCRIPTION OF PROPERTY ON WHICH WATER IS TO BE USED City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 cast along with wholesale water to Lakeridge,Sryn-Mawr Water District through an inter -6-. Emergency interties for exchange of water exists between Renton and the following service area in Seattle. and Kent. DESCRIPTION OF PROPOSED WORKS Well #1 24" diameter, 76' deep Well #2 24" diameter, 74' deep Well #3 24" diameter, 96' deep BEGIN PROJECT BY THIS DATE: OOWS COWSEfE PR IJECT BY THIS DATE WATBR PUT TO FULL VSE BY irc ivr Complete I Complete I In use REPORT BACKGROUND This application for change was received from the City of Renton to change the point of withdrawal (replace wells) on Water Right Certificate No. 5836-A with a priority date of April 14, 1966. This change is from the City's Liberty Park Well No. 2 to three new withdrawal points - new wells 12 & 3. This, the second right issued on this well, issued for 1,960 gallons per minute (GPM); 3,136 acre-feet per year (AF!YR) supplemental to Renton's other rights for Municipal supply (see list under GENERAL INFORMATION). Legal notice was published in the Valley Daily News on September 30 and October 7, 1987. No protests were received. INVESTIGATION Investigation consists of office research which includes review of water right records, well pumping data, consultant's reports and Renton's Conservation and Comprehensive Water System Plans. Numerous site visits were made, including on-site observations during aquifer tests_ Also, Ecology staff attended several meetings which involved this and other Renton applications. General Information This is one of five Applications For Change Of Water Right relating to three wells located near the center of the City of Renton in Liberty Park. Wells No. 1 & 2 were drilled and put to use in 1944_ Withdrawal rates in these two wells were increased in 1966, at which time Well No. 3 was drilled. As a result, Well No. 1 has two certificated rights with instantaneous withdrawals totaling 2,000 GPM; Well No. 2 has two rights totaling 3,000 GPM, and Well No_ 3 has one right for 1,600 GPM. All five rights total 6,600 GPM (see the following listing). Cert. No_ Well No. Priority GPM AF/YR 886-D 1 January 1944 1,040 1,676 5838-A i April 14, 1966 960 1,536 Supplemental 887-D 2 January 1944. 1,040 838 5836-A* 2 April 14, 1966 1,960 3,136 Supplemental 5835-A 3 April 14, 1966 1,600 2,560 Supplemental 6,600 Total "Identifies this application By 1987 wells 1 and 2 needed to be replaced, as casings were showing signs of potential collapse and surface seals did not meet current standards. Well 3 was located neat to a gas station and needed to be relocated for a greater degree of protection from contamination. Plans called for the replacement wells to be put under one roof and pumping rates for each well equalized to increase overall system efficiency. Therefore, in addition to replacing the three wells, Renton also requested that their water rights he changed to allow equal pumping (2,200 GPM) from each well_ Permitting this equalization can be accomplished by changing the point of withdrawal on this certificate (No. 5836-A) from old Well 2 to three new points of withdrawal to new wells 1, 2 & 3 (see discussion following under APPLICATION SPECIFIC INFORMATION). This change is possible, as all wells will tap the same source of water in a confined aquifer within the Cedar River Basin and will be located within the same. 1/4 section and drilled to similar depths. Report Continued Also under this change, the place of use will be updated to include. vested interties approved by Ecology -nell June 22, 1992). A rL hour aquifer test was performed on June 24, 25 and 26, 1987. Both old and new wells were used to stress the aquifer. Wells were pumped at 11,400 GPM for 24 hours then increased to 14,700 GPM for 25 hours (total instantaneous withdrawal of all five certificates equal 6,600 GPM). Renton hired the USGS to measure Cedar River flows both above and below the well sites, during and following the test. The consultant's hydrogeologic profile shows approximately 15 feet of drawdown occurred at the main well heads, 5 feet within 500 feet and full recovery within eight hours. No effect could be measured to flows in the Cedar River. On September 21, 1987, a Temporary Permit was issued to remain in effect during the pendency of the applications. Application Specific Information This report is specific to Water Right Certificate No. 5836-A with a priority date of April 14, 1966 from Liberty Park Well No. 2 for a municipal supply. This right authorizes a withdrawal of 1,960 GPM and 3,136 AE/YR, supplemental to Renton's other rights. Old well No. 2 has two rights totaling 3,000 GPM. To equalize the pumping between the three new wells at 2,200 GPM, as requested, the certificated withdrawal from this right, 5836-A, for 1,960 GPM, will need to be split between the three new wells as described below: 1. 200 GPM to new Well No. 1, located 60' south and 50' east of the original Well No. 2; 2. 1,160 GPM to new Well No. 2, located 60' south and 30' east of the original Well No. 2; 3. 600 GPM to new Well No. 3, located 50, south and 10' east of the original Well No. 2; New wells 1, 2 & 3 were completed in June 1987. Each is surface sealed with cement grout to 22'. The following relates to the original and replacement wells: Measured from ground surface ** Measured from top of casing A review of Ecology's water right files and the drillers' Water Well Report files show that rather water rights in this area are those of the applicant, the City of Renton. Consistency With Plans, Policies & haws Renton has an updated Water Conservation Plan (1990) and a Comprehensive Water System Plan (1992). More detail on these and a complete listing of all Renton's water rights and water allocations can be found in files G 1.24781P, G 1-25396P and G 1-25397P on permits issued For wells No. 11 & 17. Until Regional Water Plans are established as set forth by the Chelart Agreement, Ecology is developing the Interim Solutions to Public Water Sup Iv Needs policy. These solutions involve considering alternatives in lieu of developing new water sources. As this application involves a change in the point of withdrawal (replacement wellh and a chance in place of use. (intertie) and no new water source. it is consistent with this interim Solutions Policy. � — The Instream Resource Protection Program (IRPP) for the Cedar/Sammamish Basin was adopted in September, 1979 under Chapter 173-50S WAC which identified instream flow values for the Cedar River. The Seattle Water Department and others have: long contended that Renton's wells are in hydraulic continuity with the river. Rerton and their consultants. RH2 Engineering, contend that the confined aquifer in this area moves south into t Black River channel and into the lower Duwatnish and Ellicott Bay. As the rights on these wells preceded th TulatiCart, none of this should be relevant except that Seattle's claimed right from the river precedes Renton's certificates on their wells. Also Renton has expressed interest in obtaining additional water from these wells. — — AnDl ;l ATIMI cnq rucnirc nG wATPP PICiHr -:t- No. 5836-A From `I'o Old # 2 New # 1 New # 2 New # 3 Depth 82' 96' 74' 76' Diameter 26" 24" 24" 24" SWL 22'* 27'* 27'** 27'** Screen perforated 57' to 91' 50' to 70' 52' to 72' Measured from ground surface ** Measured from top of casing A review of Ecology's water right files and the drillers' Water Well Report files show that rather water rights in this area are those of the applicant, the City of Renton. Consistency With Plans, Policies & haws Renton has an updated Water Conservation Plan (1990) and a Comprehensive Water System Plan (1992). More detail on these and a complete listing of all Renton's water rights and water allocations can be found in files G 1.24781P, G 1-25396P and G 1-25397P on permits issued For wells No. 11 & 17. Until Regional Water Plans are established as set forth by the Chelart Agreement, Ecology is developing the Interim Solutions to Public Water Sup Iv Needs policy. These solutions involve considering alternatives in lieu of developing new water sources. As this application involves a change in the point of withdrawal (replacement wellh and a chance in place of use. (intertie) and no new water source. it is consistent with this interim Solutions Policy. � — The Instream Resource Protection Program (IRPP) for the Cedar/Sammamish Basin was adopted in September, 1979 under Chapter 173-50S WAC which identified instream flow values for the Cedar River. The Seattle Water Department and others have: long contended that Renton's wells are in hydraulic continuity with the river. Rerton and their consultants. RH2 Engineering, contend that the confined aquifer in this area moves south into t Black River channel and into the lower Duwatnish and Ellicott Bay. As the rights on these wells preceded th TulatiCart, none of this should be relevant except that Seattle's claimed right from the river precedes Renton's certificates on their wells. Also Renton has expressed interest in obtaining additional water from these wells. — — AnDl ;l ATIMI cnq rucnirc nG wATPP PICiHr -:t- No. 5836-A Report Continued The 72 hour aquifer test described earlier in this report was intended to first, quantify the capacity of the aquifer but was also done in the attempt to dismiss the false assertions that Renton's wells were sucking the river dry whenever their pumps kicked on. Also, they hoped to prove their theory on directional movement of ground water in this area. Without monitoring ground water in the old Black River channel during the test, Renton's theory remains only a theory. The test did show, however, that pumping the aquifer at double certificated quantities had no measurable effect on the river. This application is consistent with the State Surface and Ground Water Code, Chapters 90.03 and 90.44 RCW. as described below. This change meets requirements of RCW 90.03.383 (Interties), in that by letter (Bucknell, June 22, 1992), Ecology accepted Renton's interties that had been in place prior to January 1, 1991 as vested. Changing the place of use to these existing certificates will complete the required process_ This change also meets requirements defined in RCW 90.44.100 for approving an amendment to a certificate for a change in the point(s) of withdrawal in that: I. The new well taps the same body of public ground water as the original well. 2. The original well has been properly abandon. 3. The changes do not enlarge the right conveyed by the original certificate. 4. Existing rights will not be impaired. CONCLUSION In accordance with chapters 90.03 and 90.44 RCW, 1 find that the certificate holder has perfected this right by putting the water to full beneficial use. This change will not enlarge the right conveyed on the original certificate, nor will the granting of this change impair existing rights or be detrimental to the public welfare. Therefore, a superseding certificate should be issued subject to existing rights and indicated provisions. RECOMMENDATIONS A superseding certificate should be issued as original for 1,960 GPM and 3,136 AF/YR supplemental to existing rights and with the same priority date of April 14, 1966. This change includes three new points of withdrawal and change in place of use (current service area including interties) and is subject to the following recommendations and provisions: An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508-64-020 through 508-64-040 (Installation, operation and maintenance requirements enclosed). Meter readings shall be recorded monthly and this data shall he maintained and be made available to the Department of Ecology upon request. In order to monitor the resource, static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. See enclosed form. This permit is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Regarding Water Use Reportiniz, Demand Forecastine Methodolor*v and Conservation Program) July 1990, which are enclosed. L REPORT BY: [`� _- + 1�> = ,�" �'DATE. ' - 1 A. r. \'0. :767.-y:-1' 111 71tM CEfiTII-KATE RECORD NO. . -. hGE 1%,,....QQ -.. ... SJ tii?k:P LF.CI.h R.l Ttpw t�Y �f.AI I �I4. ...._. z;14 Gertif cite at Ground 'Water Dight � taupe In acccrdnnce with the provlalont of Chnhter 253, i_.aµ'a of Waahing:an fcr ,945, and the rulee tnd reguhlbane of the- State Supc*vfior of Hydrautica Ihelcunder. This IS To CEFRnFY That_._ ................ f iIE CITY OF Ilii}iTOH __........._penton, _tiaahinEton_ ltas filed: __ .. _ ..- in the office of the State Supervisor of hydraulics of Wg5hirlgton Declarc.tion of Claim jYn. to withdraw ground watcrs of the State from a _._P-LbP .'e 11 rho NE: of ?T<i; of Sec. 9, Tvrp. 23 t;., ttge. M. located within.... -5- for the purpose of . --- Munial:Pt31 supJply. _..._._ The right to the use Of said grcunri Craters has begirt sustained and apriroved bu the Sunor*++*nr of Hydraulics in arcordance with Chapter 26.3, L.aCns of Wtuhington for IM, and is hereby entered of,,. 884-D record in Volume __..2. -__._..._of Ground Certificates at page .-.-----.- , the right apprat-+ed has a:", :... Yovc,t.bev, 1942 the amount o water which the Declarant is entitled ia- withdraio for the ufor3snid pur}h.se is limited to the amount artuaIly bEneficially used and shatt'not.ei= ceed___174�-_ ....__gn=torts per rnimac- 273.x- - -nCre-jeer per year; and is appurterusnt`to t?iP lm `;; [{ foUo-xifig described lands or pla-e of use: }_ Y lt'�C,:F ism 5....�ti City of Rantan, Ding, County, ' ashington.. j t -5,t > y�� ' The Hght to the we'of the ground water aforesaid hereby canfCrmed is restricted 6 the i-nds'cr pitice of use hie n deseTibed, except as prouided in Sections 6 and 7, Chapter 122, Laws of 1929 WITNESS the seal and sigiviture of the State Supervisor of Hydraulics affixed this---- day 49 • �{'t�upe•n•lrnr n ;+Irrtatie* PERF-MkATED CASTNr.ti OR SCRFF.NS. 'Number per foot and.Ir.e of pert—elor;..— Ar+crl,m.sr nl from .. ....._to from - to ........- -' -'-- ... fro9n.... _..._. ...__...- ta._.... - .... _ Ln,:; of ZV;1.f.: (Describe each .stratum or forlratipn cloarlal, indicate if coater bearing, and q'r(, thickness and deptlz ac iruticated_j MATERIAL 'I7`I�t]cnr..n ficythrga tj toi,s a`zw' sand from uur" is-: L7 68 68 '.�:���•el r:-�_i wager 6 84 9r.d ftr'avel 14 98 3 P-1.3 12 114 Ce men,, gravel 10 12$ r a'7 e 1 P -n d w a: e r 6 134 Sand and z7 v.-? 18 wt52 Hard n� 6 158 tLn„ r Clay 6 M6 }> Gravel and writer 4 168 C16Y 7 1'75 f 1 71 (b) IFFIL''HATIQV FRENCH: Covered or open.._ . . . DiMe]tsions: Length -.__._..._...__..ft. Alini.num depth.. _.. _ft. Maximum depth -.- Bottum width ... ._...... Discharge.. g.h.m. Date of test.__._....__._ (e) TUNNTL: Tape of 2trttng......_.._ _ ........._.. ............. _....... .. ....._._...... __... _ ....._...._.._ ,,,, . - Dime:•tsioTtS: .....-----....--'-----'-----.....-----.,�.._.---......._._...��._-----:.'^"_-�•�- tnd raja "cttpna] sLm) Position of cutter bearing stmt-trrt tt>ith reference to portal of tunnel_..._ ] T,oq of tunnel: (Preceding taWc for loci of it -ell ma11 hr ]tsed, ij destred. Gine footage from S. Y. Na. 1131-S--T-�T—d]6. IMM. Sec ..... . - SECTION PLAT r', 1 (4r4rr M'AY948 � 3.10 Of Show b n cross {X} the location of the well o: other works covered by the ap !cation or t 1 -' by circle (0) the locations of other wells or works within a qunrter of a mile. Also ]tra�elin� directEons from nearest town on main highway. Scale: ] - inch = Boo fret. /7// /2 la O CIS ..r5 - .00_ 1 , i cx o rl . Go {� T_ .5o u� M O f %)r4�'1 �7 , tJ0!'►1 T ?" . 8 1_4 q 1 y.n,' i z to ;7''- t}:d_ OW 170 Q tlOVIr; J.iVO4% 27Z.5 MCM— 0n t i�I' -.'ClI?.I', i ?j a:.IC nns of a pump '.'rcll loci OV within ho ofi• �, Jr son, i, lv7n NA 1`EY) • 5 S.%11' with priority (into W "T."nt haros`.io_ni isc of wm ,) V-0 OC :;ov=ber, 1442; P/Oalarctlon "o. c,15 to 000 i-nl1on:; -per nlnuo, 1446 sore -foot ;-Or ---ar, by nonan or a :roll located within tho 0 of of Sro. 'J, ... +.?�•, =.Ctl 7r 10r` uy Oi :3CJPtE:ri.C3 5, 1943: L\()1Fr4Atj4.On No. OIG to yrs to-urnw 10-60 •:,(xllotno per L-1�.nuto, 1076 acro -foot p6r year, by r.;vana of a px-p woll lonuted vithin Who F -h of o ' Soo. 17, TFrp. ^3 N. , with;trio:it";; of .?anuar1:m4t Dc,an:*atian Co• 617 to withrvGw 1040 gQllono -ror 7--Anuto, JG76 hove -root T�,or -jronr, by m ana of a £r, p t.U11 loontod ".;ith:n tho iiy;y of 3oo. 170 ;im. 23 ft., J --'go r :;.r'.'"., with ,iorlty of Jonumy, , 1 144, and C1aWnt hoo raquastod Conti i- ,:vtos of Oesnnd vtar Righta undor mall clt> mn, Any pr:•son, `°err. or coy-po: otlon dinprrtinq sum: cla"-r-aa or Drotcnt_nG Mat tho rlqn:,i rig-n:,.clnir d nnc rot voatod rights to be roao&mlzod untfur Chap,, 263 of .,io 19-1.5 :�o3alon T..r,trn of 11-10 Stnto of Washinr;ton, =ny -_lo with U-itc 3unto of `t,yc.':c,.rlicg, r;t (.',jyapiQ, Plarlrynpton, oath obi ootions o.- ropronantat;ons, in wrlt'Lnt,, au ho ray c3aairo to mnlco w1V-L1n(30) tl)-Irty d.4ya r.ftor ciaty of lnot publications wlAoh daty is i'iitnosu --rj and official noal t`iis oto (Inn of Mr,y, 194£3 ,utorvinor o_ :!y(':-nu1!cO `. ;. x:11:, l;l;l, C,1:5 and P17. i STATE OF WASHINGTON DEPARTMENT OF ECOLOGY SUPERSEDING CERTIFICATE OF WATER RIGHT ❑ Surface Water p—Id in a,ccmdence with Ina pr is .1 M ChJAIel I E. Laws of Wnshmp:oe lo, IV!? and amendments 11re1e0o. end the rules and raBulaJ— o{ N,, Deparlman[ PI EcwogY-1 Ground Water kiad I—rtawith the p---, of Ghepei 20 of W-1-91— for t 94:, ad mendment there4orules edgo tb wI PFICS-TY DATE I APPIJCATiCN NUMBER T PERMIT NUMBER February 18, 1953 CEPTIFiCATE NLIMBER 3591-A NAME City of Renton ADDRESS (STREET) (CITY) (STAM RP ODOM 200 Mill Avenue South Renton Washington 98055 rs is to certify that the herein named applicant has made proof to the satisfaction o t ee Departmenr al Ecology of a right tote use M of the public waters of the State of Washington as herein definer!, and under and speofwally subjecr to the provisions contained in the fo Permit issued by the Department of Ecology, and that said right to rhe use of said waters has been perfected in accordance with the laws 94 of the State of Washington, and is hereby conftrnaed by the Department of Ecology and entered of record as shown, but is limited to an Oamarint actually bene tcutlly used. %.0 PUBLIC WATERS TO BE APPHOPHIATEU V4 souRcf T Well Isla, 5 TR10UTARY OF QF SURFACE WATERS) MAXIMUM W&C FEET PER SECOND MAXIMUM GALLONS PER MINUTE MAXIMUM ACRE-FEET PER YEAR 1,300 2,000 WANT". TYPE OF USE, PERIOD OF USE Municipal water supply - continuously LOCATION OF DIVER I N ITHORAWAL APPRO%)MATE LOCATION OF DNER510N--WI7NORAWAL 1255 feet north and 134 feet west of the center of Section 5, Township 23 north, Range 5 east Willamette Meridian (moved 10 feet south and 2 feet east of original Well #5). LOCATED YffKN (SMALLEST LEGAL SUBUNIWM SECTION TOWNSI111' N RANGE, IE OR W) W . w-RI.a COUNTY SEI)/a NW'/a 5 23 5 8 King wr OF {GIVE NPME OF PLAT OR A001710N) City of Renton Municipal Water Supplv scMce tinea within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to Lakeridge/Bryn-Mawr Water District through an intertie. Emergency interties for exchange of water exists bc°tween Renton and the following service area in Seattle and Kent. PROVISIONS An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508- 10 through 508.64-040, Meter readings shrill be recorded monthly and this data shall be maintained and de available to the Department of Ecoiogy up011 request. In order to monitor the resource, static water ](:vel (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available; to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. This superseding certificate is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Regarding Water Use Reporting, Demand Forecasting Methodology and Conservation Programs, July 1990, The nght to the use of rine writer aforesaid hereby confirmed is restricted to the lands or place of use herein described, except as provided in RCW 90.0.3.380, 90.03.390, and 40.44.020. This superseding certificate of water right is specifically subject to relinquishment for nonuse of water as provided In RCW 90.14.180. Given Larder my hand and the seal of this office cit Bellevue, Washington, this 30th day of July, 1993. ENGI.MttRt �G DATA Department of Ecology henrJ. Hirschey, Section Su&rvisor, Water Resources FOR COUNTY USE ONLY Nn 35g1 -A STATE OF WASHINGTON DEPARTMENT OF ECOLOGY REPORT OF EXAMINATION APPLICATION FOR CHANGE OF WATER RIGHT ❑ Surface Water 0—,,.n aaoodanrt MTr1 the proataons of Chapter 117, Laws of wesha,91— ler 1947, and em en4.nenw b—jo and the rules enc re]uletiuny of Na OepartmeM of I Ground Water @—d In ecrgrdanee nth the proA—s oI Chaptor 263, Less of Wash.ngton In, M5. end emend nen s Iherela. eae Ina talcs and regale— of the Department I E.cAny.) PPIDRITY DATE I APPLICATIDN NUMBERPEf§Mrt NUMBER CERTIFICATE NUMBER February 18, 1953 3591-A NAME City of Renton ADDRESS €STREET) (Crm fsTATQ 200 Mill Avenue South Renton Washington 98055 PUBLIC WATERS TO BE APPROPRIATED SOURCE Well No. 5 I NUUTAFIV OF R SUWACE WATEFLS) MA)UMUM CUBIC FEET PER SECOND MAXIMUM GALLONS PER MNJUTE I MAXIMUM ACRE-FEET PER YE4A 1,300 12,000 QUANTITY. TYPE OF USE, PEREOD OF USE -- Municipal water supply - continuously LOCATION OF DIVERSIONIWITHDRAWAL APPRox7MATE �.pC^AT1QN OF DI+�EasroN-wrTRDxA.wu 1255 feet north and 134 feet west of the center of Section 5. Township 23 north, Range 5 east Willamette Meridian (moved 10 feet south and 2 feet east of original Well #5). LOCATED WITHIN {SMALLEST LEGAL SUBDIVISION} SECTID�4 TOWNSHIP N. RANGE. fE. OR W.) W.M. w 11 LA- COUNTY SFr/a NW'/a 5 23 5 8 King LOT BLOCK OF IGIVE NAME OF FLAT OR ADDITION) WH City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to l akeridgeSryn-Mawr Water District through an intertie. Emergency interties for exchange of water exists between Renton and the following service area in Seattle and Kent. Well drilled. 407' deep, 14" diameter Static water level 137.75' BEGIN PROJECT BY PIIS DATE: Complete BACKGROUND DESCRIPTION OF PROPOSED WORKS DEVELOPM COMPLETE PROJECT BY THS 0A Complete REPORT WATER PUT TO FULL USF BY THI$ DATE' In use This application for change was received from the City of Renton to change the point of withdrawal (replace well) for Water Right Certificate No. 3591-A which issued for 1,300 gallons per minute (GPM); 2,000 acre-feet per year (AFlYR) for municipal supply from the City of Renton's Wet] No. 5. This Certificate has a priority date of February 18, 1953 (see discussion and list tinder GENERAL. INFORMATION below for other rights and changes from this source). Legal notice was published in the ValleDaily _ News on September 30 and October 7, 1987. No protests were received. IMTSTYGATION Investigation consists of office research which includes review of water right records, well pumping data, consultant's reports and Renton's Conservation and Comprehensive Water System Plans. Site visits and meetings occurred, involving this and other Renton applications. General Information pplication For Change Of Water Right relates to a well located in the north end of the City of Renton jt ast of I-405 and approximately ane -quarter mile east of Lake Washington in the Kennydale area. Land surface elevation at the well site is 236' above mean sea level. This well (referenced as ex-Kennydale Well # 1) was certificated as Renton Well No. 5 with priority date February 18, 1953. Withdrawal rates from this well were increased in 1966. As a result, this well has two certificated rights (see the following listing). Cert. No. Priority GPM AF/YR 3591-A'" February 18, 1953 1,300 2000 5834-A April 14, 1966 200 320 Total 1,500 2320 *Identifies this application Also under this change the place of use will be updated to include vested interties approved by Ecology (Bucknell letter June 22, 1992). Original Well No. 5 was completed on September 28, 1953 at a depth of 386' with a 20" diameter casing. Renton's 1992 Comprehensive Water System Plan states that this well operated satisfactorily from 1953 to 1959 when it began producing sand. The plan also states that in 1965, when water quality complaints on taste and odor were received, the use of this well was discontinued. Our records show, however, that Renton filed for a second right, to increase pumping, in 1966. In discussions with Mr. Ron Olsen, Renton's Utility Engineer, it appears the well was not decommissioned but maintained can standby. Then when a later 1965 study showed the need and the capability of the well exceeding that of the right, Renton filed and perfected this additional right. Water Well Report records support that the original well was not decommissioned until 1988 when the well was permanently and properly abandon. I gust 31, 1987 Ecology issued a Temporary Permit to remain in effect during the pendency of the a,.. a0ons. During that time, Ecology issued Temporary Permits for drilling, developing and use. New Well No. 5 was completed on March 3, 1988 to a depth of 407'. The casing from + 2.5' to 65' is 20" diameter; from + 2.5' to 285' is 16" diameter and from 277' to 407' is 14" diameter, Stainless steel screens are anF F(G APPI V-ATION FOR r HANC;F n1 ATFR RIGHT -7- No. 3591-A Report Continued located in the bottom 104' of the well. The cement grout surface seal extends from the surface to 100'. The well was pump tested by CI -12M HILI. on March 16, 1988 at 1,250 GPM with 62,4' of drawdown after 48 hours of pumping. The following relates to the original and replacement Well No. 5: OLD WELL # 5 NEW WELL # 5 386' deep; 22" diameter 407' deep; 14" diameter SAIL 134.8' - ground surface SWL 137.75' - top of well 1265' north & 136' west of 1255' north & 134' west of center of Section 5 within center of Section 5 SEI/4 NW'/4 Section 5 Same legal as old Well # 5 Township 23 north Range 5 east but 10' south and 2' east Willamette Meridian The original well was properly abandon on April 12, 1988 as identified on the Abandonment Water Well Report available in Ecology files. A review of Ecology's water right files and the drillers' Water Well Report files located no other water rights in the area. Consistencv With Plans. Policies & Laws Renton has an updated Water Conservation Plan (1990).and a Comprehensive Water System Plan (1992). More detail on these and a complete listing of all Renton's water rights and water allocations can be found in files G1 -24781P, G1 -25396P and GI -25397P on permits issued for wells No. 11 & 17. Until Regional Water Plans are established as set forth by the Chelan Agreement, Ecology is developing the Interim Solutions to Public Water Supply Needs policy. These solutions involve considering alternatives in lieu of developing new water sources. As this application involves a change in the point of withdrawal (replacement well) and a change in place of use (intertie) and no new water source, it is consistent with this Interim So[utintis policy. The Instrearn Resource Protection Program (IRPP) for the Cedar/Sanimantish Basin was adopted in September, 1979. Under Chapter 173-508 WAC, Lake Washington (including ground water in continuity with the lake) is closed to further consumptive use. As this use from Well No. 5 was certificated prior to enactment of this code, and as the drilling of this replacement well (10' distant from original well) will not increase the potential for hydraulic continuity, this change is acceptable under the regulation. This application is consistent with the State Surface and Ground Water Code Chapters 90.03 and 90.44 RCW, as described below. This change meets requirements of RCW 90.03.383 (Interties), in that by letter (Bucknell, ,lune 22, 19E2), Ecology accepted Renton's interties that had been in place prior to January 1, 1991 as vested. Changing the place of use on this existing certificate completes the required process. This change also meets requirements defined in RCW 90.44.100 for approving an amendment to a certificate for a change in the point(s) of withdrawal in that: 1. The new well taps the same body of public ground water as the original well. 2_ The original well has been properly abandon. 3. The changes do not enlarge the right conveyed by the original certificate. 4. Existing rights will not be impaired. CONCLUSION In accordance with chapters 90.03 and 90.44 RCW, 1 find that the certificate holder has perfected this right by putting the water to full beneficial use. This change will not enlarge the right conveyed on the original certificate, nor will the granting of this change impair existing rights or be detrimental to the public welfare. Therefore, a superseding certificate should be issued subject to existing rights and indicated provisions. Report Continued RECOMMENDATIONS ,rseding certificate should be issued as original for a withdrawal of 1,300 GPM and 2,000 AF/YR- with th- .:ame priority date of February 18, 1953; with the change being in the point of withdrawal (new well) and the place of use (current service area including interties); and the right is subject to the following recommendations and provisions: An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508- 64-020 tbrnugh 508-64-040 (Installation. operation and maintenance requirements enclosed. Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. In order to monitor the resource, static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. See enclosed form. This permit is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Regarding Water Use Reporting, Demand Forecasting Methodology and Conservation Programs, July 1990, which are enclosed. REPORT BY: DATE: - f ROE- FOR APPLICATION FOR CHANGE OF ATER RIGHT -4- No. 3591-A STATE OF OVASHINGTON DEPARTMENT OF ECOLOGY SUPERSEDING CERTIFICATE OF 117A TER RIGHT ❑ Surface Water 9—d In aaco dnnae wlth the prV s S d Cnapler 117 Laws of 4'4 a%hin;ton 1,, 1S 17. and amend tf theTta. end the Mit and reauIaUovs of the Deportment a Eadogy j Ground Water F—ed In oda—'Oth Aha p =v of Cnap!e, 26i L. N nashinga, Int 1a15, and amendment therein. and the Ovs arta mg,la ions the Department d E-elcgy I PF40RTY DATE APPLICATION NUMBER PFFIMIT NIIM-11CERTIFICATE NUMBER April 14, 1966 5834-A NAME City of Renton ADDRESS fSTREEI7 (CITY) (STATFY wP CODE) 200 Mill Avenue South Renton Washington 98455 This is to cent that the herein named applicant has mode prop to t to softs aeaon of the Lkpartment of 17cology of a ng i to f 1e use of the public wafers of the State of Washington as herein defined, tend under and slaecrficafly subject to the provisions contained in the Permit issued by the Department of Ecology; and that sant right to the use of said wafers has hecn perfected in accordance with the laws of the State of Washington, and is hereby confirmed by the Departneent of Emloh5- and entered of record as shown, but is limned to an amount actual bene-wwa used. PUBLIC WATERS TO BE APPROPRIATED WUFr-E Ln Well No. 5 ( TRSUSAFY of (IF SURFACE WATERS) -- MA)CMUM CUBIC FEET PER SECOND MAXIMUM GALLONS PER MINUIE MAXIMUM ACRE,FEET PER YEAR M 200 320 f� CUANTn , TYPE OF USE, PERIOO OF USE ;� Municipal water supply - continuously M LOCATION OF DIVERSION/WITHDRAWAL APVA9 1x1MAiE LOCAi60N OF U1 -RSICN-W1THDP1AWAI 1255 feet feet north and 134 feet west of the center of Section 5, Township 23 north, Range 5 east Willamette Meridian (moved 10 feet south and 2 feet east of original Well #5) LOCATFD W THN *MALLEST LEGAL SUeOrYGCkhy SECTION TOYJN511W ti 1 W NGF IE Un W) V. M W LA COUNTY SEla NWI/4 5 23 5 8 King LOT BLOCK OF (GME NAME a' PLAT OR A00170141 PROPERTY City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale wetter to Lakeridg,03 yn-Mawr Water District through a.n intertie. Emergency interties for exchange of water exists between Renton and the following service area in, Seattle and Kent_ PROVISIONS An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508- 0 through 508-64-040. Meter readings shall be recorded monthiv and this data shall be maintained and ade available to the Department of Ecology upon request. In order to monitor the resource, static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized- The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. This superseding certificate is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Re ardinQ Water Use Reporting, Demand Forecasting Methodology and Conservation Programs, July 1990. V) W C CO) Vq cc G The right to (lie use of the writer aforesaid hereby confirmed is restricted to the lands orplace of use hereat described, except as provided in RCW 90.03.380, 90.03.390, and 90.44.020. This superseding certificate of water right Is specifically subject to relinquishment for nonuse of water as provided in RCW 90.14.180. Given under my hand and the seal of this office of Bellevue, K'ashington, this 30th day of July, 7993. Department of Ecology ENGWtE PING DATA OK Stephen 1. Hirschey, Section Surfrvisor, Water Resources FOR COUNTY USE ONLY SUPERSFMNG CERTIFICATE 2- No. 5834-A STATE OF WASHINGTON DEPARTMENT OF ECOLOGY REPORT OF EXAMINATION APPLICATION FOR CHANGE OF WATER RIGHT ❑ Surface Water Ilvsuad In --Id— a Wtn Lha pro ,s d Chaplai I17, Laws of Wa shim. lar 1917, and am endmants a ,M , and lha rules and agutanons a1 M. Dapedme d Ecology.) a Ground Water rl.ed In -d— wIm Ina provlabns of Gtaplar zea, Lam nl Wa Nngu n for 1945, and amenOrnan{s Inaralo, ane Vle lulas and iapulafa s of Iha Depadmald of E..k gy.) PPAOF4TY GATE APPU CATION NVM9ER PERMIT NU616cR CERTIFPCATE NUMBER April 14, 1966 5834-A NAME City of Renton ADOFICSS OrREeTI PM (STATE) IDP MOE) 200 Mili Avenue South Renton Washington 98055 PUBLIC WATERS TO BE APPROPRIATED SOURCE Well No. 5 YPoBUTARY OF (fF SURFACE WATERSI MA%kMUM CUBIC FEET PER SECOND MAXCIMUM GALL ON$ PER MINUTF MAIUMUM ACRE-FEET PER YEAR 200 1320 gUANTITY, TYPE OF USE, PERIOD OF USE Municipal water supply - continuously LOCATION OF DIVERSIONIWITHDRAWAL APPROXIMATE LOCATION OF DVERSK)N--WXTHDRAWAL 1255 feet north and 134 feet west of the center of Section 5, Township 23 north, Range 5 east Willamette Meridian (moved 10 feet south and 2 feet east of original Well #5) LOCATED WIT}M ISMA.LLEST LEGAL SUBOM&ON) 5ECTION T(X?^S✓ IP N RANGE. (E OR W) V/,M, W. R.I 0. CONN g SE% NW'/4 5 23 5 8 King LOT BLOCK Of (DIVE NAME OF PLAT OR ADDITcm City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to Lake ridf e/Bryn-Mawr Water District through an intertie. Emergency interties for exchange of water exists between Renton and the following service area in Seattle and Kent. DESCRIPTION OF PROPOSED WORKS Well drilled 407' deep, 14" diameter Static water level 137.75' BEGW PROJECT BY T_HG DATE'. COMPLETE PROJECT BY TMI5 DATE: WATER PUT TO FULL USE BY TRIS OATE. Complete Complete I In use REPORT BACKGROUND This application for change was received from the City of Renton to change the point of withdrawal (replace well) for Water Right Certificate No- 5834_A which issued for 200 gallons per minute (GPM); 320 acre-feet per year (AF%YR) for Municipal supply from the City of Renton's well No. 5. This Certificate has a priority date of April 14, 1966. (see discussion and list under GENF-RAI, INFORMATION below for other rights and changes from this source). Legal notice was published in the Valley Daily News on September 30 and October 7, 1987. No protests were received. INVESTIGATION Investigation consists of office research which includes review of water right records, well pumping data, consultant's reports and Renton's Conservation and Comprehensive Water System Plans. Site visits and meetings occurred, involving this and other Renton applications. General Information pplications For Change Of Water Right relates to a well located in the north end of the City of Renton )u.,. east of I-405 and approximately one-quarter mile east of Lake Washington in the Kennydale area. Land surface elevation at the well site is 236' above mean sea level. This well (referenced as ex-Kennydale Well # I) was originally certificated in 1953 as Renton Well No. 5. Withdrawal rates were increased in 1966 through this certificate. As a result, Well No. 5 has two certificated rights. (See the following listing). Cert. No. Priority GPM AF/YR 3591-A February 18, 1953 1,300 2000 5834-A* April 14, 1966 200 320 Total 1,500 2320 'Identifies this application Also under this change the place of use will be updated to include vested intcrties approved by Ecology (Bucknell letter June 22, 1992). Original Well No. 5 was completed on September 28, 1953 at a depth of 386' with a 20" diameter casing. Renton's 1992 Comprehensive Water System Plan states that this well operated satisfactorily from 1953 to 1959 when it began producing sand- The plan also states that in 1965, when water quality complaints on taste and odor were received the use of this well was discontinued. Our records show, however, that Renton filed for this right to increase pumping in April, 1966 and put that water to full use on December 1, 1966. In discussions with Mr. Ron Olsen, Renton's Utility Engineer, it appears the well was not decom.ntissioned but maintained on standby. Then when a later 3965 study showed the need for water and the capability of this well exceeding that of the right, Renton filed and perfected this additional right. Water Well Report records support that the original well was not decommissioned until I988 when the well was perm.,inently and properly abandon_ t gust 31, 1987 Ecology issued a Temporan. Permit to remain in effect during the pendency of the appacations. During that time, Fcology issued Temporary Permits for drilling, developing and use. New Well No- 5 was completed on March 3, 1988 to a depth of 407'. The casing from + 2.5' to 65' is 20" diameter; from + 2.5' to 285' is 16" diameter and froin 277' to 407' is 14" diameter. Stainless steel screens are Report Continued located in the bottom 100' of the well. The cement grout surface sea] extends from the surface to 100'. The well was pump tested by CH2M HILL on March 16, 1988 at 1.250 GPM with 62.4' of drawdown after 48 hours of pumping. The following relates to the original and replacement Well No. 5: OLD WELL # 5 NEW WELL # 5 386' deep; 22" diameter 407' deep-, 14" diameter SWL 134.8' - ground surface SWL 137.75' - top of well 1265' north & 136' west of 1255' north & 134' west of center of Section 5 within center of Section 5 SE'/, NW'/, Section 5 Same legal as old Well # 5 Township 23 north Range 5 east but 10' south and 2' east Willamette Meridian The original well was properly abandon on April 12, 1988 as identified on the Abandonment Water Well Report available in Ecology files. A review of Ecology's water right files and the drillers' Water Well Report files located no other water rights in the area. Consistenev With Pians, Policies & Laws Renton has an updated Water Conservation Pian (1490) and a Comprehensive Water System Plan (1992). More detail on these and a complete listing of all Renton's water rights and water allocations can be found in files G1 -24781P, 01-25396P and G1 -25397P on permits issued for wells No.11 & 17, Until Regional Water Plans are established as set forth by the Chelan Agreement, Ecology is developing the Interim Solutions to Public Water Supply Needs policy. These solutions involve; considering alternatives in lieu of developing new water sources. As this application involves a change in the point of withdrawal (replacement well) and a change in place of use (intertie) and no new water source, it is consistent with this Interim Solutions policy. The Instream Resource Protection Program (IRPP) for the Cedar,Sammamish Basin was adopted in September, 1979_ Under Chapter 173-508 WAC, Lake Washington (including ground water in continuity with the lake) is closed to further consumptive use. A.s this use from Well No. 5 was certificated prior to enactment of this code, and as the drilling of this replacement well (10' distant from original well) will not increase the potential for hydraulic continuity, this change is acceptable under the regulation. This application is consistent with the State Surface and Ground Water Code. Chapters 90-03 and 90.44 RCW. as described below_ This change meets requirements of RCW 90.03.383 (Interties), in that by letter (Bucknell, June 22, 1992), Ecology accepted Renton's internes that had been in place prior to January 1, .1991 as vested. Changing the place of use an this existing certificate completes the required process. This change also meets requirements defined in RCW 90.44.100 for approving an amendment to a certificate for a change in the point(s) of withdrawal in that: 1. The new well taps the same body of public ground water as the original well. 2. The original well has been properly abandon. 3. The changes do not enlarge the right conveyed by the original certificate_ 4. Existing rights will not be impaired_ CONCLUSION In accordance with chapters 90.03 and 90.44 RCW, I find that the certificate holder has perfected this right by putting the water to full beneficial use. This change will not enlarge the right conveyed on the original certificate, nor will the granting of this change impair existing rights or be detrimental to the public welfare. Therefore, a superseding certificate should be issued subject to existing rights and indicated provisions. Report Continued —COMMENDATIONS perseding certificate should be issued as original for a withdrawal of 200 GPM and 320 AF!YR; with the same priority date of April 14, 1966; with the change being in the point of withdrawal (new well) and the place of use (current service area including interties); and the right is subject to the following recommendations and provisions: An approved measuring device shall be installed and maintained in accordance with RCW 90.03,360, WAC 504- 64-020 through 508-64-040 !Installation of eraticn and .mintenanc readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. In order to monitor the resource, static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. See enclosed form. This permit is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Regarding Water Use Reporting. Demand Forecasting Methodology and Conservation Programs, July 1990, which are enclosed. REPORT BY: ATE: �� k-r s:, 1 404 1 a �—toa¢-arr. u ' CEATLT"ATE RECORD No._..._ --._.....14......._. PACE 14f.._A-?15M4 STATE OF WASHINGTON, COUNTY OF....._..Ki>$...... ...... —........................... _.......... _..._.. CERTIFICATE OF GROUND WATER RIGHT itwued in accordance with the provistom of Chapter MI Laws of Washington for 1016, and amendments thereto. LO and the rules and regulatlnnf of the Department of Water Resources thereunder.) %,;1- ! 1'1 -, "" Q♦ Ti -as Is To Cum" That __....--------...__ _�..�X .� ���"___'' --' _........_.................._.._...._-__--- ii f'> of---�--- .... _...... -R!r-U4..111,.._Wl�sh.ii38U&� . ^.._....., has made Proof to the satisfaction of the Department of Water Resources of a xight to the use of the public ground C1 waters of the State of Washington from --___.._.- -----.a-. 11..._..._ ............. _,..... ............ Cedar River Park Goyertaaent Lot 4 Cit of Renkan of - located within..---- ._ . _...�.._.._....�--...---..__....�...._.._..Y........_-....._.___............__........_._...........--•---._.. Sec.._...__....11........ _....... T"- -23 : R_.5. Et.WM,W_......... ........... -....... ._.-...... ... -... .......... . for the puapo:e�s) _....... ......._.... _... ........... .... _—.__—_•-..— t, under and specifically subject to provisions contained in Ground Water Permit issued by Oe Department of Water Resources and that said right to the use of said ground waters has been perfected in accotdanae with the Laws of Washington, and is hereby confirmed by the Depart- s merit of Water Resources and entered of record in Volume at page -Q!5.-&; that the priority 1 .. i• of the right hereby confirmed dates fromthat the quantity of ground water under the.. right hereby confirmed for the aforesaid purposes, is limited to an amount actually bene- ftcially used for said purposes, and shall not exceed ...... 300..Sall,nas_.P'er MJaute..._4$.39.....ac.rs A description of the lands to which such ground water right is appurtenant is as follows: Area served by the City of Renton. The right to use of water aforesaid hereby confirmed is restricted to the lands or place of use herein described, except as provided in RCW 90.03.380, 90.03-390 and 90.44.020. This certificate of ground water right is specifically subject to relinquishment for nonuse of water as provided in RCW MALI80. WITNESS the seal and signature of the Assistant Director, Division of Water Management, Depart - m �%af Resources, affixed this 1,7.Ch___-_- dayof. Karch .._-._ -. en t Assistant Drrector t �� ; •f Division of Water Man agement Department of Water Resources 1 • " ri d '" 0 Filed for Re do v J 0.eque5t of q���� Fa t Ln FILED or Record at RAuesto-t Name_ . .... ........................... ........... .................. ..... ... ... Ct$ rdt, pw- im q1 10 46 ROBERT A ?IQ 'nTY Report J Examination on Groun Water Received date ..... ..... Apnil.... 1..__..1.9..$ .........................Date of exam...Appli. No ....... 9.x.4.9.. ............. ... Name_._.._Ci.t.y._..o-�-.Renton ............................ ....... -......... Address....0 tY.Hall..._ Cectar....R Ye. ...Par.k.,_ Renton, .,i. Typeof works .................. a... we.l... .............. ............. Dimensions ..... ............... .......24'.' x.....10' ......... Progress of works.. I e t e ............................._..._ - --........................ ......... ... ....... ...._............................. _.._................ -........ ............. Quantity applied for 300.... .... ._................. g.p.m....... .............. ...... - ......acre-feet per year River Park (Gov't Lot 4,) City of Renton Cedar.. p......... -_..2.3...-.N.. Rge....... ....S...Z:t_...... County...............King............. ... ... ..._. ............ Legal sub........................�...... Sec......... ..1.7..........._._ Tw Use........... Munc pa 1.... s.qPp ly...................... Irrigation -acreage: Present._..... ... .. . ..... ...... . .. ............. .. Planned ...... __ ... Municipal: Population ............ .8.4.,09............_..... _ ........ ...._.-as of....................... Industrial....... .........................-... ...... ......... ............................................ ..... ........_........... _.. . Time pump will be operated ....... ..C.on.t,inuau.s.l.y........... ........._... Other water rights appurtenant to this land..-.---..S.ee.....bal.ow............ Feasible ........... ....... �- 9.7..1 .. ............ Proximity to existing works, springs, wells, or streams __ - City....o.f ... Rent.on___(We.1.l... Y1.J..)..,.....wctest .. 5.90..'..;.....0.1..t.y ,.of. hentnn....(We.1.l.k2)..,..__w.es.t.... b.40.'._,.._Gi.ty...nf ...Rent.an........................ ............................... Area.................................................................................. Sub -area ...... .... ...... . _ ...................................... Zone......... ................... ._............ ....._.......... .......... ........... .... RECOMMENDATIONS Approved for _3000 ........... ................g.p.xn.......... ....... ...... .._.4.83.9. .._........... acre-feet per year, subject to existing water rights. (1 acre-foot 325,850 gallons.) Use of the waters to be appropriated under this application will be for a public water supply. State Board of Health rules require every owner of a public water supply to obtain written approval from the State Director of Health prior to any new construction or alterations of a public water supply. The applicant is advised to contact the Washington State Department of Health, 304 Public Health Building, Olympia, with regard to the need for compliance. The installation of an access port as described in attached Ground Water Bulletin No. 1 shall be required prior to issuance of final certificate of water right. The applicant may, for his own convenience, wish to install an air -line and gage in addition to the access port. Studies of water usage in the Renton area reveal a demand of 120 gallons per capita per day. For the projected population of 84,000 as of 1971, the annual requirement would be 11,289.5 acre-feet. The quantity of 4839 acre-feet granted under this application represents the maximum that could be withdrawn at a continuous pumping at 3000 gallons per minute. (page 1) Following is a tabulation of all rights held by the City of Renton: Gallons Per Acre Feet Per Year Acre Feet Per Year Filing_Number Minute —(Primary) (Supplemental) Surface Water Gert. #463 1032 (2.3 cubic 1650.0 Ground Water Cert. #884-D Ground Water Cert. #886-D Ground Water Cert. #887-D Ground Water Cert. #3591-A Ground Water Gert. #5834-A Ground Water Cert. #5835-A Ground Water Cert. #5836-A Ground Water Cert. #5838-A foot per aec.) 170 273.5 1040 1676.0 1040 838.0 1300 2000.0 200 320.0 1600 2560.0 1960 3136.0 960 1536.0 Surface Water Per. #14579 4165 (9.28 cfs) 6681.6 Total 13,467 T 6757.5 13,913.6 Therefore, the permit shall issue as follows: "Issued as a primary right for 4532 cre-feet per year and as a supplemental right for 307 acre-feet per year, the total annual withdrawal shall not exceed 11,289.5 acre-feet under all rights." As provided under RGW 43.21.130, 90.03.360, 90.44.250 and 90.44.020, a master meter shall be installed in this system to measure the total amount of the withdrawal. Signed at Olympia, Washington this G' day of December, 1968 _ 71�_" " DRAN WOOD Water Resources Inspector Division of Water Management (page 2) ` s. r. xa. ran- cn.� . ro��—xo ao ate. k 6 .4 VnL JJJ f f CEfrTiT_^ -rE R=OAD _............ PAGE N:...:7.76 -A STATE of WASHINGTON, COUNTY aaI et& ___.......... _...—.._.... � CERTIFICATE OF GROUND WATER RIGHT (Issued Jn accardenn with the provlelons of Chapter Z63, 7.ews of Washlhrton for 1946, and -axnep eny.�]tatata. and the rules and rcrylatiane e! the Depestment of Water Rasourtes ttivarina`! t 1 1'� T7us Is To Csnr(rx That .... ... _... ......... OE REIITOIV _...._...._..—.__..._..._.__..__......... .................. _._____...._ her made proof J {*) to the satisfaction of the Department of Water Resources of a right to 'the use of the public ground Waters of the State of Washington from ..... d....kt�,��... ........... ............ _......... ............ _r_.__..,_.._.,._... _.._�..._ located Twp._�3.._...N., R_..5._......W.M., — --..._.........-.._._.W ....__._......—..— __ �.... f for the purpose(z) of_.. ._._...W...._ ............. -- ._...-- -- __......tuunit�Ra1..�.uFFIY-----------..._...__..... _..._... __.w_._......�.._ under and. rprlrifically subject to provisions contained in Ground Water Permit No ....... ... .QG48Z..._._ _ issued by Nle Department of Water Resources and that said right to the use of chid ground waters has been perfectedwin accordance with the Laws of Washington, and is hereby confirmed by the Depart- ment of Water Resources and entered of record in Volume........24....,_at pagvA7..M::A; that the priority of the rigAt hereby confirmed dater from. ........ 'antiax)!...23.,..- 949._..; that the quantity of ground water under thi yight hereby confirmed for the aforesaid purposes, is limited to an amount actually bene- ficially used for said purposes, and shall not exceed • -; R.tr...yea>:._..sailti�a.l,y.....gall1..,Y.�.SSa._.�4S.�SdII1q.�,P.@.�._g.µ2P-X.7t�__............_...._...__.....---._..._..___.__�__........._ A description of the lands to which such ground water right is appurtenant is as follows: Area served by City of Renton. The right to use of water aforesaid hereby confirmed is restricted to the lands or place of use herein described, except as provided in RCW 90.03.380, 90.03.390 and 90.44.020. This certificate of ground water right is specifically subject to relinquishment for nonuse of water as provided in RCW 94,14.184. WITNESS the seat and signature of the Assistant Director, Division of Water Management, Depart- ment of WqJ1gj;tyurces, affixed this • v PAP ♦ $ r i Engin.TSMIrE i - •• i r r* a�...'....���• •s 17th...... day a f - March _ .............. ........ 19..7.0....... ... .... ..... Assistant Director AivWon of Water Management Department of Water Resoums `% /t' N f r , Fled for Record / Q Request of ,; � P7 w P� ILd I NA RECOMED 13 r rds SM kw i8 im 10 FILEDf "'!Dost ..o f OPT A. hC Nan�... .... KfNG CC Address..... . ... ................ M epi hi U: 3 9j tu 4J Mi p1 I NA RECOMED 13 r rds SM kw i8 im 10 FILEDf "'!Dost ..o f OPT A. hC Nan�... .... KfNG CC Address..... . ... ................ 3 I NA RECOMED 13 r rds SM kw i8 im 10 FILEDf "'!Dost ..o f OPT A. hC Nan�... .... KfNG CC Address..... . ... ................ Report ut Examination on Ground Nater Received date. January... 21,.-1:969 _ .......Date of exam.. February. .11,1969.......- Appli. No ...... ..9-9$5 ....................... Name...... _ City. of. Renton _ .......... AddressC1ty.-..Rg1.l, _ Cedar.. Riyer...PAXk,.. Renton„-, W Type of works _ .........-. a. well .. ...... ........ -.Dimensions ..................... ................ Progress of works _ Well. - is drilled.. (Started)....._. ........................ Quantity applied for .......... 500 g.p.m.... ................... .. acre-feet per year Cedar River Park, in Gov't. Lot 4, within City of Renton Legal sub.] . .................. Sec- 17.................... Twp.... 2.3.....N......,.... Rge..-..-5....F............. County..... ......... King .......... Use.......... Municipal....sup.ply._- Irrigation-acreage: Present ......... ..-_.. _.......................... Planned.... Feasible 36 000 present Municipal: Population. --....84,1000__ ................. as of.. - 19.80..... .._ Industrial....................... ... ... .... .... _....................................-............................................................_..................._..-.........-..................._..................................-......... Time pump will be operated.._... . continuously ...................... ......................... 8 Ground Water Certificates, 1 Surface Water Certificate, Other water rights appurtenant to this land ..and l ..Surface Water-Permit.....(See ..below)_ ......... Proximity to existing works, springs, wells, or streams....-.City__of.. Renton. (Well #1), west, 590 feet; City.. of. ..l3entoxx....(W.ell---i�2.)..�..-.w�s.t.......6QO..._f eet City_.._af--Ren[on.....(weli !!)..,....north 790. feet. Area_.. - .......... .......... Sub -area ........... ... ... .. ........ Zone RECOMMENDATIONS Approved for.......... _504 ..................... . ..... ... g.p.m.... _ 800.. ,... ......... I .... ... _...acre-feet per year, subject to existing water rights. (1 acre-foot 325,850 gallons.) Use of the waters to be appropriated under this application will be for a public water supply. State Board of Health rules require every owner of a public water supply to obtain written approval from the State Director of Health prior to any new construction or alterations of a public water supply. The applicant is advised to contact the Washington State Department of Health, 304 Public Health Building, Olympia, with regard to the need for compliance. The installation of an access port as described in attached Ground Water Bulletin No. 1 shall be required prior to issuance of final certificate of water right. The applicant may, for his own convenience, wish to install an air --line and gage in addition to the access port. Applicant's total water usage for 1968 is as follows: SOURCE FILING NUMBER ACRE FEET Well No. 1 G.W.C. Nos. 886-D & 5838-A 1115 Well No. 2 G.W.C. Nos. 887-D & 5836-A 1672 Well No. 3 G.W.C. No. 5835-A 1114 Well No. 4 G.W.C. No. 884-D 61 Well No. 5 G.W.C. Nos. 3591--A & 5834-A 0 Page 1. Springbrook Springs S.W.C. iso . 463 & S.W.P. No. 24579 1770 Purchased from City of Seattle 477 Total: 6209 With a present population of 36,000, the average water use for 1968 was 154 gallons per capita per day. Allowing for an increase in water usage, the average demand will be based on 170 gallons per capita per day. For the projected population of 84,000 as of 1980 to be served by this system, the water requirement would be 15,996 acre-feet per year. The well under this application is the same well as Ground Water Permit No. 8913 and is Well No. S. Wells No. 6 and 7 have been abandoned and the rights thereto have been relinquished. Following is a tabulation of the rights held by the City of Renton: FILING NUMBER GALLONS PER MINUTE G.W.C. No. 886-D G.W.C. No. 5838-A G.W.C. No. 887-D .W.C. No. 5836-A Q.W.C. No. 5835-A G.W.C. No. 884-D G.W.C. No. 3591-A G.W.C. No. 5834--A G.W.P. No. 8913 S.W.C. No. 463 and S.W.P. No. 14579 Total: 1040 960 1040 1960 1600 170 1300 200 3000 ACRE --FEET PER YEAR (Primary) 4176 (9.28 cubic foot per second) 1676 838 273.5 2000 320 4532 ACRE-FEET PFR YEAR (Supplemental) 1536 3136 2560 307 6681.6 15,446 9,639.5 143-224.6 The recommended quantity of 800 acre-feet represents the maximum quantity that can be withdrawn at 500 gallons per minute. The quantities approved under this application will be for primary rights. Signed a Olympia, Washing on this day of , 1969. DEAN WOOD, Water Resources Inspector Division of Water Management Page 2 PRIORITY DAT STATE OF WASHINGTON DEPARTMENT OF ECOLOGY CERTIFICATE OF WATER RIGHT E] Surface Water Iltsued in accordance with The provisions of Chapter 117r Laws of Washinggton for 1917, and amendments thereto, and the rules and regulations of the Department at Ec Dingy.) VNGround Water (Issued in accordance with the provisions of Chapter 263, Laws of Washington for 1845, and amendments thereto, and the rules end regulations of the Department of Ecology.) E APPLICATION NUMBER jPrRMIT NUMBER ICERTIFICATE NUMOFF! NAME City of Fenton ADDRESS tSTREETI {CITY) ISTATE I IVP CODE .. JQQ Mill Avenue &Nth Futon Washington 98055 This is to Certify that the herein named applicant has made proof to the satisfaction 01 the Department of Ecology ofe right to the use 0f the public waters of the Slate Of Washington as herein defined, and under and specifically subiect to the provisions contained fn the Permit issued by the Deparrrnenf of Ecology, and that said right to fhe use of $a id waters has been perfected in accordance with fhe laws of the Stare of Washington, and is hereby confirmed by the Department of Ecology and entered of record as shown, but is limited to an amount actually beneficially used. PUBLIC WATER TO BE APPROPRIATED SOURCE 'jr4tti 11 RIBUTARY (IF (IF SURFACE WATERSI C-jMAXIMUM CUBIC FEET PER SECOND MA,I IMJM GALLONS PER MINUTE MAI IMUM ACRE-EEET PER YEAR Co1,300 1,040 .., �.. QUANTITY. TYPE OF USE, PERIOD OF LAE - C-3 m Manic: i�ai sully - continuously ,� CDT.73m .. - m c.- C- LOCATION OF DIVERSION/WITHDRAWAL to APPROXIMATE LOCATION OF DIVERSIONiVITHDRAYVAL 180 feet east, 920 feet north of center of Section 17 ---.1 — ISts.4t LE5r LEGAL 5UBDi V151ON1 ISECTuDN TOWNSHIP N. I RANGE, if. DR W,I W.M. I W.R.I.A. COUNTY I7 23 5E .`9 KiW RECORDED PLATTED PROPERTY LOTBLOCK QF (GIVE NAME OF PLAT OR ADDITION) _ Cedar River Paris LEGAL DESCRIPTION OF PROPERTY ON WHICH WATER IS TO BE USED Area served by the City of Renton. E€) or R(;Cii.l Ent f,.-ques of k Address...%.,Q,:,.:�r�n........ l (SEE REVERSE SIDE1 X36/07/18 RECD F �EI�HSL #0672 B 6.00 0[3' PROVISIONS An approved measuring device shall be installed and maintained in accordance with FrW 90.03.360, WAC 508-64-020 through WAC 508-64-040 (installation, operation and maintenance requirements attached hereto), 1:4 The right to the use of the water aforesaid hereby confirmed is restricted to the lands or glace of use herein described, except as provided in RCW 90.03.380, 90, 03.390, and 90 44.020. This certificate of water right is specifically subject to relinquishment for nnnuse of water as provitled in RCR 90.14.180. F.; Giver2 under my (rand and the seal of Phis office at Redmond, Washington. this.. 15 .... daa of..... 4 ' .,.... .......:......... 19....86....... 1 ...- 4S 1.1•,1•:4• ('.�•. Departmen t of, Ecology : •^ ' r 4 6NCFNBE RING oATw• + aJOK.7Thomas, Regional Manager FOR COUN rY d9E.1)'1VL V STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PERMIT TO APPROPRIATE PUBLIC WATERS OF THE STATE OF WASHINGTON El5urtace Water eti O.D.V . .f Eac+�VY.I Ground water 6—r N .tee. �. Mm v.. r �. d El e+ D.P.,e,,.K d f—kvy.T PFOQFyrT DATE APPUCArc" wj%mwn PEmVA1T NVMBER CEMVC.ATE NU -SER January 2, 1986 G1-24783 G]-24783 P NA UE City of Renton Public Worsts Attn_ Ron Olsen Muca� to �.xt,m rDp OOM 200 Miil Avenue South _Renton Washington 98655 The applicant is, pursuant to the Report of aamination which has been accepted by the applicant, hereby granted a permit to appropriate the following described public waters of the State of Washington, subject to canting rights and to the limitations and provisions set ou: heretic PUBUC WATERS TO BE APPROPRIATED S JP E Well #10 TPc8LrrARY OF fF 9"v ACE wArEFIBm MA[.YAIRA 0-8c FEET PER SEODNO MAMMUM aulCP4 PER MONUTE MAfOtiann AC%FEET PEArE- 1600 11792* OLUXT". TYPE OF USF_ PUKU OF USE Municipal Su ply "Total annual withdrawal from this allocation and all rights held by Renton shall not exceed 14,809 acre-feet. - OF 121YERSIONIV"DRANYAL APPPO*MATE LOCAnON OF ON %FG0N-wn1-1a WAU Gh tOCATM wrr,T«N�SMAu_EsT LEGAL SLMOryMCM SftCTTON 101 -�'L 37- tE O" w.T w.M. w"A U7uMl'Y t%W'14 NW'/4 22 23 SE 8 King LOT OF NNE +SAME OF PUAT OR AGOTnOM City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to Lake ridge/Bryn-Mawr Water District through an intertie. Emergency interties for exchange of water eidsts between Renton and the following service areas: Seattle and Kent. utaL.rtir-HUFJ Vh F HQ)PQb[-D W DEVELOPMENT SCHEDULE BEGN PFQIECT By Tris PlTE CC"PUTE P' EGT By TN5 tu7E W,,nH Put TO FULL USE BY Tris W7L September 30, 1993 September 30, 1995 September 30, 1998 IONS Total annual withdrawal from this allocation (G1-24783) and all rights held by Renton shall not exceed 14,809 acre feet. The amount of water granted is a maximum limit that shall not be exceeded and the water user shall be entitled only to that amount of water within the specified limit that is beneficially used and required for the actual crop grown on the number of acres and place of use specified. A well log of the completed well shall be submitted by the driller to the Department of Ecology within thirty (30) days of completion of this well. This well log shall be complete and all information concerning the static water level in the completed well, in addition to any pump test data, shall be submitted as it is obtained. installation and maintenance of an access port as described in Ground Water Bulletin No. 1 is required. An air line and gauge may be installed in addition to the access port. All water wells constructed within the state shall meet the minimum standards for construction and maintenance 3s provided under RCW 18.104 (Washington Water Well Construction Act of 1971) and Chapter 173-160 WAC ;Minimum Standards for Construction and Maintenance of Water Wells). Static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the aut been shut off and the water level in the well has been stabilized. The data shall be maintained and ma ilable to Ecology upon request. However, Ecology's Water Resources Section (N' RO) shall be iotified if the SWL is determined to be below the level normally recorded at that time of year. 4n approved measuring device shall be installcd and maintained in accordance with RCW 90.03.360, WAC; 508- '4-020 through WAC 508-64-040. Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. F'he aquifer test shall be conducted under the supervision of a professional ground water consultant. The well hall be tested at a constant rate no less than the maximum design rate at which the well source will be used. KRIS Infomation Bulletin 30 shall be used as a guideline for designing and conducting the aquifer test. For vater table aquifers, pumped water produced during the test shall be routed away from all wells and discharged uch that this water will not recharge the drawdown cone during the test. 'umping during the test shall be conducted for a minimum of 24 hours, with stabilization of the pumping we[] nater level occurring for at least the last 4 of those hours. Stabilization is defined as a drop in water level of ess than or equal to 0.1 feet drawdown per hour during pumping. For water table (unconfined) aquifer onditions, the test shall be conducted for 72 hours or until a minimum of 4 hours of drawdown has been lete-cted in an observation well, whichever is shorter. �t the completion of pumping, recovery data shall be collected from all wells until the pumped well achieves ither 95% recovery, or its water level is within 0.5 feet of static water level, whichever takes longer- The test lust be designed and conducted to determine the following: The distance and tithe drawdown response within the producing aquifer to the proposed ground water withdrawal. To accomplish this, an observation well completed in the same aquifer and within a reasonable distance, shall be shut off and monitored for drawdown and recovery during the aquifer test. Aquifer transmissivity. c. Aquifer storage coefficient or specific yield. R�1iT � Provisions Continued The effect of the proposed ground water withdrawal on existing ground water and surface wase users. This shall include the potential effect of the withdrawal on local wetlands, springs, stream and takes. Specifically it must he shown that the proposed ground water withdrawal will have no effect upor Cedar River flows. The following outlines sampling and analysis requirements specified by the Washington State Department a Health. This section has been included to decrease the likelihood that applicants will need to perform a seconc test in order to comply with requirements of that agency. Water samples must be collected from the well using proper sampling procedures and analyzed by a laboraton certified by the Department of Health. A water sample shall be collected within the last 15 minutes of pumpinl and analyzed for the water quality tests) outlined below, as well as any other required by the Department o. Health. Type of system Group A Public Water Svstem Group B Public Water System Test required Complete Inorganic Chemical Radionuclide Volatile Organic Chemical(VOC) Bacteriological Complete Inorganic Chemical Volatile Organic Chemical(VOC) Bacteriological Results of these laboratory analyses should be held by the applicant until requested by the Depar.... ent of Health. Results need not be included in the completion report sent to the Department of Ecology. When aquifer testing is complete, the data shall be analyzed and all pertinent information compiled into a completion report submitted to the Department of Ecology, Northwest Regional Office. This report shall address the concerns in Item 5 above and include the following: a. A well construction report (well log) for the pumping well and all monitoring wells. This must include the total depth and screened interval depths for all wells, as well as the pump intake depth for the pumping well_ b. Distance, to the nearest foot, from the pumping well to each observation well and a map indicating all well locations. C. Copies of the field data sheets and a discussion of the methods and calculations employed during determination of aquifer characteristics. d. Land surface elevations for all measuring points and method used for determining. Renton shall monitor the shallow and intermediate aquifers at least monthly to determine the best approach for maintaining Cedar River flows in the reach associated with the Maplewood Golf Course aquifers. The USGS gage 12119000 (located in downtown Renton) shall be permanently maintained plus Renton shall establish and permanently maintain a least two additional upstream gaging stations- one in the Narrows area downstream of the golf course and another gaging station upstream of the influence of the Maplewood Golf Course aquifers. Renton shall notify the Department of Ecoiogy NWRO Water Resources whencver a decrease in Cedar Rivcr flows is recorded bctween the upstream gage and any subsequent downstream gage. Prior to use of waters from the new wells, the gaging stations shall be in operation and an interim managernent plan detailing procedures for monitoring pumping and assuring that flows in the Cedar Diver are nor decreased from oumninV shall hr m ht„ittP,i Pn mivmn Provisions Continued A long term management pian shall be submitted to h WRO Water Resources after 3 years of operating under [he ' erim plan. The. final management plan shall be approved by Water Resources prior to issuance of a :e e of water right. This permit is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Regarding Water.Use_Reporting, Demand Forecasting Methodology and Conscrvatinn ProZrams, July 1990. An estimate of water conservation savings as a percent reduction in average daily per capita consumption shall be provided to NWRO Water Resources. This estimate of water conservation savings will be replaced by evidence of actual water use reduction before a final water right certificate will be issued by the Department. A certificate of water right will not be issued until a final investigation is made. As part of the investigation Renton shall submit collected data (as outlined in the Interim Guidelines) to this office. This permit shall be subject to cancellation should the permittee fail to comply with the above teveloprnent schedule and/or foil to give notice to the Department of Ecology on forms provided by that Depurrmem iocumenring such compliance. Given under my hand and the seal of this office at Bellevue, Washington, his 301h day of September, 1992. Department of Ecology _NislfwLERING DATA DK� Stephen J. Hirschey, Section S pervisor, Waicr RcS[)ufCeS =Epmrr STATE OF WASHINGTON DEPARTMENT OF'ECOLOGY REPORT OF EXAMINATION TO APPROPRIATE PUBLIC WATERS OF THE STATE OF WASHINGTON ❑ Surface Water (P..d Fn aocadence w M the ProNSWne of ChaPW 117, Larva at WU in61on fm 19`.7. and wnendmema Nano, and She n,em end repufa4on of the Or,TwTmenl of Ecel«w.) Ground Water 0 uee da— taps ft Pm%*M a of Chaphm "3. Lm d WwNn ion for 1645, andemendmet t1mm-W, and t e nAea and ropuladl of ar.) P PDRITY DATE I APPLICATION NUMBER PERMIT NUMBER CERTIMATE NumAER January 2, 1986 G1-24783 NAME City of Renton Public Works Attn: Ron Olsen P"(STATE) OP CODE] 200 Mill Avenue South Renton Washington 98055 - PUBLIC WATERS TO BE APPROPRIATED SOURCE Well #10 TRSJTAFN OF pF SURFACE WATERS) MA%IMUM CUBIC FEET PER SECOND MAJOMLiM GALLONS PER MINUTE ..._.... MAMMUM ACRE-rEET PER YFAR 1600 1792* WAN PTY. TYPE of LASE. PERIOD of USE Municipal Su ply *Total annual withdrawal from this allocation and all rights held by Renton shall not exceed 14,809 acre-feet. LOCATION OF DIVFRSIONIWITHD;3AWAL APPHoxMarE iocarlCN of DrvERSION-w+rRafaawAL •—�- LOCATED HTININ (SMALLEST LEGAL SUBDMSIONI SECTION TOWNSHIP N. RANGE, (F_ on W I W M. W.ftI.A OOLINTV NWV, WWI, _ 22 23 5E 8 King DoT 9L" OF (GIVE NAME OF PLAT OR ADWuM City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to Lakeridge/Bryn-Mawr Water District through an intertie. Emergency interties for exchange of water exists between Renton and the following service areas; Seattle and Kent. OCDnor nC CVA1/IRIA nf.I DESCRIPTION OF PROPOSED WORKS DEVELOPMENT SCHEDULE BEGIN! PRPIECT BY THIS LATE: C*MPLETE PMU17M BV TWS GATE: WATEA PUT TO FULL USE Br THIS SANE 1 year from permit issuance 3 years from permit issuance 6 years from permit issuance REPORT BACKGROUND The application was received on 1-2-86. It requests 1600 gpm (gallons per minute) from a well for Municipal Supply. Notice was published in the Valley -Daily News on February 7 and 14, 1986. No protests were filed within the 30 day protest period. The well covered by this application is known as well #10. Renton has submitted eight applications which are pending. This report will cover the issues involving five of the applications dealing with wells 10, 11, 12, and 17 as they reflect similar conditions. On March 9, 1988 Renton requested a Temporary Permit to drill and test wells located within the Maplewood Golf Course. The Temporary Permit was issued on March 14, 1988. During the time Renton's applications were pending evaluation, several letters of concern were received. The following is a brief summary of the concerns: 1. Seattle Water Department raised questions during the environmental review process of Renton's Water System Plan. They want to know what studies were made to show that the Maplewood Golf Course wells were not hydraulically linked to the Cedar River and how might the wells and delivery facilities impact Seattle's pipeline in the vicinity. 2. Sate Paffile, area developer, wants Renton to document that additional water is really needed and that the wells will not draw from an aquifer interrelated with the Cedar liver. Mr_ Paffile also wants Renton to take a serious look at conservation measures to curb additional water right acquisitions. 3. The Muckleshoot Indian Tribe requests a thorough analysis of the interaction between the aquifer in which the wells are developed and flows of the Cedar River. They also want to see better conservation measures. These issues will be addressed in detail later in the report. Renton has complied with SEPA requirements with regard to the development of wells 70,11,12, and 17. INVESTIGATION A field visit was conducted on December 20, 1991 by Jerry Liszak, Regional Hydrogeologist, and Janet Jorg of the Northwest Regional Office. Ron Olsen, Utilities Engineer for Renton, and Geof Clayton, Hydrogeologist for Renton's consulting firm of RH2 Engineering, were present during the visit to Renton's well sites located in the Maplewood Golf Course. The site for well 10 is two miles east of Renton on the north side of Highway 169 (Maple Valley Rd.) in the Maplewood Golf Course. The application identifies the well as being within the NW 1./4 of section 23, township 23N, range 5E and the public notice reflects this location. During; evaluation it was found that well 10 is pr d to be in the NW1/4 of section 22. The maps and supporting data for all of Renton's applications in th .lewood Golf Course show well 10 in section 22. As the intent of notifying; area residents of Renton's plans to develop wells within the Maplewood Golf Course was sufficiently documented by all their applications, requiring republication for correct location of well 10 would not serve the purpose of publication any more than what has already been done. Report Continued Renton's water system provides water to an area of 16 square miles. The current system consists of 6 wells located in the downtown area and one artesian spring. There are 5 metered interties with Seattle for emergency supply plus emergency intertie with Kent. Renton has one wholesale customer-Lakeridge Bryn Mawr Water District. Six reservoirs currently provide storage for Renton with another under construction. Applications for wells 10, 11, 12, and 17 are submitted to provide better control of the water supply and more flexibility in operating the system to meet peak demands. Renton holds water rights totaling 14,809 acre-feet per year. The chart below itemizes the existing rights. CERT. NO. ISOURCE QUANTITY CONDITIONS 5 W 463 spring 1035gpm 1600gpm G W 884-D well 170gpm/273 AF 1600gpm G W 886-D well 1040gpm/1676 AF 1600gpm G W 887-D well 1040gpm/838 AF 1600gpm G W 3591 well 1300gpm/2000 AF 1600gpm G W 5834 well 200gpm/320 AF 1600gpm G W 5835 well 1600gpm/2560 AF 1400gpm G W 5836 well 1960gpm/3136 AF total AF supplemental G W 5838 well 960gpm/1536 AF total AF supplemental G W 6775 well 3000gpm/4839 AF 3622.5 AF additional 1216.5 AF supplemental G W 6776 well 500gpm/800 AF G1 -02605C well 1050gpm/1680 AF GI -24191C well 1300gpm11040 AF Including the applications currently under evaluation, Renton has the following applications pending. FILE NO. PRIORITY ISOURCE QUANTITY G 1-24781 * 1-2-86 well #11 1600gpm G1-24782* 1-2-86 well #12 1600gpm G1-24783* 1-2-86 well #10 1600gpm G1-25069 8-4-87 well #16 1600gpm G1-25070 8-4-87 well #15 1600gpm G1-25071 8-4-87 well #14 1600gpm G1-25396* 2-23-89 well #11 1400gpm GI -25397* 2-23-89 well #17 3000gpm enotes applications tinder evaluation Regional Hydrogeologist, Jerry Liszak, reviewed data submitted by Renton's consultants, RI -12 Engineers, Geo - Engineers Inc., and Pacific Groundwater Group along with other pertinent data concerning hydrogeology of the Maplewood Go9lf Course area. His report of findings indicate there are three aquifers identified within the Maplewood Golf Course. A shallow or unconfined upper water table aquifer can be encountered to depths of 50 feet. Two deeper confined aquifers (known as the intermediate and the deep aquifers) occur at different locations within the golf course but they are not superimposed over each other. The unconfined water table Report Continued intermediate aquifers are separated by a leaky aquitard making the intermediate aquifer semi -confined. [cep aquifer is encountered at the eastern end of the golf course and is a highly pressurized artesian er. Exploratory drilling and testing did not encounter the deep aquifer under the intermediate aquifer in vicinity of well 11 or 17 or the observation well (OBW-1) nor was the intermediate aquifer encountered in (lie vicinity of the deep aquifer. Wells 10 and 12 are to be developed in the intermediate aquifer also. Recorded hydrostatic pressures of wells tapping the intermediate aquifer indicate no hydraulic connection with the deep aquifer. Wells 11 and 17 were drilled and developed in the intermediate aquifer. Well 11 was drilled to a depth of 345 feet and well 17 was drilled to a depth of 346 feet. Based on the information obtained from the observation well (OBW-1) and wells 11 and 17 indicating water is available, Renton plans to drill well 10 and 12 near OBW-1 to be developed in the intermediate aquifer for a maximum quantity of 1600 gpm from each well. Approval of this application would carry conditions for proper well construction and adequate testing. Until Regional Water Plans are established as set forth by the Chelan Agreement, Ecology implemented interim policies to address short term water needs of larger public water systems in growth areas. Therefore applications for wells 10, 11, 12, and 17 are considered with respect to Renton's needs up to year 2000. The long term water needs for Renton will be evaluated as part of a regional water resources planning process and will be affected by implementation of the Growth Management Act. To evaluate an application for water right, the applicant must provide documentation as to need and availability of water on an instantaneous basis and demonstrate the amount of water needed on an annual basis to satisfy all uses. Renton's Comprehensive Water System Plan (released in March 1992) addresses their need to satisfy Department of Health(DOH) peak demand requirements. Renton shows they are 8,577 gpm short of DOH requirements, thus the instantaneous quantities associated with wells 10, 11, 12, and 17 are requested to reduce deficiencies. The Water System Plan doesn't address needs based on actual consumption per capita or yearly consumption rates_ By request, Renton provided water consumption figures for 1989 and 1991 which show they used less than 8,000 af/yr (acre feet per year). The population for 1991 as reported to DOH was 35,360 and t' umber of connections was 11,735. mg current consumption (8000 of/yr) plus adding annual growth rate of 1.8% (from King County Annual Growth Report for Renton area) up to the year 2000 places the annual quantity at 9088 acre-feet which is below the yearly amount already granted by existing rights (14,809 acre-feet)_ Therefore the applications concerning wells 10, 11, 12, and 17 will not be considered for any additional annual quantity. Ecology's interim policies do allow public water systems to increase the ability and flexibility of the systems to meet demands within existing yearly amounts for that interim period until regional water resources plans are accepted. Ecology will monitor Renton's consumption and growth over the next six to eight years for possible adjustments through future permitting actions. As well 11 is recommended for a reduced quantity of 2500 gpm, the quantities considered for the applications pertaining to well 11 are 1600 gpm for GI -24781 and 900 gpm for G 1-25396_ Application G 1.25397 for well 17 will be considered for a reduced quantity of 1500 gpm. Application G 1-24783 for well 10 is considered for a maximum quantity of 1600 gpm and application G1-24782 for well 12 is considered for a maximum of 1600 gpm. The yearly volume that could be allocated from each application would be calculated at 70% of continuous pumping, with the stipulation that total withdrawal from all Renton's sources could not exceed the city's existing water right certificates (14,809 aflyr). Ecology's interim policies also require public water systems to make the maximum use of conservation. Renton's current conservation plan identifies a 6.5% reduction in water use with implementation of the various components. Many measures are already in effect with the remainder scheduled for implementation within the coming year. The conservation plan and implementation is consistent with Ecology's Interim Guidelines for Public Water Systems. Ecology needs to monitor the effects of conservation measures on water consumption over the next few years. Review of office records indicates three downstream rights on the Cedar River which total 3.02 cfs (cubic feet per second). One right was issued to Northwest Water Co. in the amount of 1.0 cfs for the community of ' ydale, which is now served by Renton. Ft.,__ and office investigation show no wetlands in the area that would be adversely affected by the proposed withdrawals from well 10. Report Continued CONSIDERATION OF OBJECTIONS All three proponents submitting concerns on Renton's new applications request analysis of interaction between the Maplewood Golf Course wells and flows in the Cedar River. The hydrogeologist's review indicates that wells 10, 11, 1.2, and 17 should be considered in hydraulic continuity with the Cedar River. The wells are developed in the semi -confined intermediate aquifer and pumping from the wells will induce leakage from the unconfined shallow aquifer. As rate of leakage has not been quantified and the interrelationship is complex, our hydrogeologist recommends long term monitoring of the shallow and intermediate aquifers. Renton must show that pumping the wells will not decrease Cedar River flows to be in compliance with the intent of the Cedar-Sammamish Instream Resource Protection Program (WAC 173-508). Renton would be required to prepare an interim management plan detailing procedures for monitoring pumping and assuring that flows in the river are not decreased by use of wells 10, 11, 12, and 17. The plan would need to be approved by Water Resources prior to beneficial use of water from the wells. An ongoing management plan would be required before a certificate of water right could issue. To aid monitoring of Cedar River flows, the USGS gage 12114000 located in downtown Renton would be permanently maintained plus Renton would be required to establish and permanently maintain at least two additional upstream gaging stations- one in the Narrows area downstream of the golf course and another gaging station upstream of the influence of the Maplewood Golf Course aquifers. A second issue raised is whether Renton really needs additional water rights. As earlier stated in the report Renton is not currently meeting DOH peak flow requirements; therefore Renton does need additional water rights for peak instantaneous quantities. Approval of the applications for wells 10, 11, 12, and 17 would help Renton toward meeting DOH requirements_ Renton would also have the flexibility to better manage their entire system for peak daily demands while providing alternate sources of water should contamination occur in the downtown well field. Our analysis indicates that Renton has been granted sufficient water rights in terms of annual quantities to meet consumption demands beyond the year 2000. Consequently the applications covering wells 10, 11, 12, and 17 are only being considered for additional instantaneous quantities and not additional annual quantities. A third concern involves Renton's Comprehensive Water System flan and Conservation Plan. It is felt that Renton is not conserving water to offset the need for additional water. Renton has provided information showing that conservation measures have and are being implemented which will reduce but not completely eliminate the need for additional water. The water system plan illustrates the effect of full conservation implementation on reduction of water consumption. In evaluating the applications for wells 10, 11, 12, and 17, instantaneous quantities and total consumption figures used to forecast Renton's needs until the year 2000 were based on average daily demands including aggressive conservation measures. Approval of Renton's applications would carry conditions to monitor actual consumption quantities, population, and service connections to be analyzed prior to certificate of water right issuance for effective conservation implementation and growth projections. In order to approve an application for permit, the following tests must be met: water is available for appropriation, water must be for a beneficial use, water use is not detrimental to public interest, and the use will not adversely affect existing rights. Taking into account the concerns expressed by the City of Seattle, Mr. Paffile, and the Muckleshoot Indian Tribe all four tests are answered in the affirmative. The quantities as recommended in this report are adequately conditioned to assure protection of existing rights including instream flows and to assure that the proposed use will not be detrimental to the public interest. The tests conducted on observation wells, and wells 1I and 17, show water is available for appropriation and that the use for municipal supply is a beneficial use. CONCLUSION In accordance with Section 90.03 (and 90.44 RCW), I find that there is water available for this beneficial appropriation from the source in question and the appropriation as recommended will not impair existing rights or be detrimental to the public welfare. Therefore, permit should issue subject to existing rights and indicated provisions. RECOMMENDATIONS A permit should issue for well 10 for a maximum quantity of 1600 gpm 1792 af/yr (based on 70% continuous pumping) and not cumulative to existing rights for municipal supply_ Report Continued I annual withdrawal from this allocation (GI -24783) and all rights held by Renton shall not exceed 14,809 eet. The amount of water granted is a maximum limit that shall not be exceeded and the water user shall be entitled only to that amount of water within the specified limit that is beneficially used and required for the actual crop grown on the number of acres and place of use specified. A well log of the completed well shall be submitted by the driller to the Department of Ecology y within thirty (30) days of completion of this well. This well log shall be complete and all information concerning the static water level in the completed well, in addition to any pump test data, shall be submitted as it is obtained. Installation and maintenance of an access port as described in Ground Water Bulletin No. 1 is required. An air line and gauge may be installed in addition to the access port. All water wells constructed within the state shall meet the minimum standards for construction and maintenance as provided under RCW 18.104 (Washington Water Well Construction Act of 1971) and Chapter 173-160 WAC (Minimum Standards for Construction and Maintenance of Water Wells). Static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. See enclosed form. An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508- 64-020 through WAC 508-64-040 (Installation, operation and maintenance requirements attached hereto). r readings shall be recorded monthly and this data shall be maintained and be made available to the rtment of .....,.ogy upon request. See enclosed form. The aquifer test shall be conducted under the supervision of a professional ground water consultant. The well shall be tested at a constant rate no less than the maximum design rate at which the well source will be used. WRIS Information Bulletin 30 (copy enclosed) shall be used as a guideline for designing and conducting; the aquifer test. For water table aquifers, pumped water produced during the test shall be routed away from all wells and discharged such that this water will not recharge the drawdown cone during the test. Pumping during the test shall be conducted for a minimum of 24 hours, with stabilization of the pumping well water level occurring for at least the last 4 of those hours. Stabilization is defined as a drop in water level of less than or equal to 0.1 feet drawdown per hour during pumping. For water table (unconfined) aquifer conditions, the test shall be conducted for 72 hours or until a minimum of 4 hours of drawdown has been detected in an observation well, whichever is shorter. At the completion of pumping, recovery data shall be collected from all wells until the pumped well achieves either 95% recovery, or its water level is within 0.5 feet of static water level, whichever takes longer. The test must be designed and conducted to determine the following: a. The distance and time drawdown response within the producing aquifer to the proposed ground water withdrawal. To accomplish this, an observation well completed in the same aquifer and within a reasonable distance, shall be shut off and monitored for drawdown and recovery during the aquifer test. b. Aquifer transmissivity. C. Aquifer storage coefficient or specific yield. d. The effect of the proposed ground water withdrawal on existing ground water and surface water users. This shall include the potential effect of the withdrawal on local wetlands, springs, streams and lakes. Specifically it must be shown that the proposed ground water withdrawal will have no effect upon Cedar River flows. Report Continued The following outlines sampling and analysis requirements specified by the Washington State Department of Health. This section has been included to decrease the likelihood that applicants will need to perform a second test in order to comply with requirements of that agency. Water samples must be collected from the well using proper sampling procedures and analyzed by a laboratory certified by the Department of Health. A water sample shall be collected within the last 15 minutes of pumping and analyzed for the water quality test(s) outlined below, as well as any other required by the Department of Health. Type of system Group A Public Water System Group B Public Water System Test required Complete Inorganic Chemical Radionuclide Volatile Organic Chemical(VOC) Bacteriological Complete Inorganic Chemical Volatile Organic Chemical(VOC) Bacteriological Results of these laboratory analyses should be held by the applicant until requested by the Department of Health. Results need not be included in the completion report sent to the Department of Ecology. When aquifer testing is complete, the data shall be analyzed and all pertinent information compiled into a completion report submitted to the Department of Ecology, Northwest Regional Office. This report shall address the concerns in Item 5 above and include the following: a. A well construction report (well log) for the pumping well and all monitoring wells. This must include the total depth and screened interval depths for all wells, as well as the pump intake depth for the pumping well. b. Distance, to the nearest foot, from the pumping well to each observation well and a map indicating all well locations. U. Copies of the field data sheets and a discussion of the methods and calculations employed during determination of aquifer characteristics. d. )land surface elevations for all measuring points and method used for determining. Renton shall monitor the shallow and intermediate aquifers at least monthly to determine the best approach for maintaining Cedar River flows in the reach associated with the Maplewood Golf Course aquifers. The USGS gage 12119400 (located in downtown Renton) shall be permanently maintained plus Renton shall establish and permanently maintain a least two additional upstream gaging stations- one in the Narrows area downstream of the golf course and another gaging station upstream of the influence of the Maplewood Golf Course aquifers. Renton shall notify the Department of Ecology NWRO Water Resources whenever a decrease in Cedar River flows is recorded between the upstream gage and any subsequent downstream gage. Prior to use of waters from the new wells, the gaging stations shall be in operation and an interim management plan detailing procedures for monitoring pumping and assuring that flows in the Cedar River are not decreased from pumping shall be submitted to NWRO Water Resources and approved. A long term management plan shall be submitted to NWRO Water Resources after 3 years of operating under the interim plan. The final management plan shall be approved by Water Resources prior to issuance of a certificate of water right, This permit is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Regarding Water Use Reporting, Demand Forecasting Methodology and Conservation Pro rams, July 1990, which are attached. Report Continued estimate of water conservation savings as a percent reduction in average daily per capita consumption shall ovided to NWRO Water Resources. This estimate of water conservation savings will be replaced by ence of actual water use reduction before a final water right certificate will be issued by the Department. A certificate of water right will not be issued until a final investigation is made. As part of the investigation Renton shall submit collected data (as outlined in the Interim Guidelines) to this office. REPORT BY. DATE: R17 � J I A I r Ur YVAZ YNINU I UN DEPARTMENT OF ECOLOGY PERMIT TO APPROPRIATE PLISUC WATERS OF THE STATE OF WASHINGTON ❑ Surface Water 0—.d In . de wuh the p[aN kl d Che ftr 117, L— of WoshkV- for 191 7. end .mr ~ts Nbreto, "the n9m and .g.ta— d &. Oepr nl d Ecd.gy.l Ground Water Ow d M ww(de w1e, the pnav k. of Chep�r 2d3, L- of Wmhlnpten In tsar. Md lanN+dm is tt [mto, and tha Wu N And ! UUTAUl d Ed th. O.p� of Eedopy.l PRORITY DATE APPLICATION NUMBER PERM(T NUMBER MWIVICATE NUMBER January 2, 1986 G1-24781 G1-24781 P NAME City of Renton Public Works Attn: Ron Olsen AOOFM MrAt t} C" PTATE) (ZIP COOE) 200 Mill Avenue South__ -Renton Renton Washington 98055 The applicant is, pursuant to the Report of Examination which has been accepted by the applicant, hereby granted a permit to appropriate the following described public waters of the State of Washington, subject to existing rights and to the limitations and provisions set out herein PUBLIC WATERS TO BE APPROPRIATED GOUFVIE Well #11 TRIBUTARY OF OF SURFACE WATERS) MAXM1M CUBIC FEET PER SECOND— MUM G+LLLUVS PER MINUTE MAVMLW ACRE-FEET PER YEAR 1600 1792* QUAMn7y, TYPE OF USE, PER= OF USE Municipal supply *Yearly quantity is already covered by existing rights totalling 14,809 acre-feet. Use from all sources shall not exceed 14,809 acre-feet. LOCAT10N_OF DIYERSI,ONLWtT.H.Q AWAL APPMX6M0. LOCATSON Or DNERSfCN-WITHDRAWAL 500 feet west and 450 feet south from the northeast corner of Section 21. LOCATED VrTmN (SMALLEST LEGAL SUBOMSIONI SECTION TOW 91iIP N. RANGE. (E. OR W.1 W.M. W, R.I.A COUNTY NANE 1, 21 23N 5E S 1 King LOT OF (GIVE NAME OF PLAT OR AD MCM City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to LakeridgeBryR-Mawr Water District through an intertie_ Emergency interties for exchange of water exists between Renton and the following service areas: Seattle and Kent. PERMIT DESCRIPTION OF PROPOSED WORKS Well 345 feet deep, 16 inch diameter Static water level 11 feet below top of well ection to reservoirs DEVELOPMENT SCHEDULE BEGIN PFCJECT BY THIS DATE: COMPLETE PRDJECT 8Y THIS DATE: WATER PUT TO FULL USE BY THIS DATE: Started September 30, 1995 September 30, 1998 PROVISIONS Total annual withdrawal from this allocation (G1-24781) and all rights held by Renton shall not exceed 14,809 acre feet. An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508- 64-020 through WAC 508-64-040. Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. Static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. Renton shall monitor the shallow and intermediate aquifers at least monthly to determine the best approach for maintaining Cedar River flows in the reach associated with the Maplewood Golf Course aquifers. The USGS gage 12119000 (located in downtown Renton) shall be permanently maintained plus Renton shall establish and permanently maintain at least two additional upstream gaging stations- one in the Narrows area downstream of the golf course and another gaging station upstream of the influence of the Maplewood Golf Course aquifers. Renton shall notify the Department of Ecology NWRO Water Resources whenever a decrease in Cedar River flows is recorded between the upstream gage and any subsequent downstream gage. to use of waters from the new wells, the gaging stations shall be in operation and an interim management detaining procedures for monitor' pumping and assuring that flows in the Cedar River are not decreased from pumping shall be submitted to NWRO Water Resources and approved. A long term management plan shall be submitted to NWRO Water Resources after 3 years of operating under the interim plan. The final management plan shall be approved by Water Resources prior to issuance of a Certificate of Water Right. This permit is sub]' ,-ct to the implementation of the minimum requirements established in the Interim Guidelines for Public Water 5vstems Reeardine Water Use Reoortine. Demand Fore castine Methodoloav and Conservation An estimate of water conservation savings as appercent reduction in average daily per capita consumption shall be provided to NWRO Water Resources. TItis estimate of water conservation savings will be replaced by evidence of actual water use reduction before a final water right certificate will be issued by the Department_ A certificate of water right will not be issued until a final investigation is made. As part of the investigation Renton shall submit collected data (as outlined in the Interim Guidelines) - This permit shall be subject to cancellation .should the permittee fail to comply with lite above development schedule and/or fail to give notice to the Department of Ecology on farms provided by that Department documenting such compliance. Given under my hand and the seal of this office at Bellevue, Washington, this 30th day of September, 1992. Department of Ecology ENGINEERING DATA OK by `u�1 Ou Stephen 7. Hirsc ey, Section Sup icor, Water Resources Jr AFL OF WFkSNIN dIUN DEPARTMENT OF ECOLOGY REPORT OF EXAMINATION TO APPROPRIATE PUBLIC WATERS OF THE STATE OF WASHINGTON ❑ Surface Water (r v, d In eoamtlalroe WM the pra/Mma or Chaptx 117, Ln of Wa hlrglen for 1017, and -60--b Cmreto. arsd the uIm mM r g,10— M tho Dopercnoat of Eoobgy.] rtm (hm-d In—4,denaa &. pnow. -, of ari pter M. Lava of Wa hlnaton rN 1"5, and amendoronb thereto, end the rem end regulafia of X Ground Water t- op -"'A er Embgy.) PROEM DATE APPLICATION NUMBER PEFW NUMBER CEHRFSCATE NUMBER January 2, 1986 G1-24781 NAME City of Renton Public Works Attn: Ron Olsen ADDRESS OrfiE£TI PM WATE( W CPOE) 200 Mill Avenue South Renton Washington 98055 PUBLIC WATERS TO BE APPROPRIATED SOURCE Well ##11 TMBUrARY OF r SURFACE WATERS] MArmom cuo C FEET PFA SECONDMNOrtFRUM GALLONS PER MINUTE VMMMUM ACRE-FEET PER YEAR 1600 1 1792* OUANTrTY, TYPE OF USE, PEPoOO OF USE Municipal supply *Yearly quantity Is already covered by existing rights totalling 14,809 acre-feet. Use from all sources shall not exceed 14,809 acre-feet. LOCATION OF DIVERSIONNITHDRAWAL Apr"OXFMAT£ LOCATION Of DIVERSION-VATHDRAWAL 500 feet west and 450 feet south from the northeast corner of Section 21. LCCA'EC WITHM' (SMALLEST LEGAL SUBDINSK N] NE'/a NE'/a SECTIIN3TOY7NSHiP 21 K 23N RANGE, (E OR W.) W.M. 5E W.RLA. 8 I COUNTY King RECORDED PLATTED PROPERTY LOT BLOCK rNE NAME OF PUT OR ADDrr4M LEGAL DESCRIPTION OF PROPERTY ON WHICH WATER IS TO BE USED City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to L.akeridge/Bryn-Mawr Water District through an intertie. Emergency interties for exchange of water exists between Renton and the following service areas: Seattle and Kent. REPORT OF EXAMINATION DESCRIPTION OF PROPOSED WORKS Well 345 feet deep, 16 inch diameter Static water level 11 feet below top of well ction to reservoirs BEGIN PR6SECT by TTtt$ NATE: (X)MPLETr. PfAIECr BY THIS DAIS""' TER FVT TO GULL VSE BY rHIS DATE Started 3 years from permit issuance 6 years from permit issuance REPORT BACKGROUND The application was received 1-2-86. It requests 1600 gpm (gallons per minute) from a well for Municipal Supply. Notice was published in the Valley Daily ews on February 7 and 14, 1986, No protests were filed within the 30 day protest period. On March 9, 1988 the applicant requested a Temporary Permit to drill and test the well. The Temporary Permit was issued on March 14, 1988. The well covered by this application is known as well #11. In 1989 Renton submitted a second application for well #11 (G1-25396) for an additional 1404 gpm. Also in 1989 Renton submitted application G1-25397 for 3004 gpm from a well (well #17) which is within 50 feet from well #11. As wells 11 and 17 are in close proximity and share similar issues, this report will address and evaluate all three applications (G1-24781, G1-25396, and G1-25397) which pertain to the wells. During the time Renton's applications were pending evaluation, several letters of concern were received. The •ing is a brief summary of the concerns: Seattle Water Department raised questions during the environmental review process of Renton's Water System Plan. They want to know what studies were made to show that wells 11 and 17 were not hydraulically linked to the Cedar River and how might the wells and delivery facilities impact Seattle's pipeline in the vicinity. 2. Sam Paffft, area developer, wants Renton to document that they really need additional water and that the wells will not draw from an aquifer interrelated with the Cedar River. He also wants Renton to take a serious look at conservation measures to curb additional water right acquisitions. 3. The Muckleshoot Indian Tribe requests a thorough analysis of the interaction between aquifers the wells are developed into and flows of the Cedar River plus better conservation treasures. Renton has complied with SE.PA requirements with regard to the development of wells 11 and 17, A Mitigated Declaration of Non Significance was issued by Renton on May 4, 1988_ INVESTIGATION A field visit was conducted on December 20, 1991 by Jerry Liszak, Regional Hydrogeoiogist, and Janet Jorg of the Northwest Regional Office. Ron Olsen, Utilities Engineer for Renton, and Geof Clayton, Hydrogeologist for Renton's consulting engineering firm of RH2 Engineering, were present during the visit to Renton's well sites. The site for wells 11 and 17 is 2 miles east of Renton on the north side of Highway 169 (Maple Valley Rd.) in the Maplewood Golf Course. The applications correctly identify the well locations as being within the NE1I4 NE114 Section 21, Township 23N, Range 5E of King County. 's water system provides water to an area of 16 square miles. The current system consists of 6 wells 1 in the downtown area and one artesian spring. There are 5 metered interties with Seattle for emergency supply plus emergency intertie with Kent. Renton has one wholesale customer-Lakeridge Bryn Mawr Water District_ Six reservoirs currently provide storage with another under construction. Report Continued Applications for wells 11 and 17 are submitted to provide better control of the water supply and more flexibility in operating the system to meet peak demands. Renton holds water rights totaling 14,809 acre-feet per year. The chart below itemizes the existing rights. CERT. NO. SOURCE I QUANTITY CONDITIONS S W 463 spring 1035gpm 1600 gpm G W 884-D well 170gpm1273 of 1600 gpm G W 886-D well 1040gpm/1676 of 1600 gpm G W 887-D well 1040gpm/838 of 1600 gpm G W 3591 well 1300gpm/2000 of 1600 gpm G W 5834 well 200gpm/320 of 1600 gpm G W 5835 well 1600gpm/2560 of 1400 gpm G W 5836 well 1960gpm/3136 of total of supplemental G W 5838 well 960gpm/1536 of total of supplemental G W 6775 well 3000gprn/4839 of 3622,5 of additional 1216.5 of supplemental G W 6776 well 500gpm/800 of G1 -02605C well 1050gpm/1680 of G1 -24191C well 1300gpm/1040 of Including the applications currently under evaluation, Renton has the following applications pending. FILE NO. I PRIORITY ISOURCE QUANTITY G i-24781 * 1-2-86 well #11 1600 gpm G1-24782 1-2-86 well #12 1600 gpm G1-24783 1-2-86 well #10 1600 gpm G1-25069 8-4-87 well #16 1600 gpm G1-25070 8-4-87 well #15 1600 gpm G1-25071 8-4-87 well #14 1600 gpm G1-25396" 2-23-89 well #11 1400 gpm GI -25397* 2-23-89 well #17 3000 gpm Well development data for wells 11 and 17 is obtained from the well driller's log, pump test results prepared by Geo Engineers Inc., and hydrogeologic report of the Maplewood Golf Course prepared by Pacific Groundwater Group. Well 11 was drilled in August 1988 to a depth of 345 feet by 16 inches in diameter. Well 17 was constructed at the same time to a similar denth (346 feet) but with a larger casing diameter (20 inches). The two wells are 50 feet apart. Regional Hydrogeologist, Jerry Liszak, reviewed data submitted by the applicant's consultants and other pertinent data relating to hydrogeology of the area. His review and report of findings indicate that both wells I I and 17 are developed in the same aquifer (referred to as the intermediate aquifer) and are considered a well field (similar depth, close proximity, and same aquifer). Quoted in part, the hydrogeologist review states: Wells No. 11 and 17 were each tested using short term step rate and 24 hour constant rate pumping. The test results indicate that the transmissivity of the aquifer is between 45,000 and 60,000 gallons per day per foot of drawdown. The storage coefficient is approximately .005 which indicates the aquifer is confined. A recharge boundary was encountered after approximately 110 minutes of pumping in the 24 hour tests for both wells 11 and 17. Based on this and an understanding of the local geology, the recharge is assumed to Report Continued be from leaky conditions in the hydrogeologic strata, or the lower permeability zone known as the aquitard, tween the shallow and intermediate aquifers. Based on the test results, the recommended pumping rate for Well No. 11 is 2,500 gpm and the recommended pumping rate for Well No. 17 is 1,500 gpm. It is calculated that well interference belwee.n the two wells will add between 30 and 50 feet of drawdown in each well depending on pumping rates and duration. Renton has not used either well to date as they are waiting for a decision on the water right applications. If apprccvt'd, th:. City will proceed ::ith fuiding for L. n;;tl acCl lii of a pw—npiclg dtdLiuil aild dlaiiibUtlUn 11r1Cs tO the wells. Until Regional Water Plans are established as set forth by the Chelan Agreement, Ecology has implemented interim policies to address short term water needs of larger public water systems in growth areas. Therefore, the applications for wells 11 and 17 are considered with respect to Renton's needs up to year 2000. The long term water needs for Renton will be evaluated as part of a regional water resources planning process and will be affected by implementation of the Growth Management Act. To evaluate an application for water right, the applicant must provide documentation as to need and availability of water on an instantaneous basis and demonstrate the amount of water needed on an annual basis to satisfy all uses. Renton's Comprehensive Water System flan (released in March 1992) addresses their need to satisfy Department of Health(DOH) peak demand requirements. Renton shows they are 8,577 gpm short of DOH requirements, thus the instantaneous quantities associated with wells 11 and 17 are to reduce. deficiencies. The Water System Plan doesn't address needs based on actual consumption per capita or yearly consumption rates. By request, Renton provided yearly production figures for 1989 and 1991 which show they used less than 8,000 a[/yr (acre-feet per year). The population for 1991 as reported to DOH was 35,360 and the number of connections was 11,735. Fi --ing current consumption (8000 of/yr) plus adding annual growth rate of 1.8%n (from King County Annual Report for Renton area) up to the year 2000 places the annual quantity at 9088 acre-feet which is below t arly amount already granted by existing rights (14,809 acre-feet). Therefore the applications concerning wells 11 and 17 will not be considered for any additional annual quantity. Ecology's interim policies do allow public water systems to increase the ability and flexibility of the system to meet demands within existing yearly amounts for that interim period until regional water resources plans are accepted. Ecology will monitor Renton's consumption and growth over the next six to eight years for possible adjustments on future actions. As well I I is recommended for a reduced quantity of 2500 gpm, the quantities considered for the applications pertaining to well 11 are 1600 gpm for G1-24781 and 900 gpm for G1-25396. Application G1-25397 for well 17 will be considered for a reduced quantity of 1500 gpm. The yearly volume that could be pumped from each application would be calculated at 70% of continuous pumping, but the total consumptive allocation would not exceed the city's existing rights. Ecology's interim policies also require public water systems to make the maximum use of conservation, Renton's current water conservation plan identifies a 6.511b reduction with implementation of the various components. Many measures are already in effect with the remainder scheduled to he implemented within the coming year. The conservation plan and implementation is consistent with Ecology's Interim Guidelines for Public Water Systems. Ecology needs to monitor the effects of conservation measures oil water consumption over the next few years_ Review of office records indicates three downstream rights on the Cedar River which total 3.02 cfs (cubic feet per second). One right was issued to Northwest Water Co. in the amount of 1.0 cfs for the community of Kenneydale, which is now served by Renton. Field and office investigation show no wetlands in the area that would be adversely affected by the proposed withdrawals from wells 11 and 17. C—IDERATION OF OBJECTIONS f ee proponents submitting concerns on Renton's new applications request analysis 01 interaction between wells 1I and 17 and flows in the Cedar River. The hydrogeologist's review indicates that wells 11 and 17 should be considered in hydraulic continuity with the Cedar River. The wells are developed in the semi -confined intermediate aquifer and pumping from the wells Report Continued will induce leakage from the unconfined shallow aquifer. As the rate of leakage has not been quantified, our hydrogeologist recommends long term monitoring of the shallow and intermediate aquifers. Renton must show that pumping the wells will not decrease Cedar River flows to be in compliance with the intent of the Cedar- Sammamish Instream Resource Program (WAC 173-508)_ Renton would be required to prepare an interim management plan detailing procedures for monitoring pumping and assuring that flows in the river are not decreased by the use of wells 11 and 17. The plan would need to be approved by Water Resources prior to beneficial use of water from the wells. An ongoing management plan would be required before a certificate of water right could issue. To aid monitoring of Cedar River flows, the USGS gage 12119000 located in downtown Renton would be permanently maintained plus Renton would be required to establish and permanently maintain at least two additional upstream gaging stations - one in the Narrows area downstream of the golf course and another gaging station upstream of the influence of the. Maplewood Golf Course aquifers. A second issue raised is whether Renton really needs additional water rights. As earlier stated in the report Renton is not currently meeting DOH peak flow requirements; therefore Renton does need additional water rights for peak instantaneous quantities. Approval of the applications for wells 11 and 17 would help Renton toward meeting DOH requirements. Renton would also have the flexibility to better manage their entire system for peak daily demands while providing alternate sources of water should contamination occur in the downtown well field. Analysis indicates that Renton has been granted sufficient water rights in terms of annual quantities to meet consumption demands beyond the year 2000. Consequently the applications covering wells 11 and 17 are only being considered for additional instantaneous quantities and not additional annual quantities. A third concern involves Renton's Comprehensive Water System Plan and Conservation Plan. It is felt that Renton is not conserving water to offset the need for additional water. Renton has provided information showing that conservation measures have and are being implemented which will reduce but not completely eliminate the need for additional water. The comprehensive water system pian illustrates the effect of full conservation implementation on reduction of water consumption. In evaluating the applications for wells 11 and 17, instantaneous quantities and total consumption figures used to forecast Renton's needs until the year 2000 were based on average daily demands including aggressive conservation measures. Approval of applications concerning wells 11 and 17 would carry conditions to monitor actual consumption quantities, population, and service connections to be analyzed prior to certificate of water right issuance for effective conservation implementation and growth projections. In order to approve an application for permit, the following tests must be met: water is available for appropriation, water must be for a beneficial use, water use is not detrimental to public interest, and the use will not adversely effect existing rights. Taking into account the concerns expressed by the City of Seattle, Mr. I'affiie, and the Muckleshoot Indian Tribe all four tests can be answered in the affirmative. The quantities as recommended in this report are adequately conditioned to assure protection of existing rights including Instream flows and to assure that the proposed use will not be detrimental to the public interest. The pump tests show water is available for appropriation and that the use for municipal supply is a beneficial use. CONCLUSION In accordance with Section 90.03 (and 90.44 RCW), I find that there is water available for this beneficial appropriation from the source in question and that the appropriation as recommended will not impair existing rights or be detrimental to the public welfare. Therefore, permit should issue subject to existing rights and indicated provisions. RECOMMENDATIONS A. permit shou.!d iss :e for 1600 ;pm 1 ?q2 ifA r(hnsed nn 71l% continuous numninry and not cumulative to existine rights) from well 11 for municipal supply. Total annual withdrawal from this allocation (G1-24781) and all rights held by Renton shall not exceed 14,809 acre feet. An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508- 64-020 through WAC 508-64-040 (Installation, operation and maintenance requirements attached hereto). Meter readings shall be recorded monthly and this data shall be maintained and he made available to the Department of Ecology upon request. See enclosed form. Static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well bas been stabilized. The data shall be maintained and Report Continued available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be d if the SWL is determined to be below the level normally recorded at that time of year. See enclosed Renton shall monitor the shallow and intermediate aquifers at least monthly to determine the best approach for maintaining Cedar River flows in the reach associated with the Maplewood Golf Course aquifers. The USGS gage 12119000 (located in downtown Renton) shall be permanently maintained plus Renton shall establish and permanently maintain at least two additional upstream gaging stations- one in the Narrows area &WllSil'Galii of tilt golf courst and another gaging station upstream of the influence of the Mapiewood Goit Course aquifers. Renton shall notify the Department of Ecology NWRO Water Resources whenever a decrease in Cedar River flows is recorded between the upstream gage and any subsequent downstream gage. Prior to use of waters from the new wells, the gaging stations shall be in operation and an interim management plan detaining procedures for monitoring pumping and assuring that flows in the Cedar River are not decreased from pumping shall be submitted to NWRO Water Resources and approved. A long term management plan shall be submitted to NWRO Water Resources after 3 years of operating under the interim plan. The final management plan shall be approved by Water Resources prior to issuance of it Certificate of Water Right. This permit is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Regarding Water Use Reporting Demand Forecasting Methodohia and Conservation Pro rgxams• July 1990, which are attached. An estimate of water conservation savings as a percent reduction in average daily per capita consumption shall be vided to NWRO Water Resources. This estimate of water conservation savings will be replaced by e e of actual water use reduction before a final water right certificate will be issued by the Department. A certificate of water right will not be issued until a final investigation is made. As part of the investigation Renton shall submit collected data (as outlined in the Interim Guidelines). REPORT BY' DATE: ) STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PERMIT TO APPROPRIATE PUBLIC WATERS OF THE STATE OF WASHINGTON ❑ Surface Water (I .ueG In d cprdwm with the p-46ne at ChepW 117, Law a Wwhkt Qtan kt 1977, end a tdm tc UweYa, W the Niss sea feQu,.t s d the Department of Ecdagy } Ground Water jl_s In ac dente µ,1M1 the pIaYl3ialli of Gheptef 2e3. lam OF Weshwgt- (W 19411. OW Nnend—M tt.� . -d tiro Na. 4 d rag.16lia d x-1 the OspsrV [.1E—b9YI PRiORT' DATE APPLICATION NUMBER PERMIT NUMBER CERTIFICATE NUMBER February 23, 1989 G1-25396 G1-25396 P NAME City of Renton Public Works Attn_ Ron Olsen ADDRESS fiSTREET) PTY) J9TATF) 0P COM 200 Mill Avenue South Renton Washington 98055 The applicant is, pursuant to the Report of examination which has been accepted by the applicant, hereby granted a permit to appropriate the following described public waters of the State of Washington, subject to existing rights and to the limitations and provisions set out herein. PUBLIC WATERS TO BE APPROPRIATED SOURCE Well #11 TRBUTARY OF {1F SURFACE WATEF6i MAXIMUM GUEPC FEET PER SEOONO 11"IMUM GALLONS PER MINUTE WMMUM ACRE-FEET PER YEAR 940 1 1008* QUANTITY, TYPE OF USE. PEAIoo OF USE Municipal supply *Total annual withdrawal from this allocation and all water rights held by Renton shall not exceed 14,809 acre-feet. LOCATION OF DIVERSIONIWIT!"IDRAWAL AP'ItOXMATE LOCAT,ON OF DIVERSION -WITHDRAWAL 500 feet west and 450 feet south from the northeast corner of Section 21 LOCATED WrMN ISMALLEST LEGAL SUBDMSION(SECTION TOWNSHIP N, RANGE. (E. OR W.J W.M. W.R.LA_ COUNTY NENE% 21. 23 SE 8 King RECORDED PLATTED PROPERTY LOT BLOCK I OF QGIVE NAME OF "TOR ADOfhptll City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to Lakeridge/Bryn -Mawr Water District through an intertie. Emergency interties for exchange of water exists between Renton and the following service areas: Seattle and Kent. DESCRIPTION OF PROPOSE1D WORKS Well 345 deep, 16" diameter Connection to reservoirs BEGIN PROJECT 9Y TH6 DATECOMPLETE PRO.;ECr BY THIS DATE: WATER PUT TO FULL USE 9Y THIS DATE: Started September 30, 1995 September 30, 1998 PROVISIONS Total annual withdrawal from this allocation (G 1-25396) and all rights held by Renton shall not exceed 14,809 acre feet. An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 505- 64-020 through WAC 5-08-64-040. Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. Static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. Renton shall monitor the shallow and intermediate aquifers at least monthly to determine the best approach for maintaining Cedar River flows in the reach associated with the Maplewood Golf Course aquifers - The USGS gage 12119000 (located in downtown Renton) shall be permanently maintained plus Renton shall establish and permanently maintain a least two additional upstream gaging stations- one in the Narrows area downstream of the golf course and another gaging station upstream of the influence of the Maplewood Golf Course aquifers. Renton shall notify the Department of Ecology NWRO Water Resources whenever a decrease in Cedar River flows is recorded between the upstream gage and any subsequent downstream gage. to use of waters from the new wells, the gaging stations shall be in operation and an interim management detailing procedures for monitori-nR pumping and assuring that flows to the Cedar River are not decreased from pumping shall be submitted to NWRO Water Resources and approved. A Jong term manaement plan shall be submitted to NWRO Water Resources after 3 years of operating under the interim plan. the final management plan shall be approved by Water Resources prior to issuance of a certificate of water right. This permit is subject to the implementation of the minimum requirements established in the Interim Guidelines Air estimate of water conservation savings as a percent reduction in average daily per capita consumption shall be provided to NWRO Water Resources. This estimate of water conservation savings will be replaced by evidence of actual water use reduction before a final water right certificate will be issued by the Department. A certificate of water right will not be issued until a final investigation is made. As part of the investigation Renton shall submit collected data (as outlined in the interim Guidelines) to this office. This permit shall be subject to cancellation should the ppemiittee fail to comply with file above development schedule and/or fail to give notice to the Departmeiit of Ecology oiz forrrzs provided by fliat Departrrteru documenting such compliance. Given under my hand and the seal of this office at Bellevue, Washington, this 30th day of September, 1992. Department of Ecology ENGINEERING DA1 A OKV-X by -t 2 - Stephen J. Hirsehey, Section Su rvisor, Water Resources STATE OF WASHINGTON DEPARTMENT OF ECOLOGY REPORT OF EXAMEVATION TO APPROPRIATE PUBLIC WATERS OF THE STATE OF WASHINGTON ❑ Surface Water 0—d in aaanrdenae with the pnrxfelona of chapter 117, Lowe of WMhlrKft n for 1917, and amendment. Ur W, and the ndee and reguladonc of ma Oapaetnerd r F eh'"_I Ground Water (P -d In e.w d_n wl , the proHalorl. of Chapw 2W, LA" of Waenlrytan for IW% OMamendma M thereto, and the N" Md regul6ws of ix] the Department d E—k1gy.) PFtOFM DA7E APPIX`J1MN NUMBER PEPW NUMBER CERTIFICATE NUMBER February 23, 1989 G1-25396 NAME City of Renton Public Works Attn: Ron Olsen ADDRESS 9FFEE7) )C" (BTAM op OODp 200 Mill Avenue South Renton Washin on 98055 PUBLIC WATERS TO BE APPROPRIATED SOUR2F Well #11 rFUBJTARY OF PF SURFACE WATCkS) MAXIMUM CUBIC FEET PEA SECOND 1000MUM GAUDW PER MINUTE MAXEMUM ACRE-FEET PER YEAR 900 -- - 1008* QUANTITY, TYPE OF USE, PERIOD OF USE Municipal su ply *Total annum withdrawal from this allocation and all water rights held by Renton shall not exceed 14,809 acre-feet. APPROXIMATE LOCATION of D1VEF50OW-wkTRDRAwu LOCA-nOtl OYTHDRAW L 500 feet west and 450 feet south from the northeast corner of Section 21 LOCATED WITHIN (SMALLEST LEGAL SUBOMSK" $ED71rN 1 TOWMP1V N I RANGE {E. OR W.) W.M. WL L"" OZyJN7Y NE'/a NE'/a 21 23 5E 8 King LOT I BLOCK I OF ICNE NAME OF PLAT OR ADDMONl City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to Laker-idge/Sryn-Mawr Water District through an intertie. Emergency interties for exchange of water exists between Renton and the following service areas-- Seattle reas:Seattle and Kent_ DESCRIPTION OI PROPOSED WORKS Well 345 deep, 16" diameter Connection to reservoirs BEGIN PFK)XQ- 8Y YF, UATECaMPEETE PROJECT BY THLS GATE: Started 3 years from permit issuance BACKGROUND WATER Mf! TO FULL USE BY THIS DATE: 6 years from permit issuance The application was received on 2-23-89. It requests 1400gpm (gallons per minute) from a well for Municipal Supply. Notice was published in the Valley Daily News on March 29 and April 5, 1989. No protests were filed within the 30 day protest period. On March 9, 1988 Renton requested a Temporary Permit to drill and test wells located within the Maplewood Golf Course. The Temporary Permit was issued on March 14, 1988. During the time Renton's applications were pending evaluation, several letters of concern were received. The following is a brief summary of the concerns: 1. Seattle Water Department raised questions during the environmental review process of Renton's Water System Plan. They want to know what studies were made to show that wells 1.1 and 17 were not hydraulically linked to the Cedar River and how might the wells and delivery facilities impact Seattle's pipeline in the vicinity. Sam Paffile, area developer, wants Renton to document that additional water is really needed and that the wells will not draw from an aquifer interrelated with the Cedar River. Mr. Paffile also wants Renton to take a serious look at conservation measures to curb additional water acquisitions_ 3. The Muckleshoot Indian Tribe requests a thorough analysis of the interaction between the aquifer in which the wells are developed and flows of the Cedar River. They also want to see better conservation measures. These issues will be addressed in detail later in the report. Renton has complied with SHPA requirements with regard to the development of wells 11 and 17. A Mitigated Declaration of Non Significance was issued by Renton on May 4, 1988. The well covered by this application is known as well # 11. Renton has another pending application on well 11 (GI -24781) filed in 1986 for 1600 gpm. Also pending review is application GI -25397 requesting 3000 gpm from well #17 which is within 50 feet from well 11. As wells I I and 17 are in close proximity and share similar issues, this report will address and evaluate all three applications (G1-24781, G1-25396, and G1-25397) which pertain to the wells. INVESTIGATION Afield visit was conducted on December 20, 1991 by Jerry Liszak, Regional Hydrogeologist, and Janet Jorg of the Northwest Regional Office. Ron Olsen, Utilities Engineer for Renton, and Geof Clayton, Hydrogeologist for Renton's consulting firm of RH2 Engineering, were present during the visit to Renton's well sites located in the Maplewood Golf Course. to for wells 11 and 17 is two miles east of Renton on the north side of Highway 169 (Maple Valley Rd.) Maplewood Golf Course. The applications correctly identify the well locations as being within the NF -1/4 NEI/4 Section 21, Township 23N, Range 5E of King County. Renton's water system provides water to an area of 16 square miles. The current system consists of 6 wells located in the downtown area and one artesian spring. There are 5 metered interties with Seattle for emergency Report Continued supply plus emergency intertie with Kent. Renton has one wholesale customer-Lakeridge Bryn Mawr Water District. Six reservoirs currently provide storage for Renton with another under construction. Applications for wells 11 and 17 are submitted to provide better control of the water supply and more flexibility in operating the system to meet peals demands. Renton holds water rights totaling 14,809 acre-feet per year. The chart below itemizes the existing rights. CERT. NO. SOURCE QUANTITY CONDITIONS S W 463 spring 1035gpm 1600gpm G W 884-D well 170gpm/273 AF 1600gpm G W 886-D well 1040gpm/1676 AF 1600gpm G W 887-D well 1040gpm/838 AF 1600gpm G W 3591 well 1300gpm/2000 AF 1600gpm G W 5834 well 200gpm/320 AF 1600gpm G W 5835 well 1600gpm/2560 AF 1400gpm G W 5836 well 1960gpm/3136 AF total AF supplemental G W 5838 well 960gpm/1536 AF total AF supplemental G W 6775 well 3000gpm/4839 AF 3622.5 AF additional 1216.5 AF supplemental G W 6776 well 500gpm1800 AF G1 -02605C well 1050gpm/1680 AF G1 -24191C well 1300gpm/1040 AF Including the applications currently under evaluation, Renton has the following applications pending. FILE NO. PRIORITY SOURCE QUANTITY G1-24781* 1-2-86 well #11 1600gpm G1-24782 1-2-86 well #12 1600gpm G1-24783 1-2-86 well #10 1600gpm G1-25069 8-4-87 well #16 1600gpm GI -25070 8-4-87 well #15 1600gpm G1-25071 8-4-87 well #14 1600gpm G1-25396* 2-23-89 well #11 1400gpm G1-25397* 2-23-89 well #17 3000gpm enotes applications under evaluation Well development data for wells 11 and 17 is obtained from the well driller's log, pump test results prepared by Geo Engineers Inc., and hydrogeologic report of the Maplewood Golf Course prepared by Pacific Groundwater Group. Well 11 was drilled in August 1988 to a depth of 345 feet by 16 inches in diameter. Well 17 was constructed at the same time to a similar depth (346 feet) but with a larger casing diameter (20 inches). The two wells are 50 feet apart. Regional Hydrogeologist, Jerry Liszak, reviewed data submitted by the applicant's consultants and other pertinent data relating to hydrogeology of the area. His review and report of findings indicate that both wells Report Continued 17 are developed in the same aquifer (referred to as the intermediate aquifer) and are considered a well imilar depth, close proximity, and same aquifer). Quoted in part, the hydrogeologist review states: Wells No. 11 and 17 were each tested using short term step rate and 24 hour constant rate pumping. The test results indicate that the transmissivity of the aquifer is between 45,000 and 60,000 gallons per day per foot of drawdown. The storage coefficient is approximately .005 which indicated the aquifer is confined. A recharge boundary was encountered after approximately 110 minutes of pumping in the 24 hour tests for both wells 11 and 17. Based on this and an understanding of the local geology, the recharge is assumed to be from leaky conditions in the hydrogeologic strata, or the lower permeability zone known as the aquitard, between the shallow and intermediate aquifers. Based on the test results, the recommended pumping rate for Well No. 11 is 2,500 gpm and the recommended pumping rate for Well No. 17 is 1,500 gpm. It is calculated that well interference benvicen the two wells will add between 30 and 50 feet of drawdown in each well depending on pumping rates and duration. Renton has not used either well to date as they are waiting for a decision on the water right applications. If approved, the City will proceed with funding for construction of a pumping station and distribution lines to the wells. Until Regional Water Plans are established as set forth by the Chelan Agreement, Ecology implemented interim policies to address short term water needs of larger public water systems in growth areas. Therefore applications for wells 11 and 17 are considered with respect to Renton's needs up to year 2000_ The long terns water needs for Renton will be evaluated as part of a regional water resources planning process and will be affected by implementation of the Growth Management Act. To evaluate an application for water right, the applicant must provide documentation as to need and availability of water on an instantaneous basis and demonstrate the amount of water needed on an annual basis to satisfy al s. Renton's Comprehensive Water System Plan (released in March 1992) addresses their need to satisfy I went of Health(DOH) peak demand requirements. Renton shows they are 8,577 gpm short of DOH re,__rements, thus the instantaneous quantities associated with wells 11 and 17 are requested to reduce deficiencies. The Water System Plan doesn't address needs based on actual consumption per capita or yearly consumption rates. By request, Renton provided water consumption figures for 1989 and 1991 which show they used less than 8,000 af/yr (acre feet per year). The population for 1991 as reported to D011 was 35,360 and the number of connections was 11,735. Figuring current consumption (8000 af/yr) plus adding annual growth rate of 1.8%'0 (from King County Annual Growth Report for Renton area) up to tate year 2000 places the annual quantity at 9088 acre-feet which is below the yearly amount already granted by existing rights (14,809 acre-feet). Therefore the applications concerning wells 11 and 17 will not be considered for any additional annual quantity. Ecology's interim policies do allow public water systems to increase the ability and flexibility of the systems to meet demands within existing yearly amounts for that interim period until regional water resources plans are accepted. Ecology will monitor Renton's consumption and growth over the next six to eight years for possible adjustments through future permitting actions. As well 11 is recommended for a reduced quantity of 2500 gpm, the quantities considered for the applications pertaining to well: 11 are 1600 gpm for G1-24781 and 900 gpm for G1-25396. Application GI -25397 for well 17 will be considered for a reduced quantity of 1500 gpm. The yearly volume that could be pumped from each application would be calculated at 70% of continuous pumping, with the stipulation that total withdrawal from all Renton's sources could not exceed the city's existing water right certificates (14,809 of/yr). Ecology's interim policies also require public water systems to make the maximum use of conservation. Renton's current conservation plan identifies a 6.5% reduction in water use with implementation of the various components. Many measures are already in effect with the remainder scheduled for implementation within the coming year. The conservation plan and implementation is consistent with Ecology's Interim Guidelines for Public Water Systems. Ecology needs to monitor the effects of conservation measures on water consumption ov next few years. Review of office records indicates three downstream rights on the Cedar River which total 3.02 cfs (cubic feet per second). One right was issued to Northwest Water Co. in the amount of 1.0 cfs for the community of Kenneydale, which is now served by Renton. Report Continued Field and office investigation show no wetlands in the area that would be adversely affected by the proposed withdrawals from wells 11 and 17. CONSIDERATION OF OBJECTIONS All three proponents submitting concerns on Renton's new applications request analysis of interaction between wells 11 and 17 and flows in the Cedar River. The hydrogeologist's review indicates that wells 11 and 17 should be considered in hydraulic continuity with the Cedar River. The wells are developed in the semi -confined intermediate aquifer and pumping from the wells will induce leakage form the unconfined shallow aquifer. As rate of leakage has not been quantified, our hydrogeologist recommends long term monitoring of the shallow and intermediate aquifers. Renton must show that pumping the wells will not decrease Cedar River flows to be in compliance with the intent of the Cedar- Sammamish Instream Resource Protection Program (WAC 173-508). Renton would be required to prepare an interim management plan detailing procedures for monitoring pumping and assuring that flows in the river are not decreased by the use of wells 11 and 17. The plan would need to be approved by Water Resources prior to beneficial use of water from the wells. An ongoing management plan would be required before a certificate of water right could issue. To aid monitoring of Cedar River flows, the USGS gage 12114000 located in downtown Renton would be permanently maintained plus Renton would be required to establish and permanently maintain at least two additional upstream gaging stations- one in the Narrows area downstream of the golf course and another gaging station upstream of the influence of the Maplewood Golf Course aquifers. A second issue raised is whether Renton really needs additional water rights. As earlier stated in the report Renton is not currently meeting DOH peak flow requirements; therefore Renton does need additional water rights for peak instantaneous quantities. Approval of the applications for wells 11 and 17 would help Renton toward meeting DOH requirements. Renton would also have the flexibility to better manage their entire system for peals daily demands while providing alternate sources of water should contamination occur in the downtown well field. Our analysis indicates that Renton has been granted sufficient water rights in terms of annual quantities to meet consumption demands beyond the year 2000. Consequently the applications covering wells 11 and 17 are only being considered for additional instantaneous quantities and not additional annual quantities. A third concern involves Renton's Comprehensive Water System Plan and Conservation Plan. It is felt that Renton is not conserving water to offset the need for additional water. Renton has provided information showing that conservation measures have and are being implemented which will reduce but not completely eliminate the need for additional water_ The water system plan illustrates the effect of full conservation implementation on reduction of water consumption. In evaluating the applications for wells 11 and 17, instantaneous quantities and total consumption figures used to forecast Renton's needs until the year 2000 were based on average daily demands including aggressive conservation measures_ Approval of Renton's applications would carry conditions to monitor actual consumption quantities, population, and service connections to be analyzed prior to certificate of water right issuance for effective conservation implementation and growth projections. In order to approve an application for permit, the following tests must be met: water is available for appropriation, water must be for a beneficial use, water use is not detrimental to public interest, and the use will not adversely affect existing rights. Taking into account the concerns expressed by the City of Seattle, Mr. Paffile, and the Muckleshoot Indian Tribe all four tests are answered in the affirmative_ The quantities as recommended in this report are adequately conditioned to assure protection of existing rights including instream flows and to assure that the proposed use will not be detrimental to the public interest. The pump tests show water is available for appropriation and that the use for municipal supply is a beneficial use. CONCLUSION In accordance with Section 90.03 (and 90.44 RCW), I find that there is water available for this beneficial appropriation from the source in question and the appropriation as recommended will not impair existing rights or be detrimental to the public welfare. Therefore, permit should issue subject to existing rights and indicated provisions. RECOMMENDATIONS A permit should issue for a reduced quantity of 900 gprn (1008 acre feet per year based on 70% continuous pumping and not cumulative to existing held rights) from a well (#11) for municipal supply. Report Continued 1 annual withdrawal from this allocation (GI -25396) and all rights held by Renton shall not exceed 14,809 feet. An approved measuring device shall be installed and maintained in accordance ,01i RCW 90.03.360, WAC 508- 64-020 through WAC 508-64-040 (Installation operation and maintenance requirements attached hereto). Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. See enclosed form. Static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NW12O) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. See enclosed form. Renton shall monitor the shallow and intermediate aquifers at least monthly to determine the best approach for maintaining Cedar River flows in the reach associated with the Maplewood Golf Course aquifers. The USGS gage I2II9000 (located in downtown Renton) shall be permanently maintained plus Renton shall establish and permanently maintain a least two additional upstream gaging stations- one in the Narrows area downstream of the golf course and another gaging station upstream of the influence of the Maplewood Golf Course aquifers. Renton shall notify the Department of Ecology NWRO Water Resources whenever a decrease in Cedar River flows is recorded between the upstream gage and any subsequent downstream gage. Prior to use of waters from the new wells, the gaging stations shall be in operation and an interim management plan detailing procedures for monitoring pumping and assuring that flows in the Cedar River are not decreased from pumping shall be submitted to lO Water Resources and approved. A long term management plan shall be submitted to NWRO Water Resources after 3 years of operating under the interim plan. The final management plan shall be approved by Water Resources prior to issuance of a certificate of water right. This permit is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Regarding Water Use Reporting, Demand Forecastine Methodoloi*v and Conservation Programs, July 1990, which are attached. An estimate of water conservation savings as a percent reduction in average daily per capita consumption shall be provided to NWRO Water Resources. This estimate of water conservation savings will be replaced by evidence of actual water use reduction before a final water right certificate will be issued by the Department. A certificate of water right will not be issued until a final investigation is made. As part of the investigation Renton shall submit collected data (as outlined in the Interim Guidelines) to this office. REPORT BY: DATE: 51 AIL VF VVAt;hINUIVIN DEPARTMENT OF ECOLOGY PERMIT TO APPROPRIATE PUBLIC WATERS OF THE STATE OF WASHINGTON Surface Water 1--d In accordance with the pqa .Io of Cheplee 117, Lw of WmWaato foe 1917, and amandmanM Haab, and "odes and mgulatx%al db Depadm.nf f Ec $.gy I G round Water Iia9 d I, __,der 4 w m. Pio i� Cb", 2W. La d Washinglon far 1945, end amendment. theeeW, and tlw f4k9 and mQuladm2 Of X the 06pwtl t d Ecology.) PRUOFM DATE APPLICATION NUMBER PERMIT NUMBER CERnMATE NUMBER January 2, 1986 G1-24782 G1-24782 P NAME City of Renton Public Works Attn: Ron Olsen ADDRESS (sTREETI IaryY 1srATp op CODE) 200 Mill Avenue South Renton Washington 98055 The applicant is, pursuant to the Report of Examination which has been accepted by the applicant, hereby granted a permit to appropriate the following described public waters of the State of Washington, subject to existing rights and to the limitations and provisions set out herein. PUBLIC WATERS TO BE APPROPRIATED BDURGE Well #12 TRIBUTARY OF (IF SURFACE WATEfk-) MA)CMUM CUM FEET PER SECONO MAMMUM 3AIICN5 PER MINUTE MAXNUM ACRE -FEEL PER YEAR 1600 1792' GUANTITY, TYPE OF USE, PERM OF USE Municipal Supply "Total annual withdrawal from this allocation and all rights held by Renton shall not exceed 14,809 acre-feet. LOCATION OF DIVERSIONIWITHDRAWAL APPRD)UMATE LOCAMN OF DIVERSUN--WITXDFt4WAL LOCATED WVTHhN (SMALLEST LEGAL SUBDCVSION) SECTION TOWNs"IP N I RANGE, �E. Ce W.I W.M. WRIA, I COUNTY SF%4 SE'/4 16 23 8 King LOT I BLOCK 113F (GIVE NAME OF PLAT OR AOMION) City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to LakeridgeBryn-Mawr Water District through an intertie- Fmergency interties for exchange of water exists between Renton and the following service areas: Seattle and Kent. PERMIT DESCRIPTION OF PROPOSED WORKS BEGIN PFIDJECr 9Y TNR DATE: I CZMJPLETE PROJECT BY THIS DATE: WATER Ptff TO PLtt USE BY THIS DATE, September 30, 1993 September 30, 1995 September 30, 1998 — — PROVISIONS Total annual withdrawal from this allocation (G1-24782) and all rights held by Renton shall not exceed 14,809 acre feet. The amount of water granted is a maximum limit that shall not be exceeded and the water user shall be entitled only to that amount of water within the specified limit that is beneficially used and required for the actual crop grown on the number of acres and place of use specified. A well log of the completed well shall be submitted by the driller to the Department of Ecology w7thin thirty (30) days of completion of this well. This well log shall be complete and all information concerning the static water level in the completed well, in addition to any pump test data, shall be submitted as it is obtained. Installation and maintenance of an access port as described in Ground Water Bulletin No. 1 is required. An air line and gauge may be installed in addition to the access port. All water wells constructed within the state shall meet the minimum standards for construction and maintenance as provided under RCW 18.104 (Washington Water Well Construction Act of 1971) and Chapter 173-160 WAC (Minimum Standards for Construction and Maintenance of Water Wells). tic water level (SWL) shall be measured at least once each month. Measurements shall be taken after the ip has been shut off and the water level in the well has been stabilized. The data shall be maintained and de available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. form_ An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508- 64-020 through WAC 508-64-040. Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request_ The aquifer test shall be conducted under the supervision of a professional ground water consultant. The well shall be tested at a constant rate no less than the maximum design rate at which the well source will be used. WRIS Information Bulletin 30 shall be used as a guideline for designing and conducting the aquifer test. For water table aquifers, pumped water produced during the test shall be routed away from all wells and discharged such that this water will not recharge the drawdown cone during the test. Pumping during the test shall be conducted for a minimum of 24 hours, with stabilization of the pumping well water level occurring for at least the last 4 of those hours. Stabilization is defined as a drop in water level of less than or equal to 0.1 feet drawdown per hour during pumping. For water table (unconfined) aquifer conditions, the test shall be conducted for 72 hours or until a minimum of 4 hours of drawdown has been detected in an observation well, whichever is shorter. At the completion of pumping, recovery data shall be collected from all wells until the pumped well achieves either 95% recovery, or its water level is within 0.5 feet of static water level, whichever takes longer. The test must be designed and conducted to determine the following: a. The distance and time drawdown response within the producing aquifer to the proposed ground water withdrawal. To accomplish this, an observation well completed in the same aquifer and within a reasonable distance, shall be shut off and monitored for drawdown and recovery during the aquifer test. b. Aquifer transmissivity. c. Aquifer storage coefficient or specific yield. 0c 1 —' - n e-- rq an7a� D Provisions Continued d. The effect of the proposed groundwater withdrawal on existing groundwater and surface water users. This shall include the potential effect of the withdrawal on local wetlands, springs, streams and lakes. Specifically it must be shown that the proposed ground water withdrawal will have no effect upon Cedar River flows. The following outlines sampling and analysis requirements specified by the Washington State Department of Health. This section has been included to decrease the likelihood that applicants will need to perform a second test in order to comply with requirements of that agency. Water samples must be collected from the well using proper sampling procedures and analyzed by a laboratory certified by the Department of Health- A water sample shall be collected within the last 15 minutes of pumping and analyzed for the water quality test(s) outlined below, as well as any other required by the Department of Health. TWe of system Group A Public Water System Group B Public Water System Test required Complete Inorganic Chemical Radionuclide Volatile Organic Chemical(VOC) Bacteriological Complete Inorganic Chemical Volatile Organic Chemical(VOC) Bacteriological Results of these laboratory analyses should be held by the applicant until requested by the Department of Health. Results need not be included in the completion report sent to the Department of Ecology. When aquifer testing is complete, the data shall be analyzed and all pertinent information compiled into a completion report submitted to the Department of Ecology, Northwest Regional Office. This report shall address the concerns in Item 5 above and include the following: a. A well construction report (well log) for the pumping well and all monitoring wells. This must include the total depth and screened interval depths for all wells, as well as the pump intake depth for the pumping well. b. Distance, to the nearest foot, from the pumping well to each observation well and a map indicating all well locations. c. Copies of the field data sheets and a discussion of the methods and calculations employed during determination of aquifer characteristics. d. Land surface elevations for all measuring points and method used for determining. Renton shall monitor the shallow and intermediate aquifers at least monthly to determine the best approach for maintaining Cedar River flows in the reach associated with the Maplewood Golf Course aquifers. The USGS gage 12119000 (located in downtown Renton) shall be permanently maintained plus Renton shall establish and permanently maintain a least two additional upstream gaging stations- one in the Narrows area downstream of the golf course and another gaging station upstream of the influence of the Maplewood Golf Course aquifers. Renton shall notify the Department of Ecology NWRO Water Resources whenever a decrease in Cedar River flows is recorded between the upstream gage and any subsequent downstream gage. Prior to use of waters from the new wells, the gaging stations shall he in operation and an interim management plan detailing procedures for monitoring pumping and assuring that flows in the Cedar River are not decreased from pumping shall be submitted to NWRO Water Resources and approved. A long term management plan shall be submitted to NWRO Water Resources after 3 years of operating under the interim plan. The final management plan shall be approved by Water Resources prior to issuance of a certificate of water right. PERMIT -a- No. G1-24782 P Provisions Continued This permit is subject to the implementation of the minimum requirements established in the Interim Guidelines ublic Water S stems Re ardifig Water Use Reporting, Demand Forecastin Methodolon and Conservation rams, July 1990. An estimate of water conservation savings as a percent reduction in average daily per capita consumption shall be provided to NWRO Water Resources. This estimate of water conservation savings will be replaced by evidence of actual water use reduction before a final water right certificate will be issued by the Department. A certificate of water right will not be issued until a final investigation is made. As part of the investigation Renton shall submit collected data (as outlined in the Interim Guidelines) to this office. This permit shall be subject to cancellation should the permittee fail to comply with the above development schedule and/or fail to give notice to the Department of E'calogy on forms provided by that Department documenting such compliance_ Given under my hand and the seal of this office at Bellevue, Washington, this 301h day of September, 1992. Department of Ecology ENGINEERING DATA �OK by StephenJ.Hirsc���r Resources DEPARTMENT OF ECOLOGY REPORT OF EXAMINATION TO APPROPRIATE PUBUG WATERS OF THE STATE OF WASHINGTON ❑ Surface Water Q"ued In ame dawns with the pn.,.l%w of Chaytar 717. Lew of Wuhingtw for 1817, and —dm m thelete, the m(w aW requWjt aF H. aeporo —4 d Em".) FX Ground Water *"OeP i d in t d— wM the pfW610rn of Ch", 283, L� of W—N gm for teas, er4 eueenynwmb thwew, and tlw .0 - —d eyu .ions d the E .1 PAK"rY PATE APPLICATION HUMBER K#NW NUMBER OEATIMCATE NUMBER January 2, 1986 G1-24782 NA E City of Renton Public Works Attn: Ron Olsen ^DFT-gS OTREET) 4crm (srAM (71P 00M 200 Mill Avenue South Renton _ „a Washington „98055 PUBLIC WATERS TO BE APPROPRIATED SOURCE Well #12 PF SURFACE WATERS] MMMUM CUBIC FEET PER SECOND M&MWM CAU.0W PER MINUTE MAIBMUM ACWFE£f PER YEAR 1600 1792* OF USE Municipal Su ply *Total annual withdrawal from this allocation and all rights held by Renton shall not exceed 14,809 acre-feet. LOCATION OF DiVERSIONMIBJDRAWAL APPRC%IMATE LOCATION & 5V-9FGCN-WTH0flAVyAL LOCATED W1TKN (SMALLEST LEGAL SUBDfMK N1 SECTION TOWNSRP m I FLANGE. FE. OR W.F W.M. W.R.LA 30UNTY SEPIIA SE% 16 23 8 King RECORDED PLATTED PROPERTY LAT BLACK I OF (GfVE NAME OF PLAT OR ADORION) City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to L.akeridge/Bryn-Mawr Water District through an intertie. Emergency interties for exchange of water exists between Renton and the following service areas: Seattle and Kent. REPORT OF EXAMINATION DESCRIPTION OF PROPOSED WORKS BEGIN PFGJECT BY THIS DATE: PROXCT 9Y THIS DATE: WATER PUT YO PULL USE BY THIS DATE: 1 year from permit issuance 3 years from permit issuance 6 years from permit issuance REPORT \ The application was received on 1-2-86. It requests 1600 gpm (gallons per minute) from a well for Municipal Supply. Notice was published in the Valle Daily -News on February 7 and 14, 1986. No protests were filed within the 30 day protest period. The well covered by this application is known as well #12. Renton has submitted eight applications which are pending. This report will cover the issues involving five of the applications dealing with wells 10, 11, 12, and 17 as they reflect similar conditions. On March 9, 1988 Renton requested a Temporary Permit to drill and test wells located within the Maplewood Golf Course. The Temporary Permit was issued on March 14, 1488. During the time Renton's applications were pending evaluation, several letters of concern were received. The following is a brief summary of the concerns: Seattle Water Department raised questions during the environmental review process of Renton's Water System Plan. They want to know what studies were made to show that the Maplewood Golf Course wells were not hydraulically Iinked to the Cedar River and how might the wells and delivery facilities impact Seattle's pipeline in the vicinity. Sam Paffile, area developer, wants Renton to document that additional water is really needed and that the wells will not draw from an aquifer interrelated with the Cedar River. Mr. Paffile also wants Renton to take a serious look at conservation measures to curb additional water right acquisitions. The Muckleshoot Indian Tribe requests a thorough analysis of the interaction between the aquifer in which the wells are developed and flows of the Cedar River. They also want to see better conservation measures. These issues will be addressed in detail later in the report. Renton has complied with SEPA requirements with regard to the development of wells 10,11,12, and I7. INVESTIGATION A field visit was conducted on December 20, 1491 by Jerry Liszak, Regional Hydrogeologist, and Janet Jorg of the Northwest Regional Office. Ron Olsen, Utilities Engineer for Renton, and Geof Clayton, Hydrogeologist for Renton's consulting firm of RH2 Engineering, were present during the visit to Renton's well sites located in the Maplewood Golf Course. The site for well 12 is two miles east of Renton on the north side of Highway 169 (Maple Valley Rd.) in the Maplewood Golf Course. The well location described on the application correctly identified as being within the SEIJ4 SEI/4 of Section 16, Township 23N, Range 5E in King County. n's water system provides water to an area of 16 square miles. The current system consists of 6 wells 1_—ed in the downtown area and one artesian spring. There are 5 metered interties with Seattle for emergency supply plus emergency intertic with Kent_ Renton has one wholesale customer-Lakeridge Bryn Mawr Water District. Six reservoirs currently provide storage for Renton with another under construction nrnnnr nr rw�+u•i�rn+� n .�„ n. n•�nn Report Continued Applications for wells 10, 11, 12, and 17 are submitted to provide better control of the water supply and more flexibility in operating the system to meet peak demands. Renton holds water rights totaling 14,804 acre-feet per year. The chart below itemizes the existing rights. CERT. NO. SOURCE QUANTITY CONDITIONS S W 463 spring 1035gpm 1600gpm G W 984-D well 170gpm/273 AF 1600gpm G W 886-D well 1040gpm/1676 AF 1600gpm G W 887-D well 1040gpm/838 AF 1600gpm G W 3591 well 1300gpm/2000 AF 1600gpm G W 5834 well 200gpm/320 AF 1600gpm G W 5835 well 1600gpm/2560 AF 1400gpm G W 5836 well 1960gpm/3136 AF total AF supplemental G W 5838 well 960gpm/1536 AF total AF supplemental G W 6775 well 3000gpm/4839 Al~ 3622.5 AF additional 1216.5 AF supplemental G W 6776 well 500gpm/800 AF G1 -02605C well 1050gpm/1680 AF- FG1-24191C GI-24191C well 1300gpm/1040 AF Including the applications currently under evaluation, Renton has the following applications pending. FILE NO. I PRIORITY SOURCE QUANTITY G1-24781* 1-2-86 well #11 1600gpm G 1-24782* 1-2-86 well #12 1600gpm GI -24783* 1-2-86 well #10 1600gpm G1-25069 8-4-87 well #16 1600gpm G1-25070 8-4-87 well #15 1600gpm G1-25071 8-4-87 well #14 1600gpm G1-25396* 2-23-89 well #11 1400gpm G1-25397* 2-23-89 well #17 3000gpm enotes appitcattons under evaluation Regional Hydrogeologist, .ferry Liszak, reviewed data submitted by Renton's consultants, RH2 Engineers, Geo - Engineers Inc., and Pacific Groundwater Group along with other pertinent data concerning hydrogeology of the Maplewood Go9If Course area. His report of findings indicate there are three aquifers identified within the Maplewood Golf Course. A shallow or unconfined upper water table aquifer can be encountered to depths of 50 feet. Two deeper confined aquifers (known as the intermediate and the deep aquifers) occur at different locations within the golf course but they arc not superimposed over each other. The unconfined water table and intermediate aquifers are separated by a leaky aquitard making the intermediate aquifer semi -confined. The deep aquifer is encountered at the eastern end of the golf course and is a highly pressurized artesian aquifer. Exploratory drilling and testing did not encounter the deep aquifer under the intermediate aquifer in vicinity of well 11 or 17 or the observation well (OBW-1) nor was the intermediate aquifer encountered in the vicinity of the deep aquifer. Wells 10 and 12 are to be developed in the intermediate aquifer also. Recorded hydrostatic pressures of wells tapping the intermediate aquifer indicate no hydraulic connection with the deep Report Continued a^uifer. Wells 11 and 17 were drilled and developed in the intermediate aquifer. Well 11 was drilled to a depth 5 feet and well 17 was drilled to a depth of 346 feet. Based on the information obtained from the observation well (OBW-1) and wells 11 and 17 indicating water is available, Renton plans to drill well 10 and 12 near OBW-1 to be developed in the intermediate aquifer far a maximum quantity of 1600 gpm from each well. Approval of this application would carry conditions for proper well construction and adequate testing. Until Regional Water Plans are established as set forth by the Chelan Agreement, Ecology implemented interim policies to address short term water needs of larger public water systems in growth areas. Therefore applications for wells 10, 11, 12, and 17 are considered with respect to Renton's needs up to year 2000. The long term water needs for Renton will be evaluated as part of a regional water resources planning process and will be affected by implementation of the Growth Management Act. To evaluate an application for water right, the applicant must provide documentation as to need and availability of water on an instantaneous basis and demonstrate the amount of water needed on an annual basis to satisfy all uses. Renton's Comprehensive Water System Plan (released in March 1992) addresses their need to satisfy Department of Health(DOH) peak demand requirements. Renton shows they are 8,577 gpm short of DOH requirements, thus the instantaneous quantities associated with wells 10,11, 12, and 17 are requested to reduce deficiencies. The Water System Plan doesn't address needs based on actual consumption per capita or ,yearly consumption rates. By request, Renton provided water consumption figures for 1989 and 1991 which show they used less than 8,000 af/yr (acre feet per year). The population for 1991 as reported to DOH was 35,360 and the number of connections was 11,735. Figuring current consumption (8000 aflyr) plus adding annual growth rate of 1.8% (from King County Annual Growth Report for Renton area) up to the year 2000 places the annual quantity at 9088 acre-feet which is below the yearly amount already granted by existing rights (14,809 acre-feet). Therefore the applications concerning wells 10, 11, 12, and 17 will not be considered for any additional annual quantity. Ecology's interim policies do allow public water systems to increase the ability and flexibility of the systems to meet demands within existing y amounts for that interim period until regional water resources plans are accepted. Ecology will monitor ton's consumption and growth over the next six to eight years for possible adjustments through future permitting actions. As well 11 is recommended for a reduced quantity of 2500 gpm, the quantities considered for the applications pertaining to well 11 are 1600 gpm for G1-24781 and 900 gpm for G1-25396. Application GI -25397 for well 1.7 will be considered fora reduced quantity of 1500 gpm. Application G1-24783 for well 10 is considered for a maximum quantity of 1600 gpm and application G1-24782 for well 12 is considered for a maximum of 1600 gpm. The yearly volume that could be allocated from each application would be calculated at 70/0 of continuous pumping, with the stipulation that total withdrawal from all Renton's sources could not exceed the city's existing water right certificates (14,809 affyr). Ecology's interim policies also require public water systems to make the maximum use of conservation. Renton's current conservation plan identifies a 6.5% reduction in water use with implementation of the various components. Many measures are already in effect with the remainder scheduled for implementation within the corning year. Tice conservation plan and implementation is consistent with Ecology's Interim Guidelines for Public Water Systems. Ecology needs to monitor the effects of conservation measures on water consumption over the next few years. Review of office records indicates three downstream rights an the Cedar River which total 3.02 c€s (cubic feet per second). One right was issued to Northwest Water Co. in the amount of 1.0 cfs for the community of Kenneydale, which is now served by Renton. Field and office investigation show no wetlands in the area that would be adversely affected by the proposed withdrawals from well 12. CONSIDERATION OF OBJECTIONS ree proponents submitting concerns on Renton's new applications request analysis of interaction between Iaplewood Golf Course wells and flows in the Cedar River. The hydrogeologist's review indicates that wells 10, 11, 12, and 17 should be considered in hydraulic continuity with the Cedar River. The wells are developed in the semi -confined intermediate aquifer and pumping from the wells will induce leakage from the unconfined shallow aquifer. As rate of leakage has not been quantified o C.r%ov nC CVA%I11,1hT1nA1 -A_ No n1_'U7A'i Report Continued and the interrelationship is complex, our hydrogeologist recommends long term monitoring of the shallow and intermediate aquifers. Renton must show that pumping the wells will not decrease Cedar River flows to be in compliance with the intent of the Cedar-Sammamish Instream Resource Protection Program (WAC 173-508). Renton would be required to prepare an interim management plan detailing procedures for monitoring pumping and assuring that flows in the river are not decreased by use of wells 10, 11, 12, and IT The plan would need to be approved by Water Resources prior to beneficial use of water from the wells. An ongoing management plan would be required before a certificate of water right could issue. To aid monitoring of Cedar River flows, the USGS gage 12119000 located in downtown Renton would be permanently maintained plus Renton would be required to establish and permanently maintain at least two additional upstream gaging stations- one in the Narrows area downstream of the golf course and another gaging station upstream of the influence of the Maplewood Golf Course aquifers. A second issue raised is whether Renton really needs additional water rights. As earlier stated in the report Renton is not currently meeting DOH peak flow requirements; therefore Renton does need additional water rights for peak instantaneous quantities. Approval of the applications for wells 10, 11, 12, and 17 would help Renton toward meeting DOH requirements. Renton would also have the flexibility to better manage their entire system for peak daily demands while providing alternate sources of water should contamination occur in the downtown well field. Our analysis indicates that Renton has been granted sufficient water rights in terms of annual quantities to meet consumption demands beyond the year 2000. Consequently the applications covering wells 10, 11, 12, and 17 are only being considered for additional instantaneous quantities and not additional annual quantities. A third concern involves Renton's Comprehensive Water System Plan and Conservation Plan. It is felt that Renton is not conserving water to offset the need for additional water. Renton has provided information showing that conservation measures have and are being implemented which will reduce but not completely eliminate the need for additional water. The water system plan illustrates the effect of full conservation implementation on reduction of water consumption. In evaluating the applications for wells 10, 11, 12, and 17, instantaneous quantities and total consumption figures used to forecast Renton's needs until the year 2000 were based on average daily demands including aggressive conservation measures. Approval of Renton's applications would carry conditions to monitor actual consumption quantities, population, and service connections to be analyzed prior to certificate of water right issuance for effective conservation implementation and growth projections. In order to approve an application for permit, the following tests must be met: water is available for appropriation, water must be for a beneficial use, water use is not detrimental to public interest, and the use will not adversely affect existing rights. Taking into account the concerns expressed by the City of Seattle, Mr. Paffile, and the MuckIeshoot Indian Tribe all four tests are answered in the affirmative. The quantities as recommended in this report are adequately conditioned to assure protection of existing rights including instream flows and to assure that the proposed use will not be detrimental to the public interest. The tests conducted on observation wells, and wells 11 and 17, show water is available for appropriation and that the use for municipal supply is a beneficial use. CONCLUSION In accordance with Section 90.03 (and 90.44 RCW), I find that there is water available for this beneficial appropriation from the source in question and the appropriation as recommended will not impair existing rights or be detrimental to the public welfare. Therefore, permit should issue subject to existing rights and indicated provisions. A permit should issue for well 12 for a maximum quantity of 1600 gpm 1792 aflyr (based on 70% continuous pumping) and not cumulative to existing rights for municipal supply. Total annual withdrawal from this allocation (G1-24782) and all rights held by Renton shall not exceed 14,809 acre feet. The amount of water granted is a maximum limit that shall not be exceeded and the water user shall be entitled only to that amount of water within the specified limit that is beneficially used and required for the actual crop grown on the number of acres and place of use specified. A well log of the completed well shall be submitted by the driller to the Department of Ecology within thirty (30) days of completion of this well. This well log shall be complete and all information REPORT OF EXAMINATION -5- No. GI -24782 Report Continued concerning the static water level in the completed well, in addition to any pump test data, shall be submitted is obtained. Installation and maintenance of an access port as described in Ground Water Bulletin No. 1 is required. An air line and gauge may be installed in addition to the access port. All water wells constructed within the state shall meet the minimum standards for construction and maintenance as provided under RCW 18.104 (Washington Water Well Construction Act of 1971) and Chapter 173-160 WAC (Minimum Standards for Construction and Maintenance of Water Wells). Static water level (SWI-) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request_ However, Ecology's Water Resources Section (NWRG) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. See enclosed form. An approved measuring device shall be installed and maintained in accordance with RCW 90.03,360, WAC 508- 64-020 through WAC 508-64-040 (Installation o eratian and maintenance re uirements attached hereto). Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. See enclosed form, The aquifer test shall be conducted under the supervision of a professional ground water consultant. The well shall be tested at a constant rate no less than the maximum design rate at which the well source will be used. WRIS Information Bulletin 30 (copy enclosed) shall be used as a guideline for designing and conducting the aquifer test. For water table aquifers, pumped water produced during the test shall be routed away from all wells and discharged such that this water will not recharge the drawdown cone during the test. Pumping during the test shall be, conducted for a minimum of 24 hours, with stabilization of the pumping well level occurring for at least the last 4 of those hours. Stabilization is defined as a drop in water level of han or equal to 0.1 feet drawdown per hour during pumping. For water table (unconfined) aquifer conditions, the test shall be conducted for 72 hours or until a minimum of 4 hours of drawdown has been detected in an observation well, whichever is shorter. At the completion of pumping, recovery data shall be collected from all wells until the pumped well achieves either 95% recovery, or its•water level is within 0.5 feet of static water level, whichever takes longer. The test must be designed and conducted to determine the following: a. The distance and time drawdown response within the producing aquifer to the proposed ground water withdrawal. To accomplish this, an observation well completed in the same aquifer and within a reasonable distance, shall be shut off and monitored for drawdown and recovery during the aquifer test. b. Aquifer transmissivity. C, Aquifer storage coefficient or specific yield. d. The effect of the proposed ground water withdrawal on existing ground water and surface water users. This shall include the potential effect of the withdrawal on local wetlands, springs, streams and lakes. Specifically it must be shown that the proposed ground water withdrawal will have no effect upon Cedar River flows_ The following outlines sampling and analysis requirements specified by the Washington State Department of Health. This section has been included to decrease the likelihood that applicants will need to perform a second test in order to comply with requirements of that agency. samples must be collected from the well using proper sampling procedures and analyzed by a laboratory certified by the Department of Health. A water sample shall be collected within the last 15 minutes of pumping and analyzed for the water quality test(s) outlined below, as well as any other required by the Department of Health. GCReIRT np, CVAkA1h1ATknh1 Report Continued ae of system Group A Public Water System Group B Public Water System. Test required Complete Inorganic Chemical Radionuclide Volatile Organic Chemical(VOC) Bacteriological Complete Inorganic Chemical Volatile Organic Chemical(VOC) Bacteriological Results of these laboratory analyses should be held by the applicant until requested by the Department of Health. Results need not be included in the completion report sent to the Department of Ecology. When aquifer testing is complete, the data shall be analyzed and all pertinent information compiled into a completion report submitted to the Department of Ecology, Northwest Regional Office. This report shall address the concerns in Item 5 above and include the following: a- A well construction report (well log) for the pumping well and all monitoring wells. This must include the total depth and screened interval depths for all wells, as well as the pump intake depth for the pumping well. b. Distance, to the nearest foot, from the pumping well to each observation well and a map indicating all well locations. C. Copies of the field data sheets and a discussion of the methods and calculations employed during determination of aquifer characteristics. d. Land surface elevations for all measuring points and method used for determining. Renton shall monitor the shallow and intermediate aquifers at least monthly to determine the best approach for maintaining Cedar River flows in the reach associated with the Maplewood Golf Course aquifers. The USGS gage 12119000 (located in downtown Renton) shall be permanently maintained plus Renton shall establish and permanently maintain a least two additional upstream gaging stations- one in the Narrows area downstream of the golf course and another gaging station upstream of the influence of the Maplewood Golf Course aquifers. Renton shall notify the Department of Ecology NWRO Water Resources whenever a decrease in Cedar River flows is recorded between the upstream gage and any subsequent downstream gage. Prior to use of waters from the new wells, the gaging stations shall be in operation and an interim management plan detailing procedures for monitoring pumping and assuring that flows in the Cedar River are not decreased from pumping shall be submitted to NWRO Water Resources and approved. A long terns management plan shall be submitted to NWRO Water Resources after 3 years of operating under the interim plan. The final management plan shall be approved by Water Resources prior to issuance of a certificate of water right. This permit is subject to the imp'.ementatien of the minimum requirements established in the Interim Guidelines for Public Water Systems Regarding Water Use Reporting, Demand Forecasting Methodology and Conservation Programs, July 1990, which are attached. An estimate of water conservation savings as a percent reduction in average daily per capita consumption shall be provided to NWRO Water Resources. This estimate of water conservation savings will be replaced by evidence of actual water use reduction before a final water right certificate will be issued by the Department. =DnOT nc rYbhAINATinN •7- No. G1-24762 Report Continued A certificate of water right will not be issued until a final investigation is made. As part of the investigation n shall submit collected data (as outlined in the Interim Guidelines) to this office. DATE: REPORT BY: �. I� STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PERMIT TO APPROPRIATE PUBLIC WATERS OF THE STATE OF WASHINGTON ❑ Surface Water O -UW In accordance wan n. p-,10 a d Chapter 117. laws a Washington rot 1917, end a Mm t. mcnaln, and the nye and ro9ulabom d the DeparbYa A of Ed Iogy.) Ground Water RX O . condaE .ith eh. p .kF d Chepfe, 267. Le d WaahIMW I'm IW. e d MMe d t. 11—to, vM m r Io, any mgul&" a U gy PI#UPTT'( DATE APPUCATIOFI NUMBERPE'" NUMBER CEFTTIFICATE NUMBER February 23, 1989 G1-25397 G1-25397 P NAME City of Renton Public Works Attn: Ron Olsen ADL7RESS (BTREE0 (C" 13TATP Ii1 OOM 200 Mill Avenue South Renton Washington 98055 The applicant is, pursuant to the Report of Examination which has been accepted by the applicant, hereby granted a permit to appropriate the following described public waters of the State of Washington, subject to existing rights and to the limitations and provisions set out herein. PUBLIC WATERS TO BE APPROPRIATED SOURCE Well #17 rRIBUTARY OF OF SOFFACE WATER" MAXIMUM CUBIC FEET PER $ECONO MAXWUM GALLONS PER MINUTE MAXLMUM ACRE-FEET PER YEAR 1500 1680* QUANTttY, TYPE OF USE, PEfaOO OF USE Municipal su ply *Total annum withdrawal from this allocation and all water rights held by Renton shall not exceed 14,809 acre-feet. LOCATION OF DIVERSIONANITHORAWAL APPROXIMATE LOCATION OF ONERSION--wmy[�4waL __ __—�—• 450 feet west and 450 feet south from the northeast corner of Section 21. WCATE0 WRHIN (SMALLEST LEGAL SUSDIVISIONI I SECTION TOWNSnP N. RANGE. (E. OR W.) W.M. W.R.I.A COUNTY NEt/a NE%a 21 23 5E $ 1 King LAT I BLOCK I of IGrvE NAME OF PLAT OR AMMOM City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to LakeridgeBryn-Mawr Water District through an intertie. Emergency interties for exchange of water exists between Renton and the following service areas: Seattle and Kent. PPAUIT DESCRIPTION OF PROPOSED WORKS Well 346 feet deep, 20 inch diameter BEOW PROJECT BY THIS DATE: COMPLETE PROJECT BY THIS GATE. WATER PUT TO FULL USE BY THIS DATE: Started September 30, 1995 September 30, 1998 PROVISIONS Total annual withdrawal from this allocation (G1-25397) and all rights held by Renton shall not exceed 14,809 acre feet. An approved measuringdevice shall be installed and maintained in accordance with RCW 90.03.360, WAC 508- 64-020 through WAC 8-64-040. Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. Static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. Renton shall monitor the shallow and intermediate aquifers at least monthly to determine the best approach for maintaining Cedar River flows in the reach associated with the Maplewood Golf Course aquifers. The USGS gage 12119000 (located in downtown Renton) shall be permanently maintained plus Renton shall establish and permanently maintain a least two additional upstream gaging stations- one in the Narrows area downstream of the golf course and another gaging station upstream orthe Influence of the Maplewood Golf Course aquifers. Renton shall notify the Department of Ecology NWRO Water Resources whenever a decrease in Cedar River flows is recorded between the upstream gage and any subsequent downstream gage. r to use of waters from the new wells, the gaging stations shall be in operation and an interim management detailing procedures for monitoring pumping and assuring that flows in the Cedar River are not decreased i pumping shall be submitted to NWRO Water Resources and approved. A long term management plan shall be submitted to NWRO Water Resources after 3 years of operating under the interim Ian. The final management plan shall be approved by Water Resources prior to Issuance of a certificate orwater right. This permit is sub'ect to the implementation of the minimum requirements established in the In for Public Water Svstems Regarding Water Use Reporting. Demand Forecasting Methodologvas An estimate of water conservation savings as a percent reduction in average daily per capita consumption shall be provided to NWRO Water Resources. This estimate of water conservation savings will be replaced by evidence of actual water use reduction before a final water right certificate will be issued by the Department. A certificate of water right will not be issued until a final investigation is made. As part of the investigation Renton shall submit collected data (as outlined in the Interim Guidelines) to this office. This permit shall be subject to cancellation should the ppermittee fail to comply with the above development schedule and/or fail to give notice to the Department of Ec2a on forms provided by that Department documenting such compliance. Given under my hand and the seal of this office at Bellevue, Washington, this 30th day of September, 1992. Department of Ecology ENGINEERING DATA OK by Step en . Hirschey, Section Supe sor, Water Resources STATE OF WASHINGTON DEPARTMENT OF ECOLOGY REPORT OF EXAMINATION TO APPROPRIATE PUBLIC WATERS OF THE STATE OF WASHINGTON ❑ surface Water umued In aeco dU with Ih. Qmri,wne of chapw 117. Leve d we LVrnr:9,7, mrd wit hdn m n,.ret. end the Mfend g.re — N V. Den m„nnt of EOofow) FX]Ground Water � �pe�L �wlp, the pmrw— of cnepw m, Law, of we,hlnpton for Im, m,d &fn—dmer,N t - -b. b. Md the h,1e, And naguu twe, d .or1 PROWTY DATE APPLICATION NUMBER PENMR NUMBER CERTIFICATE NUMBER February 23, 1989 G1-25397 NAME City of Renton Public Works Attn, Ron Olsen ADDRESS 97REM PM PTAM MP -- 200 Mill Avenue South Renton Wash ngton 98055 PUBLIC WATERS TO BE APPROPRIATED SOURCE Well #17 TRIBUTARY OF OF SURFACE WAT" MMMUM CUM FEET PER SECOND MAYJMVM wupta PER MINUTE MAAIMUM ACAE*FEET PER YEAPI 1500 1680* QVMT TY.,YPE OF USF_ PERIOO OF USE Municipal supply *Total annual withdrawal from this allocation and all water rights held by Renton shall not exceed 14,809 acre-feet. LOCATION OF DIVERSIONIWITHDRAWAL APPF1014MATE LOCATION OF DIv POON-WITNORAWAL 450 feet west and 450 feet south from the northeast corner of Section 21. LOCATED WITHIN ¢MALLEST LEGAL SMDIVISK]N) SECTON _ - _ TOWNSHIP N. RANGE, T, OR W.) W.M. W.RI.A. ODL1fSIY NEI/4NEI/4 21 23 5E 8 King LOT BLOCK pF FGW NAME OF PLAT OR AOORXM City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to Lakeridge/Bryn-Mawr Water District through an intertie. Emergency interties for exchange of water exists between Renton and the following service areas: Seattle and Kent. DESCRIPTION OF PROPOSED WORKS Well 346 feet deep, 24 inch diameter 9E61N Pfi0.1EC7 BY TH16 WTE:wmp,E PRDJECF BY THiS DA7E. WATEFI PUT TO FULL USE BY TI -48 GATE: Started 3 years from permit issuance 6 years from permit issuance REPORT l:�I11.(1".Celli 0 o. The application was received on 2-23-89. It requests 3000 gpm (gallons per minute) from a well for Municipal Supply. Notice was published in the Valles Daily News on March 29 and April 5, 1989. No protests were filed within the 30 day protest period - On March 9, 1988 Renton requested a Temporary Permit to drill and test wells located within the Maplewood Golf Course. The Temporary Permit was issued on March 14, 1988. During the time Renton's applications were pending evaluation, several letters of concern were received. The following is a brief summary of the concerns: 1. Seattle Water Department raised questions during the environmental review process of Renton's Water System Plan. They want to know what studies were made to show that wells 11 and 17 were not hydraulically linked to the Cedar River and how might the wells and delivery facilities impact Seattle's pipeline in the vicinity. Sam Paffile, area developer, wants Renton to document that additional water is really needed and that the wells will not draw from an aquifer interrelated with the Cedar River- Mr- Paffile also wants Renton to take a serious look at conservation measures to curb additional water right acquisitions. 3. The Muckleshoot Indian Tribe requests a thorough analysis of the interaction between the aquifer in which the wells are developed and flows of the Cedar River. They also want to see better conservation measures_ Theseissues will be addressed in detail later in the report Renton has complied with SEPA requirements with regard to the development of wells 11 and 17. A Mitigated Declaration of Non Significance was issued by Renton on May 4, 1988. The well covered by this application is known as well #17. Renton has two pending applications for a well (known as well #11) located within 50 feet from well 17. Application G1-24781 for well 11 was filed in 1986 for 1600 gpm and G1-25396 requesting 1400 gpm was filed in 1989. As wells 11 and 17 are in close proximity and share similar issues, this report will address and evaluate all three applications (G1-24781, G1-25396, and G1-25397) which pertain to the wells. INVESTIGATION A field visit was conducted on December 20, 1991 by Jerry Liszak, Regional i- Iydrogeologist, and Janet Jorg of the Northwest Regional Office. Ron Olsen, Utilities Engineer for Renton, and Genf Clayton, Hydrogeologist for Renton's consulting firm of RH2 Engineering, were present during the visit to Renton's well sites located in the Maplewood Golf Course. The site for wells I1 and 17 is two miles east of Renton on the north side of Highway 169 (Maple Valley Rd.) Maplewood Golf Course. The applications correctly identify the well locations as being within the N}ll4 Section 21, Township 23N, Range 5E of King County. Renton's water system provides water to an area of 16 square miles. The current system consists of 6 wells located in the downtown area and one artesian spring. There are 5 metered interties with Seattle for emergency REPORT OF EXAMINATION -2- No. G1-25397 Report Continued supply plus emergency intertie with Kent. Renton has one wholesale customer-L.akeridge Bryn Mawr Water District. Six reservoirs currently provide storage for Renton with another under construction. Applications for wells 11 and 17 are submitted to provide better control of the water supply and more flexibility in operating the system to meet peak demands. Renton holds water rights totaling 14,809 acre-feet per year. The chart below itemizes the existing rights. CERT. NO. 50LIRCE QUANTITY CONDITIONS S W 463 spring 1035gpm 1600gpm G W 884-D well 170gpm/273 AF 1600gpm G W 886-D well 1040gpm/1676 AF 1600gpm G W 887-D well 1040gpm/838 AF 1600gpm G W 3591 well 1300gpm/2000 AF 1600gpm G W 5834 well 200gpm/320 AF 1600gpm G W 5835 well 1600gpm/2560 AF 1400gpm G W 5836 well 1960gpm/3136 AF total AF supplemental G W 5838 well 960gpm/1536 AF total AF supplemental G W 6775 well 3000gpm/4839 AF 3622.5 AF additional 1216.5 AF supplemental G W 6776 well 500gpm/800 AF G1 -02605C well 1050gpm/1680 AF G.1 -24191C well 1300gpm/1040 AF Including the applications currently under evaluation, Renton has the following applications pending. FILE NO. PRIORITY SOURCE QUANTITY GI -24781* 1-2-86 well #11 1600gpm G1-24782 1-2-86 well #12 1600gpm GI -24783 1-2-86 well #10 1600gpm G1-25069 8-4-87 well #16 1600gpm GI -25070 8-4-87 well # 15 1600gpm G1-25071 8-4-87 well #14 1600gpm 01-25396* 2-23-89 well #11 1400gpm G1-25397* 2-23-89 well #17 3000gpm enotes appitcattons under evaluation Well development data for wells 11 and 17 is obtained from the well driller's log, pump test results prepared by Geo Engineers Inc., and hydrogeologic report of the Maplewood Golf Course prepared by Pacific Groundwater Group. Well 11 was drilled in August 1988 to a depth of 345 feet by 16 inches in diameter. We]] 17 was constructed at the same time to a similar depth (346 feet) but with a larger casing diameter (20 inches). The two wells are 50 feet apart. Regional Hydrogeologist, Jerry Liszak, reviewed data submitted by the applicant's consultants and other pertinent data relating to hydrogeology of the area- His review and report of findings indicate that both wells REPORT OF EXAMINATION -3- No. G1,25397 Report Continued id 17 are developed in the same aquifer (referred to as the intermediate aquifer) and are considered a well similar depth, close proximity, and same aquifer). Quoted in pan, the hydrogeologist review states,. Wells No. 11 and 17 were each tested using short term step rate and 24 hour constant rate pumping. The test results indicate that the transmissivity of the aquifer is between 45,000 and 60,000 gallons per day per foot of drawdown. The storage coefficient is approximately .005 which indicated the aquifer is confined. A recharge boundary was encountered after approximately 110 minutes of pumping in the 24 hour tests for both wells 11 and 17. Based on this and an understanding of the local geology, the recharge is assumed to be from leaky conditions in the hydrogeologic strata, or the lower permeability zone known as the aquitard, between the shallow and intermediate aquifers. Based on the test results, the recommended pumping rate for Well No. 11 is 2,500 gpm and the recommended pumping rate for Well No_ 17 is 1,500 gpm. It is calculated that well interference between the two wells will add between 30 and 50 feet of drawdown in each well depending on pumping rates and duration. Renton has not used either well to date as they are waiting for a decision an the water right applications, if approved, the City will proceed with funding for construction of a pumping station and distribution lines to the wells. Until Regional Water Plans are established as set forth by the Chelan Agreement, Ecology implemented interim policies to address short term water needs of larger public water systems in growth areas. Therefore applications for wells 11 and 17 are considered with respect to Renton's needs up to year 2000. The long terns water needs for Renton will be evaluated as part of a regional water resources planning process and will be affected by implementation of the Growth Management Act. To evaluate an application for water right, the applicant must provide documentation as to need and availability of water on an instantaneous basis and demonstrate the amount of water needed on an annual basis to satisfv a " �cs. Renton's Comprehensive Water System Plan (released in March 1992) addresses their need to satisfv tment of Health(DOH) peak demand requirements. Renton shows they are 8,577 gpm short of DON r rements, thus the instantaneous quantities associated with wells 11 and 17 are requested to reduce deficiencies, The Water System Plan doesn't address needs based on actual consumption per capita or yearly consumption rates. By request, Renton provided water consumption figures for 1989 and 1991 which show they used less than 8,000 af/yr (acre feet per year). The population for 1991 as reported to DOH was 35,360 and the number of connections was 11,735. Figuring current consumption (8000 af/yr) plus adding annual growth rate of 1.8% (from King County Annual Growth Report for Renton area) up to the year 2000 places the annual quantity at 9088 acre-feet which is below the yearly amount already granted by existing rights (14,809 acre-feet). Therefore 111e applications concerning wells 11 and 17 will not he considered for any additional annual quantity. Ecology's interim policies do allow public water systems to increase the ability and flexibility of the systems to meet demands within existing yearly amounts for that interim period until regional water resources plans are accepted. Ecology will monitor Renton's consumption and growth over the next six to eight years for possible adjustments through future permitting actions. As well 11 is recommended for a reduced quantity of 2500 gpm, the quantities considered for the applications pertaining to well 11 are 1600 gpm for G1-24781 and 900 gpm for G1-25396. Application GI -25397 for well 17 will be considered for a reduced quantity of 1500 gpm. The yearly volume that could be pumped from each application would be calculated at 70% of continuous pumping, with the stipulation that total withdrawal from all Renton's sources could not exceed the city's existing water right certificates (14,809 af/yr). Ecology's interim policies also require public water systems to make the maximum use of conservation. Renton's current conservation plan identifies a 6.5% reduction in water use with implementation of the various components. Many measures are already in effect with the remainder scheduled for implementation within the coming year. The conservation plan and implementation is consistent with Ecology's Interim Guidelines for Public Water Systems_ Ecology needs to monitor the effects of conservation measures on water consumption o • he next few years. R_ -.-w of office records indicates three downstream rights on the Cedar River which total 3.02 cfs (cubic feet per second)_ One right was issued to Northwest Water Co. in the amount of 1.0 cf.,; for the community of Kenneydale, which is now served by Renton. Report Continued Field and office investigation show no wetlands in the area that would be adversely affected by the proposed withdrawals from wells 11 and 17. CONSIDERATION OF OBJECTIONS All three proponents submitting concerns on Renton's new applications request analysis of interaction between wells 11 and 17 and flows in the Cedar River. The hydrogeologist's review indicates that wells 11 and 17 should be considered in hydraulic continuity with the Cedar River. The wells are developed in the semi -confined intermediate aquifer and pumping from the wells will induce leakage form the unconfined shallow aquifer. As rate of leakage has not been quantified, our hydrogeologist recommends long term monitoring of the shallow and intermediate aquifers. Renton must show that pumping the wells will not decrease Cedar River flows to be in compliance with the intent of the Cedar- Sammamish Instream Resource Protection Program (WAC 173-508). Renton would be required to prepare an interim management plan detailing procedures for monitoring pumping and assuring that flows in the river are not decreased by the use of wells 11 and 17. The plan would need to be approved by Water Resources prior to beneficial use of water from the wells. An ongoing management plan would be required before a certificate of water right could issue. To aid monitoring of Cedar River flows, the USGS gage 12119000 located in downtown Renton would be permanently maintained plus Renton would be required to establish and permanently maintain at least two additional upstream gaging stations- one in the Narrows area downstream of the golf course and another gaging station upstream of the influence of the Maplewood Golf Course aquifers. A second issue raised is whether Renton really needs additional water rights. As earlier stated in the report Renton is not currently meeting DOH peak flow requirements; therefore Renton does need additional water rights for peak instantaneous quantities. Approval of the applications for wells 11 and 17 would help Renton toward meeting DOH requirements. Renton would also have the flexibility to better manage their entire system for peak daily demands while providing alternate sources of water should contamination occur in the downtown well field. Our analysis indicates that Renton has been granted sufficient water rights in terms of annual quantities to meet consumption demands beyond the year 2000. Consequently the applications covering wells 11 and 17 are only being considered for additional instantaneous quantities and not additional annual quantities. A third concern involves Renton's Comprehensive Water System Plan and Conservation Plan. It is felt that Renton is not conserving water to offset the need for additional water. Renton has provided information showing that conservation measures have and are being implemented which will reduce but not completely eliminate the need for additional water_ The water system plan illustrates the effect of full conservation implementation on reduction of water consumption. In evaluating the applications for wells 11 and 17, instantaneous quantities and total consumption figures used to forecast Renton's needs until the year 2000 were based on average daily demands including aggressive conservation measures. Approval of Renton's applications would carry conditions to monitor actual consumption quantities, population, and service connections to be analyzed prior to certificate of water right issuance for effective conservation implementation and growth projections. In order to approve an application for permit, the following tests must be met: water is available for appropriation, water must be for a beneficial use, water use is not detrimental to public interest, and the use will not adversely affect existing rights. Taking into account the concerns expressed by the City of Seattle, Mr. Paffite, and the Muckleshoot Indian Tribe all four tests are answered in the affirmative. The quantities as recommended in this report are adequately conditioned to assure protection of existing rights including instream flows and to assure that the proposed use will not be detrimental to the public interest. The pump tests show water is available for appropriation and that the use for municipal supply is a beneficial use. CONCLUSION In accordance with Section 90.43 (and 90.44 RCW), I find that there is water available for this beneficial appropriation from the source in question and the appropriation as recommended will not impair existing rights or be detrimental to the public welfare. Therefore, permit should issue subject to existing rights and indicated provisions. RECOMMENDATIONS A permit should issue for well 17 at a reduced quantity of 1500 gpm (1680 acre feet per year based on 70% continuous pumping and not cumulative to existing rights) for municipal supply. Report Continued —,.at annual withdrawal from this allocation (G1-25397) and all rights held by Renton shall not exceed 14,809 feet. An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508- 64-020 through WAC 508-64-040 (Installation, operation and maintenance requirements attached hereto). Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. See enclosed form. Static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year, See enclosed form. Renton shall monitor the shallow and intermediate aquifers at least monthly to determine the best approach for maintaining Cedar River flows in the reach associated with the Maplewood Golf Course aquifers. The USGS gage 12119000 (located in downtown Renton) shall be permanently maintained plus Renton shall establish and permanently maintain a least two additional upstream gaging stations- one in the Narrows area downstream of the golf course and another gaging station upstream of the influence of the Maplewood Golf Course aquifers. Renton shall notify the Department of Ecology NWRO Water Resources whenever a decrease in Cedar River flows is recorded between the upstream gage and any subsequent downstream gage. Prior to use of waters from the new wells, the gaging stations shall be in operation and an interim management plan detailing procedures for monitoring pumping and assuring that flows in the Cedar River are not decreased from pumping shall be submitted to N"RO Water Resources and approved. g term management plan shall be submitted to NWRO Water Resources after 3 years of operating under the interim plan. The final management plan shall be approved by Water Resources prior to issuance of a certificate of water right. This permit is subject to the implementation of the minimum requirements established in the Interim Guidelines for Public Water Systems Regarding Water Use Reporting, Demand Forecasting Methodolog and Conservation Programs, July 1940, which are attached. An estimate of water conservation savings as a percent reduction in average daily per capita consumption shall be provided to NWRO Water Resources. This estimate of water conservation savings wit] be replaced by evidence of actual water use reduction before a final water right certificate will be issued by the Department. A certificate of water right will not be issued until a final investigation is made. As part of the investigation Renton shall submit collected data (as outlined in the Interim Guidelines) to this office. REPORT BY:Cc-�r_4 11�1-14; DATE: �,`�. STATE OF WASHINGTON DEPARTMENT OF ECOLOGY REPORT OF EXAMINATION TO APPROPRIATE PUBLIC WATERS OF THE STATE OF WASHINGTON SURFACE WATER 0 GROUND WATER APPLICATION NO.RIORIT7 DATE OF AP PPLICATION C1-20605 May 3, 1973 NAME CITY OF RENTON ADDRESS iSTR£ETr iCITY) ESTATE} {ZIP CODEI Municipal Building, 200 Mill Avenue South, Renton Washington 98055 Date of field examination: December 4, 1973 PUBLIC WATERS TO BE APPROPRIATED SOURCE Infiltration Gallery (unnamed springs) TRIBUTA FIY OF jIF SURFACE WATERSI Springbrook Creek MAXIMUM CUBIC FEET PER SECOND MAXIMUM GALLONS PER MINLTE MAXIMUM ACRE-FEET PER YEAR 1050.0 1680.0 QUANTITY, TYPE OF USE, PERIOD OF USE Municipal supply - continuously LOCATION OF DIVERSION/WITHDRAWAL APPROXIMIW IT LOCATION OF DIVERS ION IIT HORAWL 640 feet North and 40 feet West of the East quarter corner of Sec. 6 LOCATED Wi I HIN 'SMA�_LEST LEGAL SUBDIVISION! SECTION TOWNSHIP N. RANGE. IE. OR w.:. W, M. v;,R,I„a, COUNTY SE�NEI� 6 22 5 E. 9 King RECORDED PLATTED PROPERTY LOiRLOf.K I OF IC.iVF NAME OF PLAT OR ADDITION) Tra is 7&9 Springbrook Acre Tracts LEGAL DESCRIPTION OF PROPERTY WATER TO BE USED ON Area served by City of Renton STATE OF WASHINf,TON DEPART ME.NT OF ECOLOGY CERTIFICATE of WATER RIGHT ❑Sri rfa r. ' IT flter (rssr—i In u --h- re I" -,i t1, IT fx„��s I—, of 171-C1,r 11 T. I, a—a of Wash ir,Fn,n Tyr In 17, cervi a,,,r•r 11-1nls there l,�, n„11 t— .,,I— ,-i rr guEnlioz,s .,f t1,c Drl,prtn nt or E—Ic,,.) Ground 3'u C.E (I,t 'A in arcs, r<I.'r n,r WIT11 III" P-, isin„s �F C'F,nP 1- 2fi1, 1.— -f 14nahn,PEnn rnr 1915. -"I nm. n<hnr net the re n,, 0,14 IT„• rules and re Rulotry n: of Th, DrPr, re n,c nt of Ecolog Y.) -n ^� CFAf,fICA TE NUMBER P111111 NUMBER APPLICArIDN NUM4I1R PRI DRI TY DATE �l GI -20605C GI -20605F GI -20505 May 3, 1973 NAME C) CITY OF TRENTON t ~ ADDRESS I$ TRE E Ti (CITY) {S TA TFI 1215 CUUEl Municipal Building, 200 Mill Avenue South, Renton Washington _ 98055 This is to certify that the herein named applicant hots made proof to the satisfaction of the Department of Ecology of ex right to the else of the public wcater.S Of the State of Washington as herein defirred, and tender and speclticall)° subject to the provisions contained in the Permit issued by t1w Department rxf Eeolug.l', nerd that said right to the use of said ;voters has been perfected iat accordance with the laws of the .Stale of (Vu.shington, and is hereb_T• core - firmed by the Depm-mmnt of Ecology and entered of record as shfr7oaT- PUBLIC WATER TO BE APPROPRIATED SDLIRC;E Infittrati,on Gallery (unnamed springs) TMAUTARY OF 01- SURFACE WATERS) Springbrook Creek MAxIMUM Cy'fR1,r,q EY PER SECOND MAXIMUM GALLONS PER MINUTE 1050.0 QUANTIrY_ TYPE OF USE, PERIOD Of uSE Municipal Supply - continuous MAXIMUM ACRE-FEFT PER YEAR 1680.0 LOCATION OF DIVERSION/WITHDRAWAL XIMATE LOCATION UT Di VERSION 1k%i TFtDRAw AS. 40 feet North and 40 feet West of the East quarter corner of Sec. 6 LOCATED W17WIN IS?AALLLS? LEGAL SUBDIVISION, SfC TIUra TOWNSHIP N. qa NCE, IE. OA w.1 w.r.?_ w_A.LA. NOUN Ty SE-�NE� 6 22 5 E._ 9 King RECORDED PLATTED PROPERTY LOT BLOC,( OF IGIVE VAMC OF PLAT OR AUDITIONI Tra is 7 & 9 Springbrook Acre Tracts LEGAL DESCRIPTION OF PROPERTY WATER TO BE USED ON Area served by City of Renton. J PROVISIONS Nothing in this permit shall be construed as excusing the permittee from compliance with any applicable federal, state, or local statutes, ordinances, or regulaCions including those administered by local agencies under the Shoreline Management Act of 1971. AED f Record at Reque-t •1I5':Y:. ').1rJR�0 OFi17I SNOI1��3�� Yd St7'.:.���321 60 -V Wd 91 WV 961 ;.0 ca� t Pie right to the rise of the ivateraflresaid heieby conffiwied is restricted rr1 the lands or place ot'irse herein described. except as 1u-ovided in RC'4' 90.03.380, 90.03. 390, and 91) 44.02() This certificate of Weter tlghl is SPVCiflCAIIY Stl4if-Ct fo CC111Ygllisllment fut nonuse of Water fly provided in RCkV 90.14. IBE} Given trader mi, hand and the sial Of Ibis Office of 011'MJrl a, 11'rrshingt01), Ibis 15th ... ffrry of. �`'. p11 .Fi 1 _ _. _ , 19.75........ t ' 4 JOHN A. BIGGS, Mrecror • Departnlent c ogy . . hr.. . ..,.F ....... .. ............................. FOR COUNTY USf,6ky istant Director DESCRIPTION OF PROPOSED WORKS Infiltration pipes, collection well and gravity transmission system. DEVELOPMENT SCHEDULE RE E;INNtP:G ❑ATE i:OMIETl Ofq OATi GATE COMPLETE APPLICATION OP WATER TO BE MADE Started PROVISIONS AND RECOMMENDATIONS The request for 1050.0 gallons per minute is granted with an annual quantity of 1680.0 acre-feet per year for municipal supply. Applicant is advised that notice of proof of appropriation of water (under which final certificate of water right issues) should not be filed until the permanent diversion facilities have been installed together with a mainline system capable of delivering the recommended quantity of water to an existing or proposed distri- bution system within the area to be served. Use of the waters to be appropriated under this application will be for a public ater supply. State Board of Health rules require every owner of a public water apply to obtain written approval from the Assistant Secretary, Division of Health ,riot to any new construction or alterations of a public water supply. The appli- cant is advised to contact the Washington State division of Health, Public Health Building No. 4, Thurston Airdustrial Center, Olympia, with regard to the need for compliance. "A suitable measuring device shall be installed and maintained in accordance with WAC 508-64-020 through WAC 508-64-040." (Installation, operation and maintenance requirements attached hereto.) It is noted that the well site and/or water transmission facilities are not wholly located upon the land owned by the applicant. Applicant is, accordingly, advised that the issuance of permit by this Department for appropriation of the waters in question does not convey a right of access to, or other right to use, land which the applicant does not legally possess. Obtainment of such right is a private matter between applicant and owner of that land. Copy(fes) of easement agreement(s) must be furnished this Department prior to issuance of Certificate of Water flight. Additionally, the permit when issued shall carry the following provision: "Nothing in this permit shall be construed as excusing the permittee from compliance with any applicable federal, state, or local statutes, ordinances, or regulations including those administered by local agencies under the Shoreline management Act of 1971." Signed at Redmond, Washington, this day of 1974. ��,,.�u ^ , 'fes✓, .�..��`i�.. __ HERIMAN ti. HUGGIN , JR. Hydraulics Engineer Department of. Ecology STATE OF WASHINGTON DEPARTMENT OF ECOLOGY SUPERSEDING PERMIT TO APPROPRIATE. PUBLIC WATERS OF THE SPATE OF WASHINGTON 0 Surface Water (Issued in accordance with the provisions ofChapler it 7, Lswa Dr wa,dungton for 1917, and arnendments [hereto, and the rules and regulations of the Department of Ecology) ® Ground Water (Issued in accurdance with rhe provisions orchalur 253, Laws or Washington for 1945, and amemlments Lhcrelo, LM the mks and regulations of the Department of Ecology ) PRIORITY DATE January 2, 1986 APPLICATION NUMBER PERMIT NUMIBER GI -24781 G I -24781P CtX:I I1•I[:AI h NIJMnCR NAME City of Renton Public Works ADDRESS (STREET) (CITY) (STATE) (ZIP CODE) 1055 South Grady Way Renton WA 98057 The applicant! is hereby granried a permit to apprapr)ale lire followirig pablic walers ()f lire Slate of Washbiglan, subject to exisli»g rights anrd to the lnrriiatiorrs anr(i prorisrons sei herein. PUBLIC WATERS TO BE APPROPRIATED SOURCE Well #11 TRIBUTARY OF (IF SURFACE WATERS) 1792* PERIOD OF ACRE Municipal supply *Yearly quantity Is already covered by existing rights totaling 14,809 acre-feet. Use from all sources sha[I not exceed 14,809 acre-feet. LOCATION OF DIVERSION/WITHDRAWAL APPROXIMATE LOCATION OF DIVERSION—WITUDRAWAL 500 feet west and 450 feet south from the northeast corner of Section 21. LOCATED W ITI r IN ( NF1/4 NE 114 SECTION TOWNSHIP N RANGE, (E OR W 21 1 23N I 5E RnxnPLATTED PROPERTY LEGAL DESCRIPTION OF PROPERTY ON WHICH WATER IS TO BE USED W R.I A I CC 8 K City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to Lakeridge/Bryn-Mawr Water District through an intertie. Emergency interties for exchange of water exists between Renton and the following service areas: Seattle and Kent. Well 345 feet deep, Ib -inch diameter Static water level I l feet below top of well Connection to reservoirs BEGIN PROJECT Completed DESCRIPTION OF PROPOSED WORKS DEVELOPMENT SCHEDULE COMPLETE PRO)CCT BY Ti II S DATC Completed SUPERSEDING PERMIT WATER PUT TO FULL USE BY TI [IS UA i Ic. September 30, 2021 PROVISIONS Total annual withdrawal from this allocation (G 1-24781) and all rights held by Renton shall not exceed 14,809 acre-feet An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508-64-020 through WAC 508- 64-040 and as updated- Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. Static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. Renton shall monitor the shallow and intermediate aquifers at least monthly to determine the best approach for maintaining Cedar River flows in the reach associated with the Maplewood Golf Course aquifers. The USGS gage 121 19000 (located in downtown Renton) shall be permanently maintained. Prior to using the instantaneous portion of this water right as additive to existing rights, a management plan shall be submitted to NWRO Water Resources and approved. The management plan shall provide detailed procedures for monitoring, pumping, and assuring that instream slows in the Cedar River will not be impaired by pumping. An estimate of water conservation savings as a percent reduction in average daily per capita consumption shall be provided to NWRO Water Resources. This estimate of water conservation savings will be replaced by evidence of actual water use reduction before a final water right certificate will be issued by the Department. A certificate ofwater right will not be issued until a final investigation is made. As part of the investigation Renton shall submit collected data. This per -mil shall be subject to cancellation should the permittee furl to comply with the above development schedule and/or fall to gime notice to the Department of Ecology air for ms provided by that Department documenting such compliance, -7'� Given ander my hand and the seal of this office at Bellevue, Washington, this j day of f '`{ /� 2011. Department of Ecology 1tE.VIEWEDRY OKAY By a=, JerryL. Lis, , Actin/g Section Manager, Water Resources SUPERSEDING PERMIT 2 GI -24781 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional Office • 3190 766th Ave 5E • Bellevue, WA 96008-5452 + 425-649-7000 711 for Washington Relay Service • Persons with a speech disability can calf 877-333-6341 NOV 0 3 2011 Lys Hornsby Utility Systems Director City of Renton 1055 South Grady Way Renton WA 98057 Re: Water Right No. G1 -24781P Dear Lys Hornsby: NOV 0 4 Enclosed is your Superseding Permit to be retained for your records. Please read the enclosed information sheet, as well as your entire superseding permit. You must meet the provisions of your superseding permit before we will issue a final Certificate of Water Right. Our information indicates your system has been completed. We are enclosing a Proof of Appropriation of Water form which is to be filed when the water has actually been put to full beneficial use. This form will need to include your County Assessor's Parcel Number and must be notarized. If you cannot put the water to full beneficial use by September 30, 2021: • You may submit the Proof of Appropriation for a lesser quantity, or • You must contact this office to apply for an extension. If you have any questions, please contact Jerry Liszak at 425-649-7013. Sin�ely, .' Jerry L. r-iszat Acting Section Manager Water Resources Program JL/ng; Enclosures: Superseding Permit Proof of Appropriation of Water Important Information About Your Water Right 0 STATE Of WASHINGTON DEPARTMENT OF ECOLOGY NOV 0 4 2011 CITY OF Ktro I ON llTUTY SYSTEMS Northwest Regional Office • 3190 160th Ave SF * Bellevue, WA 98008-5452 • 425-649-7000 711 for Washington Relay Service • Persons with a speech disability can call 877-833-6341 NOV 0 3 2011 Lys Hornsby Utility Systems Director City of Renton 1055 South Grady Way Renton WA 98057 Re: Water Right No. GI -24782P Dear Lys Hornsby: Enclosed is your Superseding Permit to be retained for your records. Please read the enclosed information sheet, as well as your entire superseding permit. You must meet the provisions of your superseding permit before we will issue a final Certificate of Water Right. Our information indicates your system has been completed. We are enclosing a Proof of Appropriation of Water farm which is to be filed when the water has actually been put to full beneficial use. This form will need to include your County Assessor's Parcel Number and must be notarized. If you cannot put the water to full beneficial use by September 30, 2021: • You may submit the Proof of Appropriation for a lesser quantity, or • You must contact this office to apply for an extension. If you have any questions, please contact Jerry Liszak at 425-649-7013. Sincerely, Jerry L.Iiszak Acting Section Manager Water Resources Program JLing Enclosures: Superseding Permit Proof of Appropriation of Water Important Information About Your Water Right 1*0-1, 0 STATE OF WASHIN(jTON DEPARTMENT OF ECOLOGY SUPERSEDING PERMIT TO APPROPRIATE 13UBLIC WA'T'ERS OF `I'1 E1: STATE OF WASIITNGTON ❑ Surface Water (Isswd in accordance wil h the provisions of Ckapler 111, Laws of Washington for 1917, and amendmenls lkerc=n, and thq rules and regulalians orthe Depsrlmenl orEcalogy ) ® Ground Water (Issued in accordance with the provisions of Chepler 263, Laws of Washington for 1915, and arnendmenls Iherdu, and aha Riles and regulalions orihe Depanment ofEeolugy ) PRIORITY DATE APPLICATION NUMBER PERMIT NUMBER CERTIFICATE NUMBER January 2, 1986 G1-24782 G1 -24782P T_ NAME City of Renton Public Works ^ ADDRESS (STREET) (CITY) .. (STATE) (ZIP CODE) 1055 South Grady Way Renton _ WA 98057 The applicant is hereby granted a perrrrif to appropriate the follmring public haters of fire State of Washington. subject to esisf ng rights and to the hinifatiars and provisions set herein. PUBLIC WATERS TO BE APPROPRIATED SOURCE Well #12 TRIBUTARY OF (IF SURFACE WATERS) MAXIMUM CUBIC FEET PER SECOND MAXIMUM GALLONS PER MINUTE MAXIMUM ACRE FEET PER YEAR 1600 1792* QUANTITY, TYPE OF USE, PERIOD OF USE Municipal supply 'Notal annual withdrawal from this allocation and all rights held by Renton shall not exceed 14,809 acre-feet. LOCATION OF DIVERSIONIWITHDRAWAL APPROXIMATE LOCATION OF DIVERSION-WITI[DRAWAI. LOCATED WIT] IIN(SMAIA.rST LEGAL SUBDIVISION) SECTION'rOWNSF N RA NGC, (E'OR W ) W h1 W R I A_ COUNTY SEI/4 SEI/4 16 23N 5E 8 King RECORDED PLATTED PROPERTY LOT IILOCIC OF (GIVE NAME OF PLAT OR ADDITION) LEGAL DESCRIPTION OF PROPERTY ON WHICH WATER IS TO BE USED City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to Lakeridge/Bryn-Mawr Water District through an intertie. Emergency interties for exchange of water exists between Renton and the following service areas: Seattle and Kent. DESCRIPTION OF PROPOSED WORKS DEVELOPMENT SCHEDULE BEGIN PROSECT 13Y THIS DATE COMPLETE PROJECT BY TI IIS DA'T'E WATER PUT TO FULL USE BY TI [15 DATE. Completed Completed September 30, 2021 SUPERSEDING PERMIT PROVISIONS Total annual withdrawal from this allocation (G 1-24782) and all rights held by Renton shall not exceed 14,809 acre-feet. The amount of water granted is a maximum limit that shall not be exceeded and the water user shall be entitled only to that amount of water within the specified limit that is beneficially used. Installation and maintenance of an access port as described in Ground Water Bulletin No. I is required. An air line and gauge may be installed in addition to the access port. All water wells constructed within the state shall meet the minimum standards for construction and maintenance as provided under RCW 18.104 (Washington Well Construction Act of 197 1) and Chapter 173-160 WAC (Minimum Standards for Construction and Maintenance of Water Wells). Static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (N W RO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508-64-020 through WAC 508- 64-040 and as updated. Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. Renton shall monitor the shallow and intermediate aquifers at least monthly to determine the best approach for maintaining Cedar River flows in the reach associated with the Maplewood Golf Course aquifers. The USGS gage 121 19000 (located in downtown Renton) shall be permanently maintained. Prior to using the instantaneous portion of this water right as additive to existing rights, a management plan shall be submitted to NWRO Water Resources and approved. The management plan shall provide detailed procedures for monitoring, pumping, and assuring that instream flows in the Cedar River will not be impaired by pumping. An estimate of water conservation savings as a percent reduction in average daily per capita consumption shall be provided to N W RO Water Resources. This estimate of water conservation savings will be replaced by evidence of actual water use reduction before a final water right certificate will be issued by the Department. A certificate of water right will not be issued until a final investigation is made. As part of the investigation Renton shall submit collected data. This permit shall be subject to cancellation should the permittee fail to comply iviih the above development schedule and/or fail to give notice to the Department of Ecology on forms provided by that Department documenting such compliance. -e-ed Given under my hand and the sea{ of this of)ice at Bellevue, Washington, th{s � — day of vz ' r , 2011. Department of Ecology REVIEW :DAY " OKAY' ' By Jerry L. LiszalUTcting . ection Manager, Water Resources SUPERSEDING PERMIT 2 G1-24782 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional Office • 3190 1601h Ave SF • Bellevue, WA 98008-5452 • 423-649-7000 711 for Washington Relay Service + Persons with a speech disability can call 877-833-6.341 NOV Q 3 2011 Lys Hornsby Utility Systems Director City of Renton 105 5 South Grady Way Renton WA 98057 Re: Water Right No. G1 -25396P Dear Lys Hornsby: Enclosed is your Superseding Permit to be retained for your records. Please read the enclosed information sheet, as well as your entire superseding permit. You must meet the provisions of your superseding permit before we will issue a final Certificate of Water Right. k;OV 0 4 201.1 !TIL ffY I�YSTEN sS Our information indicates your system has been completed. We are enclosing a Proof of Appropriation of Water form which is to be filed when the water has actually been put to full beneficial use. This form will need to include your County Assessor's Parcel Number and must be notarized. If you cannot put the water to full beneficial use by September 30, 2021 • You May submit the Proof of Appropriation for a lesser quantity, or • You must contact this office to apply for an extensions. If you have any questions, please contact Jerry Liszak at 425-649-7013. Singf,rely, Ile.. , ?� Jerry L. LiszA Acting Section Manager Water Resources Program JL1ng Enclosures: Superseding Permit Proof of Appropriation of Water Important Information About Your Water Right int STATE OF WASHINGTON DEPARTMENT OF ECOLOGY SUPERSEDING PERMIT ['O APPROPRIATE PUBLIC WATERS OF THE STATE OF WASHINGTON ❑ Surface Water (Issued in accurdance with the provisions or Chapter 117, Laws of Washington for 1917, and amendwcnrs Iherelo, and the rulcS and rcguiasiunS Orlhe Dcparlment of Ecrdnay ) ® Ground Water {Iasutd in aecardance with the provisions of Chapter 263, Laws of Washington for 1945, and amendments Thermo, and Ilia rules and regulations of Ilia Deparrn>rnt of Ecolugy } PRIORITY DATE APPLICATION NUMBER PERMIT NUMBER CERTIFICATE NUMBER February 23, 1989 G 1-25396 GI -25396P NAME City of Renton Public Works ADDRESS (STREET) (CITY) (STATE) (ZIP CODE) 1055 South Grady Way _ Renton WA 98057 The applicaul is hereby granted a pernl)r to appropriate the follo3Ping public valers of the Stare of tMaslungtot, subjecl to existing righis attaito the hinirations and provisions set hereilt. PUBLIC WATERS TO BE APPROPRIATED SOURCE Well 4 1 1 TRIBUTARY OF (IF SURFACE WATERS) MAx(IMUM CURIO FEET PER SECOND MAXIMUM GALLONS PER MINUTE ti1AXIMUM ACRE FEET PER YEAR _ 1900 -' -- 1 1008* QUANTITY. TYPE OF USE, PERIOD OF USE Municipal su ply *Total annua�withdrawal from this allocation and all rights held by Renton shall not exceed 14,809 acre-feet. LOCATION OF DIVERSIONIWITFIDRAWAL APPROXIMATE LOCATION OF DIVERSION--WITFIDRAWAL 500 feet west and 450 feet south from the northeast corner of Section 21 LOCATED WITHIN (SMALLEST LEGAL SUBDIVISION) SECTION TOWNSHIP N RANGE, (E OR W) W M W R I A COUNTY NE114 NEI/4 1 21 23N 5E 8 King RDED LEGAL DESCRIPTION OF PROPERTY ON WHICH WATER IS TO BE USED City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to Laker idge/Bryn-Mawr Water District through an intertie. Emergency inter -ties for exchange of water exists between Renton and the fallowing service areas: Seattle and Kent. Well 345 deep, 16" diameter Connection to reservoirs DESCRIPTION OF PROPOSED WORKS DEVELOPMENT SCHEDULE BEGIN PROJECT BY TI IIS DATE COMPLETE PROJECT BY TI IIS DATE WATER PUr TO FULL USE iiy'rl IIS DATE Completed Completed September 30, 2021 SUPERSEDING PERMIT PROVISIONS Total annual withdrawal from this allocation (G 1-25396) and all rights held by Renton shall not exceed 14,809 acre-feet. Static water level (SW L) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (NWRO) shall be notified if the SWL is determined to be below the level normally recorded at that time of year. An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508-64-020 through WAC 508- 64-040 and as updated. Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. Renton shall monitor the shallow and intermediate aquifers at least monthly to determine the best approach for maintaining Cedar River flows in the reach associated with the Maplewood Golf Course aquifers. The USGS gage 12119004 (located in downtown Renton) shall be permanently maintained_ Prior to using the instantaneous portion of this water right as additive to existing rights, a management plan shall be submitted to NWRO Water Resources and approved. The management plan shall provide detailed procedures for monitoring, pumping, and assuring that instream flows in the Cedar River will not be impaired by pumping. An estimate of water conservation savings as a percent reduction in average daily per capita consumption shall be provided to NWRO Water Resources. This estimate of water conservation savings will be replaced by evidence of actual water use reduction before a final water right certificate will be issued by the Department. A certificate of water right will not be issued until a final investigation is made. As part of the investigation Renton shall submit collected data to this office. This permit shall be subject to cancellation should the perluittee fail to comply with the above development schedule and/or fail to give !ratite to the Department of Ecology on forms provided by that Department documenting such compliance. Given under my band and the seal of this office at Bellevue, Washington, this „`? day of!"��'� 2011. Department of Ecology REVIEWED Y OKAY 1 �- 13y k Jerry L. Liszal(, Acting Section Manager, Water Resources SUPERSEDING PERMIT 2 G1-25396 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional Office • 3790 160th Ave SE • Bellevue, WA 98008-5452 • 425-649-7000 717 for Washington Relay Service • Persons with a speech disability can call 877-833-6341 NOV 0 3 2011 Lys Hornsby Utility Systems Director City of Renton 1055 South Grady Way Renton WA 98457 Re: Water Right No. G1 -25397P Dear Lys Hornsby: Enclosed is your Superseding Permit to be retained for your records- Please read the enclosed information sheet, as well as your entire superseding permit. You must meet the provisions of your superseding permit before we will issue a final Certificate of Water Right. NOV 0 4 2011 CI Y0 F PFN-,()N U ilL11Y SYSTEMS Our information indicates your system has been completed. We are enclosing a Proof of Appropriation of Water form which is to be filed when the water has actually been put to full beneficial use. This form will need to include your County Assessor's Parcel Number and must be notarized. If you cannot put the water to full beneficial use by September 30, 2021: • You may submit the Proof of Appropriation for a lesser quantity, or • You must contact this office to apply for an extension. If you have any questions, please contact Jerry Liszak at 425-649-7013. Sincerely, Jerry L. Liszak Acting Section Manager Water Resources Program JL/ng Enclosures: Superseding Permit Proof of Appropriation of Water Important Information About Your Water Right ry �� 0 S'T'ATE OF WASHINGTON DEPARTMENT OF ECOLOGY SUPERSEDING PERMIT TO APPROPRIATE PUBLIC: WAIL IIS OF THE STA'rG OF WASHINGTON Surface Water (Issued in accordance with the provisions of Chapter 117, laws of Washingrun for 1917, and ameriamema theretq and the noes and relp laliirns afrhe Depsrtmmnl of Ecology I Ground Water (Issued in accordance with the provisions of Chapter 261, Laws of Washington fex 1945, and amendmenls (hereto, and lha rules and regulations oFlhe Department Or Ecology ) PRIORITY DATE APPLICATION NUMBER PERMIT NUMBER CERTIFICATE NUMBER February 23, 1989 G1-25397 I G1 -25397P NAN!E City of Renton Public Works ADDRESS (STREET) (CITY) (STATE: (ZIP CODE) _1055 South Grady Way Renton WA 98057 77Je applicant is hereby granted a pernnit to appropriate fire following public (raters of the Slate of Winhtngion, subject to existing rights anif to the hinitations and provisions set herein. PUBLIC WATERS TO BE APPROPRIATED SOURCE Well #17 TRIBUTARY OF (IF SURFACE WATERS) FEET PER SECOND 1590 OF USE, PER MINUTE 1680* PLL YL'AK Municipal supply *Total annual withdrawal from this allocation and all rights held by Renton shall not exceed 14,809 acre-feet. LOCATION OF DIVERSION/WITHDRAWAL APPROXIMATE LOCATION OF DIVERSION --W ITT IDRAWAL 450 feet west and 450 feet south from the northeast corner of Section 21 LOCATED WITHIN (SMALLEST LEGAL SUBDIVISION) SECTION TOWNSHIP N RANGE-, (E OR W) 1V M W R I A COl1MY NEI/4 NEI/4 2! 23N 51� 8 Kin LOT I BLOCK I Of (GIVE NAMR OF• PLAT OR ADDITION) LEGAL DESCRIPTION OF PROPERTY ON WHICH WATER IS TO BE USED City of Renton Municipal Water Supply service area within Township 23 north, Range 4 and 5 east and Township 24 north, Range 5 east along with wholesale water to Lakeridge/Bryn-Mawr Water District through an intertie. Emergency interties for exchange of water exists between Renton and the following service areas: Seattle and Kent. Well 346 feet deep, 20 inch diameter DESCRIPTION OF PROPOSED WORKS DEVELOPMENT SCHEDULE PROJECT BYTi[IS DATE I COMPLETE PROJECT BY THIS DATE Completed Completed SUPERSEDING PERMIT WATER PUT TO FULL USE BY'1111S DA I r September 30, 2021 PROVISIONS Total annual withdrawal from this allocation (G 1-25397) and all rights held by Renton shall not exceed 14,809 acre-feet. An approved measuring device shall be installed and maintained in accordance with RCW 90.03.360, WAC 508-64-020 through WAC 508- 64-040 and as updated. Meter readings shall be recorded monthly and this data shall be maintained and be made available to the Department of Ecology upon request. Static water level (SWL) shall be measured at least once each month. Measurements shall be taken after the pump has been shut off and the water level in the well has been stabilized. The data shall be maintained and made available to Ecology upon request. However, Ecology's Water Resources Section (N W RO) shall be notified if the SWL is determined to be below the level nonnally recorded at that time of year. Renton shall monitor the shallow and intermediate aquifers at least monthly to determine the best approach for maintaining Cedar River flows in the reach associated with the Maplewood Golf Course aquifers. The USGS gage 121 19000 (located in downtown Renton) shall be permanently maintained. Prior to using the instantaneous portion of this water right as additive to existing rights, a management plan shall be submitted to NWRO Water Resources and approved_ The management plan small provide detailed procedures for monitoring, pumping, and assuring that instream flows in the Cedar River will not be impaired by pumping. An estimate of water conservation savings as a percent reduction in average daily per capita consumption shall be provided to NWRO Water Resources. This estimate of water conservation savings will be replaced by evidence of actual water use reduction before a final water right certificate will be issued by the Department. A certificate of water right will not be issued until a final investigation is made. As part of the investigation Renton shall submit collected data to this office_ This per -mit shall be subject to cancellation should the permittee fail to comply. with the above development schedule and/or fail to give notice to the Department of'Ecology on fw•nrs provided by that Department documenting such compliance. Given zender my hand and the seal of this office cit Bello -tie, lFashington, this . 5 r 'day of X",."C'Y� t , 2011. Department of Ecology REVIEWED BY OKAY:'- Jerry L. Liszak, Actifig Section Manager, Water Resources SUPERSEDING PERMIT 2 G1-25397 Appendix F SYSTEM MAPS Appendix G CROSS CONNECTION CONTROL PLAN INTRODUCTION PURPOSE: The purpose of the City of Renton's Cross Connection Control Plan is to document the planning, implementation, codes and policies of the City's Cross Connection Control Program. The City has an on-going cross connection control program with authority established by City Ordinance 4312, which complies with WAC 246-290-490 and with the Department of Health's requirements. An Engineering Specialist II with the Water Utility section, with a State certification as Cross -Connection Control Specialist administers the program and implements City codes, policies, standard operating procedures and other elements related to the program. The City's program follows and complies with the minimum elements of a cross connection control program identified in WAC 246-290-490 (3) as listed below: Element 1: The purveyor shall adopt a local ordinance, resolution, code, bylaw, or other written legal instrument... An Ordinance No. 4312 was adopted by City Council On May 13, 1991, amending City Codes on "Water, Health and Sanitation" by adding a Cross -Connection Control section, to protect the health of water customers and the potability of the water in the distribution system. The ordinance established the City's authority for implementing the cross -connection control program. The following Renton Municipal Code (RMC) meets the requirements of Element 1 and its subsections: RMC 4-6-020 CROSS CONNECTION CONTROL STANDARDS: A PURPOSE: 1. National standards of safe drinking water have been established. The City, as a water purveyor, has the primary responsibility for preventing water from unapproved sources, or any other substances, from entering the public potable water system. (Ord. 4312, 5-13-1991) 2. This Section is to protect the health of the water consumer and the potability of the water in the distribution system. This is accomplished by eliminating or controlling all actual (direct) and potential (indirect) cross connections between potable and nonpotable systems through the use of approved backflow prevention assemblies. B APPLICABILITY: This Chapter applies throughout the water service area of the City. It applies to all systems installed prior to or after its enactment. Therefore, anyone wanting or using water from the City is responsible for compliance with these regulations and shall be strictly liable for all damage incurred as a result of failure to comply with the express terms and provisions contained herein. C AUTHORITY: The Administrator of the Department of Public Works will administer the provisions of the Chapter. He/she will designate cross connection specialists and propound all needful rules and regulations to implement these provisions. The Water Utility Section of the Utility Systems Division will be responsible for monitoring and inspecting all existing cross connection assemblies and for keeping all records generated by the cross connection control program. The Plan Review Section of the Development Services Division of the Department of Community and Economic Development will be responsible for reviewing all new and revised plans for cross connections. (Ord. 5450, 3-2-2009) D INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES: Backflow prevention assemblies required by this Chapter must be installed so as to be readily accessible for maintenance and testing. All assemblies shall be connected at the meter, the property line when meters are not used, or within any premises where, in the judgment of the City Cross Connection Control Specialist, the nature and extent of activity on the premises or the materials used or stored on the premises could present a health hazard should a cross connection occur. This includes: 1. Premises having an auxiliary water supply. 2. Premises having internal cross connections that are not correctable, or intricate plumbing arrangements which make it impractical to ascertain whether or not cross connections exist. 3. Premises where entry is restricted so that inspections for cross connections cannot be made with sufficient frequency or at sufficient short notice to assure that cross connections do not exist. 4. Premises having a repeated history of cross connections being established or re-established. 5. Premises on which any substance is handled under pressure so as to permit entry into the public water system, or where a cross connection could reasonably be expected to occur. This includes the handling of process waters and cooling waters. 6. Premises where materials of a toxic or hazardous nature are handled such that if backsiphonage should occur, a health hazard may result. 7. Hospitals, mortuaries, clinics. S. Laboratories. 9. Piers and docks. 10. Sewage treatment plants. 11. Food or beverage processing plants. 12. Chemical plants using a water process. 13. Metal plating industries. 14. Petroleum processing or storage plants. 15. Radioactive material processing plants or nuclear reactors. 16. Car washes. 17. Process waters or cooling towers. 18. Fire sprinkler systems. 19. Irrigation systems. 20. Solar hot water systems. 21. Others specified by the Administrator of the Department of Planning/Building/Public Works. E TYPES OF BACKFLOW PREVENTION ASSEMBLIES REQUIRED: Specific types of backflow prevention assemblies are required in the following conditions: 1. An air -gap separation or reduced principle backflow prevention assembly shall be installed where the water supply may be contaminated by industrial waste of a toxic nature or any other contaminant which would cause a health or system hazard. 2. An air gap must be used between a potable water supply and sewer connected wastes. 3. Lawn sprinkler or irrigation systems, which are supplied by City water only, shall be required to have a pressure vacuum breaker. If such system contains an auxiliary pump or is subject to chemical additives a double-check valve assembly, air -gap separation or a reduced pressure principle backflow prevention assembly will be required. F RESPONSIBILITIES OF OWNER AND UTILITY: 1. Water Utilities Section: a. The Water Utilities Section will perform evaluations and inspections of plans/or premises of all existing facilities and inform the owner, by letter, of any corrective action deemed necessary, the method of achieving the correction and the time allowed for the correction to be made. b. The Water Utilities Section shall insure that all backflow prevention assemblies are tested annually to insure satisfactory operation. c. The Water Utilities Section shall inform the owner, by letter, of any failure to comply by the time of the first reinspection. An additional fifteen (15) days will be allowed for the correction. In the event the owner fails to comply with the necessary correction by the time of the second reinspection, the Water Utilities Section will inform the owner, by letter, that the water service to the owner's premises will be terminated within a period not to exceed five (5) days. d. If the Water Utilities Section determines at any time that a serious threat to the public health exists, the water service will be terminated immediately and without notice. 2. Pian Review Section: On new installations the Plan Review Section will provide on-site evaluation and/or inspection of plans in order to determine if cross connections exist and what type of backflow preventer, if any, will be required before a water meter permit can be issued. 3. Owner: a. The owner shall be responsible for the elimination or protection of all cross connections on his property. b. The owner, whether notified by the City or not, shall at his expense install, maintain and have tested by a certified tester any and all backflow preventers on his premises. c. The owner shall return to the City the assembly test reports within thirty (30) days after receipt of the yearly test notification. d. The owner shall inform the Water Utilities Section of any proposed or modified cross connections. e. Owners who cannot shut down operation for testing of assemblies must provide bypass piping with an additional backflow assembly at their expense. f. The owner shall only install backflow preventers which are approved by the Washington State Department of Health. g. The owner shall install backflow preventers only in a manner approved by the Washington State Department of Health. h. The owner may be required to install a backflow preventer at the service entrance if a private water source is maintained on his premises, even if it is not cross connected to the City's system. i. Failure of the owner to cooperate in the installation, maintenance, repair, inspection and testing of backflow preventers required by this Section shall be grounds for the termination of water service or the requirements of an air -gap separation. G ANNUAL INSPECTION AND TESTING REQUIREMENTS: All reduced pressure principle backflow assemblies, double check valve assemblies, pressure vacuum breaker assemblies and air gaps installed in lieu of a backflow preventer shall be inspected and tested annually or more often when successive inspections indicate failure. All inspections and testing will be performed by a certified tester. The test reports shall be returned to the City within thirty (30) days after receipt of the yearly test notification. (Ord. 4312, 5-13-1991) 4 Element 2: The purveyor shall develop and implement procedures and schedules for evaluating new and existing service connections to assess the degree of hazard posed by the consumer's premises to the purveyor's distribution system and notifying the consumer ...... New Installations: As part of the City's review of an application for water service and for the issuance of a water meter permit for domestic, landscape irrigation, fire sprinkler system of for other water uses: 1. The Water Utility section reviews all pians for development and redevelopement projects, including plans for tenant improvements of existing and new buildings, and evaluates the cross -connection hazards. All new multi -family, commercial and industrial development and redevelopment projects are required to have "premise isolation" by having an approved Reduced -Pressure Backflow Assembly (RPBA) installed behind the domestic meter and as close as possible to the meter, conforming to the City's water utility standards details. The Water Utility may allow the installation of an approved Double Check Valve Assembly (DCVA) for premise isolation, after the review of the building plumbing plans and after verification that the use of the building is not considered as "severe or high -hazard' facilities per Table 9 of WAC 246-290-490. A Double Check Valve Assembly (DCVA) is required on a landscape irrigation meter and a Detector Double Check Valve Assembly (DDCVA) is required for a fire protection service. 2. The City's Building/Plumbing inspector evaluates the cross -connection hazards from the building internal plumbing and requires the installation of proper backflow prevention assemblies for in -premise isolation. The Water Utility coordinates its review of the plans with the Building/Plumbing inspector when the backflow prevention assemblies are used both for premise and for in -premise isolation. 3. The Public Works utility inspector inspects the installation of all backflow prevention assemblies installed outside of the buildings. The Building/Plumbing inspector inspects all backflow prevention assemblies installed inside the buildings. 4. Satisfactory backflow test reports must be submitted to the Water Utility for review prior to the final occupancy of the building. Periodic reevaluations: The Water Utility Cross -Connection Control Program manager periodically reevaluates connections and assess hazards as part of the preparation and submittal of the Annual Summary Report to the Department of Health. Connections are also evaluated and hazards assessed when they are brought to the attention of the Cross Connection Control Program Manager, for example during a tenant improvement project or when a building/plumbing inspector notices something of concern. Element 3: The purveyorshall develop and implement procedures and schedules for ensuring that: (i) Cross -connections are eliminated whenever possible (u) When cross -connections cannot be eliminated, they are controlled by installation of approved backflow preventers commensurate with the degree of hazard, and (iii) Approved backflow preventers are installed in accordance with the requirements of subsection (6) of this section. 1. The City's Cross -Connection Control Program endeavors to eliminate all actual or potential physical cross -connection where possible. An approved air -gap is required for a severe hazard facility such as the icing County Wastewater Treatment Plant. RPBA's are required for premise isolation for all high -hazard facilities and for all facilities listed in Table 9 of WAC 246-290-490. 3. The City has adopted codes and published standards details and procedures for the installation and testing of backflow prevention assemblies consistent with the "Cross -Connection Control Manual Accepted Procedure and Practice", latest edition. Element 4: The purveyor shall ensure that personnel, including at least one person certified as a CCS, are provided to develop and implement the cross -connection control program. The City's Cross -Connection Control Program manager is a State certified Cross -Connection Control Specialist. Several staff in the Water Utility section and Water Maintenance section are also State certified Cross - Connection Control Specialists and Backflow Assembly Testers. Element 5: The purveyor shall develop and implement procedures to ensure that approved backflow preventers relied upon to protect the public water system are inspected and/or tested (as applicable) under subsection (7) of this section. The Cross Connection Control Program Manager maintains current a database of backflow prevention assemblies installed within the water customers' premises and at the water meters. The program manager sends annual "Notice to Test" to owners of backflow prevention assemblies and reviews the tests reports submitted by State certified backflow assembly testers. The program manager notifies the owners by letter when an assembly fails the test and requires that the assembly be repaired or replaced and a satisfactory test report must be submitted to the City. The program manager inspects all new installation of backflow assemblies for premise -isolation. The Building/Plumbing inspector inspects the installation of assemblies inside the buildings. A hazard assessment is conducted as part of the inspection to ensure that protection is provided commensurate with the assessed degree of hazard. A State certified BAT inspects air gap, RPBA's, DCVA's, DDCVA's and all other approved assemblies and sends the test reports to the City. Element 6: The purveyor shall develop and implement a backflow prevention assembly testing quality control assurance program, including, but not limited to, documentation of BAT certification and test kit calibration, test report contents, and time frames forsubmitting completed test reports. The Cross Connection Control Program Manager reviews the test reports submitted by State certified BATS for completeness and accuracies. Test reports must be submitted within 30 days of completing the test. If information is missing on the report, or errors are found, the program manager notifies the testers to resubmit a revised report. The program manager may also inspect the assembly in question. The program manager requires that the testers submit copies of their current certification and their test kit calibration reports. This information in entered into the City database. A list of certified backflow device testers in the King County area is kept in the Cross Connection Control Program files. Copies of this list are made available to the public. A current list of backflow prevention assemblies approved for installation in Washington State is also kept in the program's files. Both of these lists are updated on a regular basis. Element 7: The purveyor shall develop and implement (when appropriate) procedures for responding to backflow incidents. This element is covered in the City of Renton Water System Emergency Response Plan and also in the Security - Terrorism Appendix. Each backflow incident is investigated by the City upon its discovery or knowledge. Reports of investigations and findings are sent to the Department of Health for each actual backflow incident. 6 The City Public Works staff has been trained on response to various emergencies including a contamination of water system through cross -connection. Element 8: The purveyor shall include information on cross -connection control in the purveyor's existing program for educating consumers about water system operation. The public education program may include periodic bill inserts, public service announcements, pamphlet distribution, notification of new consumers and consumer confidence reports. The City provides information on cross -connection through its website and trough the annual Water Quality Report. Public outreach and education are conducted through special events, such as Renton River Days and through regional participation with other Cities and Water purveyors. Element 9: The purveyor shall develop and maintain cross -connection control records including, but not limited to, the following (i) A master list of service connections and/or consumer's premises where the purveyor relies upon approved backflow preventers to protect the public water system from contamination, the assessed hazard level of each, and the required backflow preventer(s); (ii) inventory information on backflow preventers that protect the public water system including: (A) Approved air gaps installed in lieu of approved assemblies including exact air gap location, assessed degree of hazard, installation date, history of inspections, inspection results, and person conducting inspections; (B) Approved backflow assemblies including exact assembly location, assembly description (type, manufacturer, model, size, and serial number), assessed degree of hazard, installation date, history of inspections, tests and repairs, test results, and person performing tests; and (C) Approved AVBs used for irrigation system applications including location, description (manufacturer, model, and size), installation date, history of inspection(s), and person performing inspection(s). NO Cross -connection program summary reports and backflow incident reports required under subsection (8) of this section. 1. The City's Cross -Connection Control Program currently uses XC2 software and track the following information on each backflow prevention assembly and facility served with City water: level of hazard, type of backflow prevention assembly used, premise or in -premise use, location of assembly or air -gap, installation date, inspection history, test and repair history, test results, tester's information, inspection of assembly. 2. The City keeps records of all backflow incidents investigations and findings and of the annual summary reports. Element 10: Purveyors who distribute and/or have facilities that receive reclaimed water within their water service area shall meet any additional cross -connection control requirements imposed by the department in a permit issued under chapter 90.46 RCW. The King County Wastewater treatment plant used reclaimed water produced by the plant. There is an approved air -gap between the City's water supply and the domestic water tank owned by King County. The Boeing Customer Training Center has a support facility that uses reclaimed water for its cooling system, and there is an approved Double Check Valve Assembly at the City's domestic meter to the facility and a Reduced Pressure Backflow Assembly at the service branch to the cooling system. Appendix H DRINKING WATER QUALITY MONITORING PLAN TABLE OF CONTENTS I. Introduction II. Water System and Treatment III. Monitoring For Operations A. Chlorine B. Fluoride C. Turbidity D. Temperature E. Polyphosphate F. Iron G. Manganese H. Ammonia I. Hydrogen Sulfide J. PH K. Well Water Level L. Production Rates IV. Regulatory Monitoring A. Volatile Organic Chemical (\'OC) B. Synthetic Organic Chemical (SOC) C. Trihalomethanes & Haloacetic Acids D. Inorganic Chemical and Physical (IOC) E. Bacteriological F. Radionuclides G. Tap Sampling for Lead and Copper V. Aquifer Management Monitoring A. Downtown Aquifer Water Quality B. Downtown Aquifer Water Levels C. Maplewood Aquifer Water levels VI. Water Quality Regulations of Current Significance to the City of Renton A. Groundwater Rule 13. Stage 2 Disinfectants and Disinfection Byproducts Rule C. Unregulated Contaminant Monitoring Rule 3 Appendix A Coliform Monitoring Plan Appendix B Stage 2 Disinfectants & Disinfection Byproducts Rule Monitoring Plan 1. Introduction This plan summarizes all the drinking water duality monitoring conducted by the City of Renton. The monitoring includes, operational parameters such as fluoride and chlorine; regulatory requirements such as volatile organics and inorganics, and aquifer management such as groundwater level measurement and contaminate detection. The document is divided into five sections. The fust section describes the City of Renton water system and treatment operations. The second section describes water quality monitoring for operations. Each parameter is listed and under each parameter is a paragraph that describes the parameter, sampling and analysis methods, sample locations, and recording and reporting. The third section describes water quality monitoring per regulation (regulatory monitoring). Each parameter (or parameter family) is listed and under each parameter is a paragraph that describes the required analytes, sampling locations, sampling and analysis methods, sampling frequency and recording and reporting. The fourth section describes aquifer management monitoring. Three objectives are listed and under each objective is a goal. The fifth section discusses current or upcoming water quality regulations that are currently, or soon to have , a significant impact on water utility operations at the staffing and or infrastructure level. Appendix A to this plan is the City of Renton's Coliform Monitoring Plan. Appendix B to this plan is the City of Renton's Stage 2 Disinfection & Disinfectants Byproducts Rule Compliance Monitoring Plan. II. Water System and Treatment The City of Renton water system provides water service to an area of approximately 16 square miles and 64,000 customers through 17,368 service connections and one wholesale customer, Skyway Water and Sewer District, via a single metered connection. The City's water supply sources include nine wells (RWA, RW -2, RW -3, PW -5A, PW -8, PW -9, PW -11, PW -12 and PW -17) and one artesian spring (Springbrook Springs). The City has an additional well, EW -3, available for emergency use. Wells RW -1, RW -2, RW -3, PW -8, PW -9 and EW -3 are located in Liberty Park and Cedar River Park and pump from the Cedar River Delta Aquifer. Wells PW -11, PW -12 and PW -17 are located on the Maplewood Golf Course and pump from the deep Maplewood Aquifer. Well PW -5A pumps from a deep aquifer located in the Kennydale area of north Renton. The City is a wholesale customer of Seattle Public Utilities (SPU). The City has six metered interties with SPU transmission mains, which are available to serve wholesale water to the Renton distribution system. The water distribution system serves the valley floor and five surrounding hills: West I Iill, I Iighlands, Renton Hill, Talbot Hill and Rolling Hills. There are 15 hydraulically distinct pressure zones, nine on-line booster pump stations and two standby booster pump stations located throughout the City. There are 10 reservoirs in the system and approximately 305 miles of water main in service. Gaseous chlorine or sodium hypochlorite is added to all of the City's sources for disinfection and sodium fluoride is also added to prevent dental caries / cavities. Sodium hydroxide is added at Wells RW -1, RW -2, RW -3, PW -8, PW' -9, and EW -3, as well as at Springbrook Springs, to raise the pH of the water delivered to the distribution system. The Maplewood treatment facility treats water from wells PW -11, PW -12, and PW - 17. The Maplewood Treatment Plant: (1) removes hydrogen sulfide by converting it to sulfate by adding oxygen (granular activated carbon is used as a catalyst), (2) removes manganese using green sand filters, and (3) converts ammonia in the water to nitrogen gas by reacting it with sodium hypochlorite in a contact basin. A sequestering agent (Aqua Mag) is used in Well 5A to treat for iron and manganese. Since there is also naturally occurring ammonia in the water at Well SA, the chlorine dosage is set to create monochloramines for disinfection. From an aesthetics perspective the existing treatment is marginal (taste, odor and staining problems still exist), therefore this source is used sparingly_ Aqua Mag is also added at the Mt Olivet Booster Pump Station, the West Hili Booster Pump Station, and Pressure -Reducing Valve (PRV) Station 20 in the Renton I Iill area for corrosion control because of the significant number of cast iron distribution pipelines in these areas. III. Monitoring For Operations A. Chlorine Parameters: Chlorine demand is calculated in mg/1, free chlorine residual is measured in mg/1 and total chlorine residual is measured in mg/l. Sampling and Analysis Methods: Free chlorine is measured continuously by analyzer at all sources. The analyzer data is recorded by SCADA and the results are stored in the SCADA System History database. Grab samples are collected and measured daily by water quality staff for free chlorine from each source that is operating when staff is present and at nine (9) sampling stations located throughout the distribution system. Free and total chlorine arc measured by water quality staff during compliance bac-t sampling at bac-t sampling stations located throughout the distribution system. Grab samples at the source and in the field are collected in a glass tube and analyzed using the DPD colorimetric method (Hach Methods 10069 and 10070) using a Hach Pocket Colorimeter II. Chlorine Grab Sample Locations; Sampling Station Name Water Quality Database ID Well RW -1-2-3 End of Cl' Pipe Loop MSO40 Well PW -8 Fluoride sample tap PS026 Well PW -9 Fluoride sample tap PS027 Well PW -5A Treated Water FII NE668 PO 14 Maplewood 565 Treated Water SA#14 PS010 Maplewood 590 Treated Water SA#14 PS010 Well EW -3 Treated Water PS024 Springbrook Springs Sampling Stn POE13 311 Chelan Ave SE Sampling Station MS030 1614 I Ioquiam PL NE Sampling Station MS034 Highlands BPS 435 Zone Tap PS001 2510 Meadow Av N Sampling Station MS033 North Talbot BPS 490 "Zone Tap PS005 S 180th & West Vly - Sampl Station MS028 West Hill BPS 495 Zone Tap PS009 806 High live S - Sampling Station MS026 Lind NW & Taylor PI NW Sampling Stn MS032 See Coliform Monitoring Plan for the locations of the bac-t sampling stations. Recording and Reporting: Water quality staff record raw data on the form, City of Renton Pump / Chemical Feed Stations. Data from this form is used to complete the forms sent to DOH. Chlorine demand is calculated based on volume of water produced and pounds of chlorine consumed. The combined chlorine demand is calculated daily for all the chlorine gas supplied sources (Springbrook Springs; RW -1, 2 & 3; PW -8 & 9 and EW -3) and for the sodium hypochlorite supplied sources (PW -11, 12 & 17). This value is recorded on the form, CHLORINATION PLANT & TURBIDI'l Y REPORT, which is sent to DOI I monthly. The high value and low value of free chlorine measured by water quality staff as well as the number of samples measured and the average value of the samples measured is recorded daily on the form, CHLORINATION PLANT & TURBIDITY REPORT, for the chlorine gas supplied sources (combined) and the sodium hypochlorite supplied sources (combined). This form is sent to DOH monthly. The value of chlorine residual measured at each operating source is recorded daily on the form, GROUND WATER TREATMENT PLANT REPORT, which is sent to DOH monthly. The value of free chlorine and total chlorine which is measured during bac-t sampling is recorded on the bac-t test forms which are sent to the commercial laboratory. A copy of the form is returned to water quality staff with a detect or non -detect indication for coliform bacteria. Copies of these reports are provided to water utility engineering staff. B. Fluoride Parameters: Fluoride demand is calculated in mg/1. Fluoride is measured in mg/1. Sampling and Analysis Methods: Fluoride samples are collected and measured daily by water quality staff from each source that is operating when staff is present and at seven (7) sampling stations located throughout the distribution system. Once a month, at every source that ran for that month, two fluoride samples are collected. One sample is tested at the city shop by water quality staff using the city test equipment. The result of the test along with the second sample are sent to a state certified laboratory for analyses. The result from the laboratory along with the result from the city shop is sent to the Washington State Department of Health for comparison to ensure proper calibration of the city's test equipment. Fluoride samples are collected in a plastic bottle and transported to the city shop laboratory for analysis by the colorimetric method (SPADNS 2 10225) using an Accuvac SPADNS 2 reagent for fluoride with a Hach Model DR2700 spectrophotometer (Hach Method 8029). Fluoride Sampling Locations: Sampling Station Name Water Quality Database ID Well RW -1-2-3 F.nd of CT Pipe Loop 1\4S040 Well PW -8 Fluoride sample tap PS026 Well PW -9 Fluoride sample tap PS027 Well Pik' -5A 'Treated Water FH N E;668 POE14 Maplewood 565 'Treated Water SA#14 PS010 Maplewood 590 Treated Water SA#14 PS010 Well EW -3 Treated Water PS024 Springbrook Springs Sampling Stn POE13 311 Chelan Ave SE Sampling Station MS030 1614 I Ioquiam PL NE Sampling Station MS034 I Iighlands BPS 435 Zone Tap PS001 2510 Meadow Av N Samphng Station MS033 North Talbot BPS 490 Zone Tap PS005 S 180th & West Vly - Sampl Station MS028 Lind NAY-' & Taylor PI N1X' Sampling Stn MS032 Recording and Reporting: Water quality staff record raw data on the form, City of Renton Pump / Chemical Feed Stations_ Data from this form is used to complete the forms sent to DOH. Fluoride demand is calculated based on volume of water produced and pounds of chlorine consumed. Daily fluoride demand for each source running is calculated and recorded on the form, FLUORIDE PLANT REPORT, which is sent to DOH monthly. Fluoride, measured daily at each source running, is reported to DOH on the form, FLUORIDE PLANT REPORT, which is sent to DOH monthly. Flouride, measured daily at each source running, is also reported to DOH on the form, GROUND VX'A'1'ER TREATMENT PI NNT REPORT, which is sent to DOI I monthly. Copies of these reports are provided to water utility engineering staff. C. Turbidity Parameters: Turbidity is measured as NTU. Sampling and Analysis Method: Turbidity is measured daily from each source that is operating when staff is present. Turbidity samples are taken at the source, before treatment and dosing with chlorine and fluoride (raw water sample). The water samples are collected in a plastic bottle and transported to the Corrosion Control Treatment Facility laboratory for turbidity analysis by a Hach 2100N 'i'urbidimeter. Turbidity Sampling Locations: Sce Temperature Monitoring_ Recording and, Reporting: Results are recorded on the form, City of Renton Pump / Chemical Feed Stations. The daily= high value and low value for turbidity for the gas chlorine supplied sources (combined) and the sodium hypochlorite supplied sources (combined) is transferred to the form, CHLORINATION PLANK & `i'URBIDI'i'Y REPORT, which is sent to DOH monthly. A copy of these reports is provided to water utility engineering staff. D. Temperature Parameters: Temperature is measured in degrees C. &mphng and Analysis Method: Temperature is measured daily from each source that is operating when staff is present. Temperature is measured at the source, before treatment and dosing with chlorine and fluoride (raw water sample). Temperature and Turbidity Sampling Locations: Sampling Station Name Water Quality Database ID Well RW -1 - Raw 472.853122115701 Well RW -2 - Raw 472853122115601 Well RW -3 - Raw 472853122115602 Well PW -8 - Raw 472901122114901 Well PW -9 - Raw 472858122114201 Springbrook Springs Trtmt Bldg Raw MS016 Well EW -3 Raw Water 472902122115501 Well PW -5A - Raw 473050122114501 Well PW -11 Raw Water S A#2 PS014 Well PW -12 Raw Water SA#1 PS013 Well PW -17 Raw Water SA#3 PS015 Recording and Reporting Results are recorded on the form, City of Renton Pump / Chemical Feed Stations and transferred to the form, GROUND WATER TREATMENT PLANT REPORT, which is sent to DOH monthly. A copy of this report is provided to water utility engineering staff. E. Polyphosphate Parameters: Phosphate (PO4 3-) '043-) measured in mg/1.. Sampling and Analysis Method: The city adds ortho-polyphosphates to its water in areas of the distribution system which contain a high number of unlined cast iron water mains. Ortho - polyphosphates act to control the corrosion of the interior surfaces of water mains. Ortho polyphosphates are added at the Mt Olivet Booster Pump Station, West Hill Booster Pump Station and PRV 20. The city tests for phosphate concentration in the water supply in these areas daily. Samples are collected in a plastic bottle and transported to the city shops laboratory by water quality staff for analysis by the colorimetric method using a Hach Model DR2700 spectrophotometer with Hach Permachem Reagents PhosVer3 Phosphate Reagent. (Hach Method 8048). Polyphosphate Sampling Locations: Sampling Station Name Water Quality Database ID Highlands BPS 433 Zone Tap PS001 2510 Meadow Av N Sampling Station MS033 806 High Ave S - Sampling Station MS026 Lind NW & Taylor PI NW Sampling Stn MS032 Recording and Re orcin : Results are recorded on the form, City of Renton Pump / Chemical reed Stations, and transferred to the form, Iron and Phosphate, which is provided to water utility engineering staff. F. Iron Parameters: Iron (Fe) measured in mg/l. Sampling and Analysis Method: On a daily basis the city measure for iron in the distribution system in areas with a high concentration of cast iron mains and in areas supplied by the Maplewood wells (P%,' 11, 12 & 17). Samples are collected in a plastic bottle and transported to the city shops laboratory by water quality staff for analysis by the colorimetric method using a Hach Model DR2700 spectrophotometer with Hach Permachem Reagents — Ferrover Iron Reagent. (Hach Method 8146). When running and if time allows, water duality staff measure iron at the Maplewood Treatment plant. Samples are collected at the raw water intake, mid -point of the Chlorine Contact Chamber and at the low lift pump discharge pipe (when running. Samples are analyzed using a Hach Model DR4000 located in the treatment plant lab. Iron Sampling Locations: Sampling Station Name Water (duality Database ID 311 Chelan Ave SF. Sampling Station MS030 1614 I loyuiam PL NE Sampling Station MS034 Highlands BPS 433 Zone Tap PS001 2510 Nleadow .Av N Sampling Station MS033 806 High Ave S - Sampling Station MS026 Lind NW & Taylor PI NW Sampling Station MS032 Well PW -11 Raw Water SA#2 PS014 Well IIW-12 Raw Water SA#1 PS013 Well PNV-17 Raw Water SA#3 PS015 Maplewood Chlor Cntct Chamber SA# 11 PS023 Maplewood Low Lift Pumps SA#12 MS037 Recording and Reporting_ Results are recorded on the form, City of Renton Pump / Chemical Feed Stations, and transferred to the form, Iron and Phosphate, which is provided to water utility engineering staff. Results from the Maplewood Treatment Plant are recorded in the Maplewood Treatment Plant operations log. G. Manganese Parameters: Manganese (Mn) measured in mg/L Sampling and Analysis Method: When running and if time allows, water quality staff measure manganese at the Maplewood Treatment plant. Samples are collected at the raw water intake, mid -point of the Chlorine Contact Chamber and at the low lift pump discharge pipe (when running). Samples are analyzed using a Hach Model DR4000 located in the treatment plant lab (Hach Method 8149). Mangancsc Sampling Locations: Sampling Station Name Water Quality Database ID Well PW -11 Raw Water SA#2 PS014 Well PW -12 Raw Water SA#1 PS013 Well PW -17 Raw Water S.A#3 PS015 Maplewood Chlor Cntct Chamber SA#11 PS023 Maplewood Low Lift Pumps SA#12 MS037 Recording and ReportinW Results are recorded in the Maplewood Treatment Plant operations log. H. Ammonia Parameters: Ammonia (NH3-N) measured in mg/L Sampling and Analysis Method: When running and if time allows, water quality staff measure ammonia at the Maplewood Treatment plant. Samples are collected at the raw water intake and at the mid -point of the Chlorine Contact Chamber. Samples are analyzed using a Hach Model DR4000 located in the treatment plant lab (Hach Method 10023). Ammonia Sampling Locations: Sampling Station Name Water Quality Database ID Wcll PW -11 Raw Water SA#2 PS014 Well PVA' -12 Raw Water SA#1 PS013 Well PW -17 Raw Water SA#3 PS015 Maplewood Chlor Cntct Chamber SA#11 PS023 Recording and Reporting Results are recorded in the Maplewood Treatment Plant operations log. I. Hydrogen Sulfide Parameters: Hydrogen Sulfide (H2S) measured in mg/L Sampling and Analysis Method: When running and if time allows, water quality staff measure hydrogen sulfide at the Maplewood Treatment plant. Samples are collected at the raw water intake and at the mid -point of the Chlorine Contact Chamber. Samples are analyzed using a Ilach Model DR4000 located in the treatment plant lab (Hach Method 8131). Hydrogen Sulfide Sampling Locations: Sampling Station Name Water (duality Database ID Well PW -11 Raw Water SA#2 PS014 Well PW -12 Raw Water SA#1 PS013 Well PW -17 Raw Water SA#3 PSO15 Maplewood Chlor Cntct Chamber SA#11 PS023 Recording and Reporti . Results are recorded in the Maplewood Treatment Plant operations log. J. pH Parameters: pH- Sampling H_ Sapling and Analysis Method; The city measures the pH of treated water continuously by analyzer at all sources. The analyzer data is recorded by SCADA and the results are stored in the SCADA Svstem History database. Water quality personnel measure pII on a daily basis at sources operating when they are present, both before Na011 injection and after NaOH injection and at several sampling stations located throughout the distribution system. Samples are collected in a plastic bottle and transferred to the CCTF for analysis by a Thermoelectron Corporation pI I meter. pH Monitoring Locations. by Grab Sample: Sampling Station Name Water Quality Database ID Well R1VLI — Raw (before NaOH injection) 472853122115701 Well RW -2 — Raw (before NaOH injection) 472853122115601 Well RW -3 — Raw (before NaOH injection) 472853122115602 Well PW -8 — Raw (before NaOH injection) 472901122114901 Well PW -9 — Raw (before NaOH injection) 472858122114201 Well EW -3 Raw Water (before NaOH injection) 472902122115501 Well PW -5A Raw (before NaOH injection) 473050122114501 Springbrook Springs Trtmt Bldg Raw (before NaOH injection MS016 Well PW -11 Raw Water SA#2 PS014 Well PW -12 Raw Water SA#1 PS013 Well PW -17 Raw Water SA#3 PS015 Well RW -1-2-3 End of CT Pipe Loop (after NaOH injection MSO40 Well PW -8 Fluoride sample tap (after NaOI i injection PS026 Well PW -9 Fluoride sample tap (after NaOH injection) PS027 Well PW -5A Treated Water FI I NE668 (after NaOH injection POE14 Maplewood 565 4'reated Water SA#14 (after NaOH injection PS010 Maplewood 590 Treated Water SA#14 (after NaOH injection PS010 Well EW -3 Treated Water (after NaOH injection) PS024 Springbrook Springs Sampling Stn (after NaOH injection) POE13 311 Chelan Ave SF Sampling Station MS030 Highlands BPS 435 Zone Tap PS001 2510 Meadow Av N Sampling Station MS033 North Talbot BPS 490 Zone Tap PS005 S 180th & West Vly - Sampl Station MS028 Lind NW & Taylor PI NW Sampling Stn MS032 Recording and Reporting: pH, pre sodium hydroxide injection and post sodium hydroxide injection, is measured by water quality personnel and recorded on the form, CiLy of Renton Pump / Chemical Feed Stations and transferred to the forms, PH, and GROUND WATER 'I'REA'I'MENC P1.i1NT REPORT. The form, PH, and, GROUND WATER TREATMENT PLANT REPORT, are provided to water utility engineering staff. The form, GROUND WATER TREATMENT PLANT REPORT, is sent to DOH monthly. K. Well Water Level Parameters: Feet from Top Of Case (TOC). Sampling and Analysis Method: Well transducers automatically record water level data and store it in the SCADA System History database. Water quality staff measure water level at production wells on a weekly basis, whether the well is in operation or not. Locations: Well RW -1, RW -2, RW -3, MXL8, PW -9, EW -3, PW -5A, PW 11, PW -12 & PNX'-17. Recording and Reporting: Water levels measured by water quality staff are recorded on the form, City= of Renton Pump / Chemical Feed Stations, and transferred to the form, Well Level Measurements YYYY, which is provided to water utility engineering staff L. Production Rates Parameters: Measured in gallons. Sampling and Analy=sis Method: All sources and all booster pump stations except Tiffany Lark and Fred Nelson are metered. Meter data is recorded by the SCADA system and stored in the SCADA System I Iistory database. Water quality= staff record meter readings on a daily basis for each source. Locations: All sources and all booster pump stations except Tiffany Park and Fred Nelson. Recording and Reporting: Meter readings measured by water quality staff are recorded on the form, City of Renton Pump / Chemical Feed Stations, and summarized and transferred to the form, RENTON WATER UTILITY MONTIILY REPORT, which is provided to water utility engineering staff. IV. Regulatory Monitoring A. Volatile Organic Chemical (VOC) Regulated Under sections of WAC -246-290 and sections of 40 CFR 141. REQUIRED ANALYTES: EPA Regulated Analytes {40 CFR 141.61 (a) } and EPA Unregulated Analytes {reference not known) . Currently these analytes are covered by, WA DOH TEST PANEL: VOC1, however this may change. Direct the laboratory to analyze for VOC's for drinking water compliance monitoring. SAMPLING LOCATIONS: Reference: 40 CFA 141.24(f) A minimum of one sample at every entry point to the distribution system which is representative of each well after treatment. Entry Point Sampling Station Name Water Quality Database ID RW -1, RW -2, RW -3 Well RW -1-2-3 End of CT MSO40 Pipe Loo PW -8 Well PW -8 Fluoride sample PS026 to PW -9 Well PW -9 Fluoride sample PS027 to PW -5A Well PW -5A Treated Water POE14 FH NE668 PW -11, PW -12, PW -17 Maplewood 565 Treated Water PS010 SA#14 PW -11, PW -12, PW -17 Maplewood 590 Treated Water PS010 SA#14 EW -3 Well EW -3 Treated Water PS024 Springbrook Springs Springbrook Springs Sampling POE13 Stn SAMPLING AND ANALYSIS METHODS: Reference 40 CFR 141.24(e) Treated source water samples are collected in glass tubes provided by the commercial laboratory and placed in a cooler. Analysis is done by a commercial laboratory using EPA Method 524.2. SAMPLING FREQUENCY: Reference: 40 CFR 141.24(f) Once per every 3 years Unless waived by DOH. RECORDING AND REPORTING: The commercial laboratory reports results directly to DOH and sends the shop a hard copy. The shop sends the Water Utility engineering section a copy. Data are entered into the water quality data base by Water Utility personnel. B. Synthetic Organic Chemical (SOC) Regulated Under sections of WAC -246-290 and sections of 40 CFR 141. REQUIRED ANALYTES: EPA Regulated Analytes 140 CFR 141.61 (c)} and EPA Unregulated Analytes (reference not known). Currently these analytes are covered by, WA DOH TEST PANEL: PEST1, HERBS, FUMIGANT and INSECT, however this may change. Direct the laboratory to analyze for SOC's for drinking water compliance monitoring. DOI I may require one, two three or all four test panels. SAMPLING LOC:A'TIONS- Reference: 40 CFR 141.24(h) A minimum of one sample at every entry point to the distribution system which is representative of each well after treatment. Entry Point Sampling Station Name Water Quality Database ID RW -1, RW -2, RW -3 Well RW -1-2-3 End of CT MSO40 Pipe Loo PW -8 Well PW -8 Fluoride sample PS026 to PW -9 Well PW -9 Fluoride sample PS027 to PW -5A Well PW -5A 'Treated Water POE14 FH NE668 PW -11, PW -12, PW -17 Maplewood 565 Treated Water PS010 SA# 14 PW -11, PWA 2, PW -17 Maplewood 590 Treated Water PS010 SA#14 EW -3 Well EW -3 Treated Water PS024 Springbrook Springs Springbrook Springs Sampling POE13 Stn SAMPLING AND ANALYSIS METHODS: Reference 40 CFR 141.24(e) Treated source water samples are collected in glass tubes provided by the commercial laboratory and placed in a cooler. Analysis is done by a commercial laboratory using EPA Methods specified in 40 CFR 124.24(e). SAMPLING FREQUENCY: Reference: 40 CFR 141.24(h) Twice per every 3 years unless waived by DOH. RECORDING AND REPORTING: The commercial laboratory reports results directly to DOH and sends the shop a hard copy. The shop sends the Water Utility engineering section a copy. Data are entered into the water quality data base by Water Utility personnel. C. Trihalomethanes and Haloacetic Acids Regulated Under sections of WAC -246-290 and sections of 40 CFR 141. Trihalomethanes and Haloacetic Acids are regulated by the Stage 2 Disinfectants and Disinfection Byproducts Rule (Stage 2 DBPR). Trihalomethanes are also included in the WA DOH TEST PANEL: VOC1. See Stage 2 DBPR Compliance Monitoring Plan for more information on distribution system monitoring and sec VOC sampling reports for sampling results for samples taken from the source, after treatment. D. Inorganic Chemical and Physical (IOC) Regulated Under sections of WAC -246-290 and sections of 40 CFR 141. REQUIRED ANALYTES: WAC 246-290-300(4). Currently these analytes are covered by, WA DOH TEST PANEL: IOC, however this may change. Direct the laboratory to analyze for IOC's and Physical Characteristics for drinking water compliance monitoring. SAMPLING LOCATIONS: Reference: WAC -246-290-300 (Table 3) A minimum of one sample at every entry point to the distribution system which is representative of each well after treatment. Asbestos is monitored in the distribution system per WAC -246 -290 -300 - Entry Point Sampling Station Name Water Quality Database ID RW -1, RW -2, RW -3 Well RW -1-2-3 End of CT Pipe Loo MSO40 PW -8 Well PW -8 Fluoride sample PS026 to PW -9 Well PW -9 Fluoride sample PS027 to PW -5A Well PW -SA 'Treated Water POF14 FH N )x.668 PW -11, PW -12, PW17Maplewood 565 Treated Water PS010 SA# 14 PW -11, PW -12, PSG' -17 Maplewood 590 Treated NVater PS010 SA# 14 1~;W-3 Well EW -3 Treated Water PS024 Springbrook Springs Springbrook Springs Sampling POE13 Stn SAMPLING AND ANALYSIS METHODS: Reference 40 CFR 141.23(a) & 40 CFR 143.4 Treated source water samples are collected in glass tubes provided by the commercial laboratory and placed in a cooler. Analysis is done by a commercial laboratory using various methods. SAMPLING FREQUENCY: Reference: 40 CFR 141.23(a) Once per every three years unless waived by DOI I. Nitrate and Nitrite must be sampled at every source yearly. There is no waiver for Nitrate and Nitrite. RECORDING AND REPOR'T'ING: The commercial laboratory reports results directly to DOH and sends water quality staff a hard copy. The water quality staff sends the %Fater Utility engineering section a copy. Data are entered into the water quality data base by Water Utility personnel. E. Bacteriological Regulated Under sections of %VAC -246-290. REQUIRED ANALY'Z'ES: Total Coliform Bacteria, absence or presence. SAMPLING LOCATIONS: See Coliform Monitoring Plan. SAMPLING AND ANALYSIS METHODS: Samples are collected in plastic bottles provided by the commercial laboratory. The bottles are provided with a reducing agent to dechlorinate the samples. Typically thiosulfate is used_ See Coliform Monitoring PIan for more details of routine bacteriological sampling_ SAMPLING FREQUENCY: See Coliform Monitoring Plan_ RECORDING AND REPORTING: The commercial laboratory reports the results directly to DOH and sends a hard copy of the results to water quality staff_ F. Radionuclides Regulated under section 40 CFR 141.26. REQUIRED ANALYTES: Gross Alpha in pCi/1. and Radium 228 in pCi/L. SAMPLING LOCATIONS: Entry Point Sampling Station Name Water Quality Database ID RW -1, RW -2, RXV-3 Well RW -1-2-3 End of CT MSO40 Pipe Loo PW -8 Well PW -8 Fluoride sample PS026 tap PW -9 Well PW -9 Fluoride sample PS027 to PW -5A Well PW -5A Treated Water POE14 FH NE668 PW -11, PW -12, PW -17 Maplewood 565 Treated Water PS010 SA#14 PW -11, PW -12, PW -17 Maplewood 590 Treated Water PS010 SA#14 EW -3 Well EW -3 Treated Water PS024 Springbrook Springs Springbrook Springs Sampling POE13 Stn SAMPLING AND ANALYSIS METHODS: Samples are collected in a plastic bottle provided by the commercial laboratory. Analysis is done by a commercial laboratory using methods, EPA 900.0: RL -GPC -001 and FPA 904.0: RI—RA-001- SAMPLING FREQUENCY: Currently once every three years. RECORDING AND REPORTING: The commercial laboratory reports results directly to DOH and sends water quality staff a hard copy. The water quality staff sends the Water Utility engineering section a copy. Data are entered into the water quality data base by Water Utility personnel. G. Tap Sampling for Lead and Copper Regulated under 40 CFR 141.86, 40 CFR 141.87 & 40 CFR 141.88. REQUIRED ANALYTES: Lead and copper in mg/L SAMPLING LOCATIONS- Currently the Water Utility is required to sample 30 sites. Lead and copper sampling sites are identified in the water quality database under the SITE—ID column by the designation: LS***. Currently there are 119 qualified sites entered in the database. SAMPLING AND ANALYSIS METHODS: Samples are collected at single family home kitchen and bathroom water faucets, by the residents, in plastic bottles provided by the commercial laboratory and delivered by the Water Utility. Residents are instructed not to run their water for G hours prior to taking their sample. The Water Utility- collects the filled bottles and delivers them to the commercial laboratory for analysis. Notify the laboratory that these samples are for compliance with mandatory lead and cooper tap sampling. Water Utility engineering staff manage the lead and copper tap sampling program_ SAMPLING FREQUENCY: At this time the Water Utility is on a 3 year cycle approved by DOH. Samples should be collected between June and September. RECORDING AND REPORTING- The commercial laboratory reports the results directly to DOH and sends a copy to engineering staff. The results are entered in the water quality database by water utility personnel. V. Aquifer Management Monitoring Goal: To provide an early warning of contaminates present in production well capture zones and to track the short term (seasonal) and the long term changes in the elevation of the aquifer water table. The City owns (owned) 58 monitoring wells which can be used to collect water samples and measure the elevation of the water table. Status of Monitoring Wells: In 2009 the City contracted with Pacific Groundwater Group to assess the state of the City's monitoring wells. Pacific Groundwater Group could not locate two wells, determined that two wells had been abandoned and four had been decommissioned. Pacific Groundwater Group provided the City with a list of recommended maintenance and upgrades to the monitoring wells to make them more secure and more usable. The City has hired Pacific Groundwater Group to provide a risk assessment of the aquifer; priorive the monitoring wells based on the outcome of the risk assessment, and repair and secure the monitoring wells. A. Downtown Aquifer Water Quality Goal: To sample the water quality of the downtown aquifer for contaminates which may reach our downtown drinking water wells. Past sampling has been sporadic. The City has contracted with Pacific Groundwater Group to perform a risk assessment of the downtown aquifer and prioritize the monitoring wells based on their probability of detecting a contamination event. Based on Pacific Groundwater Group's findings and staffing availability, the Water Utility will identify the monitoring wells to sample as well as the frequency of sampling. If contaminates are detected in a monitoring well, the Water Utility will conduct follow up sampling. The test results are entered into the Water Quality database. B. Downtown Aquifer Water Level Goal: To measure water levels in the downtown aquifer on a monthly basis, September - May and a bi- weekly basis June — August. The data is used to analyze the seasonal and long term changes in the water table. The measurements are entered in the Water Level database. The following monitoring wells are measured: MW -1, MW -10, MW -18, MW -20, MW -21, MW -305, MW -30D, MW -315, MW -31D, MW -34S, MW - 34D, OSP-9 & I IC -6I. Recently monitoring wells MW -27, MW -255 and MW -25D were added to this list. C. Maplewood Aquifer Water Level Goal: To measure water levels in the shallow and deep aquifers at the Maplewood Golf Course. The data is used to analyze the impact of production well pumping on the aquifers. The Water Utility has installed pressure transducers in several of the groundwater wells located in the Maplewood aquifers (MW -36S & D, MW -37S & D and MW -38S & D). The transducers measure pressure and temperature and are programmed to take a measurement every 10 minutes. The data is downloaded from the transducers and stored on the City of Renton's I I drive. Issues: The transducers breakdown frequently. The manufacturer re -designs the transducers on a regular basis and does not provide technical support for older models, which forces the Water Utility to often upgrade the transducers_ The program to manage and maintain the transducers is time consuming and expensive. At this time the Fater Utility is exploring other options for measuring groundwater levels in the shallow and deep Maplewood aquifers. VI. Water Quality Regulations of Current Significance to the City of Renton A. The Groundwater Rule The Groundwater Rule (GWR) was signed October 11, 2006 by EPA :'administrator Stephen L. Johnson; published in the Federal Register on November 08, 2006; adopted by the Washington State Department of Health on October 1, 2010, and placed into effect on November 1, 2010. A correction to the table on Analytical Methods For Source Water Monitoring was published in the Federal Register November 21, 2006. The rule builds upon the Total Coliform. Rule (TCR) by addressing the health risks of fecal contamination in groundwater sources used by public water system. The GWR applies to all Group A public water systems that: • Rely entirely on one or more groundwater sources. • Receive finished groundwater from another public water system. • Mix surface water sources (or groundwater under the direct influence of surface water) with groundwater. Systems that combine all of their sources before treatment are exempt from the rule. The GWR's risk-based strategy addresses risks through an approach that relies on four major components: • Periodic sanitary surveys of systems that require the evaluation of eight critical elements of a public water system and the identification of significant deficiencies (e.g., a well located near a leaking septic system); + Triggered source water monitoring when a system (that does not already treat drinking water to remove 99.99 percent (4 -log) of viruses) identifies a positive sample during its Total Coliform Rule monitoring and assessment monitoring (at the option of the state) targeted at high-risk systems; + Corrective action is required for any system with a significant deficiency or source water fecal contamination; and • Compliance monitoring to ensure that treatment technology installed to treat drinking water reliably achieves 99.99 percent (4 -log) inactivation or removal of viruses. City of Renton Action: Currently City of Renton water quality personnel collect source water samples, from sources in operation, when they collect coliform samples for compliance with the Total Coliform Rule. This allows immediate identification of E_ coli positive or negative source water samples in case the City finds a coliform positive sample in the distribution system. These source water samples count as triggered source water samples. If an E. coli positive sample is detected in a source water sample the Washington State Department of Health will direct the City to either take corrective action or take five additional source samples within 24 hours_ if E. coli continues to be present in source water samples the Department of Health will direct the City to take corrective action and issue public notification. In addition the Groundwater Rule increases the frequency of sanitary surveys from once every five years to once every three years if certain requirements are not met. The City of Renton is currently in the preliminary design phase of a chlorine contact system for wells PW -8, PW -9, RW -3 and Springbrook Springs to provide 4 -log treatment of viruses in conjunction with compliance monitoring. Once the system is approved by the Department of Health and placed into operation, the City will no longer have to meet the triggered source water monitoring requirements and will be allowed to maintain a sanitary survey frequency- of 5 years. However, the City will be required to perform compliance monitoring of the 4 log inactivation or removal of viruses and comply with corrective action and public notification as directed by DOH for compliance violations. Well,, RW -1, 2 & 3 receive 4 log treatment of viruses through the existing CTG pipeline installed in Liberty Park. `Fells PW -11, 12 & 17 receive 4 log treatment of viruses through the chlorine contact chamber operating at the Maplewood Treatment Plant. B. Stage 2 Disinfectants and Disinfection Byproducts Rule (Stage 2 DBPR) Published in the Federal Register on January 4, 2006 with an effective date of March 6, 2006. The Washington State Department of Health adopted the rule and began enforcement January 4, 2010_ The purpose of the rule is to increase public health protection by reducing the potential risk of adverse health effects associated with disinfection byproducts (DBPs) throughout the distribution system. Stage 2 DBPR Builds on the Stage 1 Disinfectants and Disinfection Byproducts Rule (Stage 1 DBPR) by focusing on monitoring for and reducing concentrations of two classes of DBPs—TTI IM and I L�15 in drinking water. Initial Distribution System Evaluation (IDSE) Stage 2 DBPR requires some systems to complete an IDSE to characterize DBP Ievels in their distribution systems and identify locations to monitor DBPs for stage 2 DBPR compliance. The Stage 2 DBPR bases 'ITHM and HAA5 compliance on a locational running annual average (LRAA) calculated at each monitoring location. The IDSE options are: Standard Monitoring, System Specific Study (SSS), 40/30 Certification (no IDSE monitoring requirements) and Very Small Svstem Waiver (no IDSE monitoring requirements) Major changes from Stage 1 DBPR to the Stage 2 DBPR include: • Consecutive systems now must monitor if any water they provide is treated with any type of chlorination or ozone, even if only the supplier uses it. i The number of samples served is now only related to population served and source type. + Sample locations are based on locations of highest TTI IM and I IAA5 averages based on both interim stage 2 DBPR monitoring during initial distribution system evaluation, if required, and Stage 1 DBPR monitoring. Large systems must include some Stage 1 DBPR locations. + Determining maximum contaminant level compliance now is based on the locational annual average. Compliance Dates: Schedule 1 systems (systems serving populations greater or equal to 100,000) must begin routine monitoring according to Stage 2 rule by April 1, 2012. Sampling requirements: Ground water systems serving populations of 100,000 — 499,999 must take 6 samples per quarter. Groundwater systems serving populations equal to or greater than 500,000 must take 8 samples per quarter. City of Renton Action: The City of Renton applied for and received 40/30 Certification and therefore is not required to complete an IDSE. Currently Renton samples once yearly, in summer, for 'I`l'HM and HAAS from 6 sites. Renton continues to comply with the 40/30 certification by maintaining TTHM at all sites below 40 micro -grams per liter and I IAA5 at all sites below 30 micro -grams per liter. At the time of this writing Renton is waiting for direction from DOH on how to prepare the Stage 2 DBPR Compliance Monitoring Plan. Renton is classified as a Schedule 1 system and must begin routine monitoring according to the Stage 2 DBP Rule by April 1, 2012. Renton will be required to sample at either 6 or 8 sites, depending on the combined population of the Seattle Public Utilities' water service area and the Renton Water Utility service area. C. Unregulated Contaminants Monitoring Rule 3 As proposed, UCMR 3 would require public water systems (PWSs) to monitor for 28 chemicals and two viruses_ All PWSs serving more than 10,000 people, and a representative sample of 800 PWSs serving 10,000 or fewer people, would be required to conduct Assessment Monitoring for 28 "List 1" chemicals during a continuous 12 -month period from January 2013 through December 2015. In addition, a targeted group of 800 PWSs serving 1,000 or fewer people would be required to conduct Pre -Screen Testing for two "Ust 3" viruses during a 12 -month period from January 2013 through December 2015. Contaminants listed are: 17-B-estradiol; 17-a-ethynylestradiol; 16-a-hydroxyestradiol; equilin; estrone; testosterone; 4 -androstene -3, 17-dione; 1,2,3-trichloropropane; 1,3 -butadiene; chloromethane; 1,1-dichloroethane; n-propylbenzene; bromomethanc; sec -butyl crimne; chlorodifluoromethane; bromochloromethane; 1,4 -dioxane; vanadium; molybdenum; colbalt; strontium; chlorate; perfluorooctane sulfonate; perfluorooctanoic acid; perfluorononanoic acid; perfluotohexane sulfonic acid; perfluoroheptanoic acid; perfluorobutane sulfonic acid; enteroviruses; noroviruses. City of Renton Action: The City is monitoring the development of this rule. Appendix A To Drinking Water Quality Monitoring Program Coliform Monitoring Plan The plan consists of six components: I. SYSTEM INFORMATION II. SAMPLING INFORMATION III. PUBLIC NOTIFICATION IV. PLAN PREPARATION INFORMATION V. MAP VI. DEPARTMENT OF HEALTH PRESS RELEASE TEMPLATE I. SYSTEM INFORMATION 1) Water System Name: City of Renton 2) System ID number: 71850L, Class 1 3) Location: King County 4) a) Sources: DDM Source # DOH Source Renton Source Well Depth Source Location Name Source Name Category (ft) (degrees, minutes, seconds) S01 Well #1 RW -1 Well 57 122°12'1.106"W 47"28'52.748"N S02 Well #2 RW -2 Well 52 122'12'1.343"W 47°28'52.754"N S03 Well #3 RW -3 Well 50 122°12'1.588"W 47'28'52.935"N SO4 Well #5 PW -5A Well 276 122011'48.756"W 47130'47.583" N S05 Springbrook Springbrook Spring N/A 122012'29.883"W Springs Springs 47'25'30.372"N S06 Well #4 Weli-4 Well 92 S07 Well #8 PW -8 Well 66 122°11'52.625"W 47'28'54.91"N S08 77050Y/Seattle Intertie N/A Multiple S09 Well #9 PW -9 Well 65 122°11'48.233"W 47°28'58.933"N S10 Wellfield Wells RW1, Wellfield 50 RW2, & RW3 S11 Well #11 PW -11 Well 285 122'9'56.274"W Size PRV #28 47028'21.134"N S12 Well #17 PW -17 Well 286 122°9'56.915"W Seattle to Renton Fred Nelson Benson Rd 5 & S Rolling Hills 590 47'28'21.378"N 513 Wellfield Wells PW -11, Wellfield 285 Nelson BPS PW -12 & SPU Station #36 Jones Ave 5 & 5 7th Rolling Hills 490 PW -17 6 -inch St. 515 Well #12 PW -12 Well 298 122"10'7.983"W One -Way Intertie — 3 -inch / 3 - SPU #37 Renton Ave S. 47028'27.56"N S16 Well #3 EW -3 Well 35 122011'54.97"W SPU #38 Thomas Ave. S. Seattle to Renton 47029'1.782"N b) Alternate Outside Supply Connections: i. Interties Name Location Receiving Zone Type Connection Size PRV #28 Shattuck Ave S & S Talbot Hill 350 One -Way Intertie — 6 -inch SPU #33 23`d St Seattle to Renton Fred Nelson Benson Rd 5 & S Rolling Hills 590 One -Way Intertie — 8 -inch SPU #34 26th St. Fred Seattle to Renton Nelson BPS SPU Station #36 Jones Ave 5 & 5 7th Rolling Hills 490 One -Way Intertie 6 -inch St. Seattle to Renton PRV #6 Beacon Way Near Scenic Hill 370 One -Way Intertie — 3 -inch / 3 - SPU #37 Renton Ave S. Seattle to Renton inch PRV #35 S 134th 5t & Earlington 370 One -Way Intertie — 6 -inch SPU #38 Thomas Ave. S. Seattle to Renton Tiffany Park Kirkland Ave SE & Rolling Hills 590 Two -Way Intertie — 10 -inch / 8 - SPU #39 SE 158" St. Seattle & Renton inch Tiffany Park BPS PRV #24 1901Oakesdale Downtown 196 One -Way Intertie — 8 -inch Bow Lake Pipeline Ave SW (1,250 feet Seattle to Renton SPU #196 south) Renton / Seattle Union Ave 5E & SE N/A One -Way Intertie — 10 -inch 2nd PL. Renton to Seattle PRV #25 SW 43rd Street & Downtown 196 Two—Way Intertie 10 -inch Renton —Kent Lind Avenue SW Skyway Wholesale 801h Ave S & 5 116th N/A One -Way Intertie — 10 -inch ii. Emergency Interties Name St Receiving Zone Renton to Skyway Connection Boeing Plant Logan Ave S & S 2"d N/A One Way Intertie — 10 -inch Meter -East St. N/A Seattle to Boeing Plant 8 -inch SPU #179 Ave NE 750,000 Intertie — 4900 NE 12th Street, 98059 Boeing Plant Logan Ave S & S 2"d N/A One Way Intertie — 10 -inch Meter -West St. Seattle to Boeing Plant SPU #180 17300 West Valley Downtown 196 Two—Way Emergency 8 -inch ii. Emergency Interties Name Location Receiving Zone Type Connection 5 million Mt Olivet (196) 250 Bronson Way NE, 98056 3 million Size PRV #53 Coal 2610 Lynnwood N/A One Way Emergency 8 -inch Creek Utility Ave NE 750,000 Intertie — 4900 NE 12th Street, 98059 District Rolling Hills (590) 2401 Puget Drive SE, 98055 Renton to Coal Creek Utility District PRV #23 17300 West Valley Downtown 196 Two—Way Emergency 8 -inch Renton —Tukwila Hwy S. Intertie Dimmit Booster 12603 82"d Ave S West Hill 495 Two Way Emergency 6 -inch Pump Station intertie Skyway Water & 12 -inch Sewer District - Renton 5) Storage/Reservoirs Reservoir Name (Zone) Address (street & zip) Capacity in Gallons (Nominal) North Talbot (196) 1912 Talbot Rd. S., 98055 5 million Mt Olivet (196) 250 Bronson Way NE, 98056 3 million Highlands (435) 3410 NE 12th Street, 98056 1.5 million Highlands (43S) 3410 NE 12th Street, 98056 2 million Highlands (565) 3410 NE 12th Street, 98056 750,000 Hazen (565) 4900 NE 12th Street, 98059 4.2 million Rolling Hills (590) 2401 Puget Drive SE, 98055 300,000 Rolling Hills (490) 2401 Puget Drive SE, 98055 3 million West Hill (495) 1260382 nd Ave 5, 98178 1.4 million South Talbot (350) 4300 Main Ave S, 98055 1.5 million Maplewood Clearwell 4030 Maple Valley Hwy, 98058 212,000 6) Zone Transfer Stations a) Pressure Reducing Stations Station No. Station Location Receiving Zone Supplying Zone 1 Taylor PI NW, SE of intersection of West Hill 300 West Hill 495 Taylor PI NW and Stevens Ave NW — 602 Taylor PL NW 2 NW 4th Street & Lind Ave NW — 371 West Hill 300 West Hill 495 Lind Ave NW 3 SW Langston Rd SW & Bagley Place West Hill 300 Earlington 370 SW — 510 Langston Rd SW 47 NW 3rd Street & Maple Ave NW — West Hill 300 West Hill 495 301 Maple Ave NW 4 Mill Ave S & S 6th Street — 536 Mill Scenic Hill 370 Rolling Hills 490 Ave S 5 Cedar Ave S & S 51h Street — 444 Scenic Hill 370 Rolling Hills 490 Cedar Ave S 6 Beacon Way S between Renton Ave Scenic Hill 370 Seattle Public Utilities S & Cedar Ave S, 1318 Beacon Way S Cedar River Pipeline #3 22 Renton Ave S & Beacon Way 5 —424 Scenic Hill 370 Rolling Hills 490 Renton Ave S 7 Benson Rd S & S 15t" Street, South of East Talbot Hill 300 Rolling Hills 490 1240 Benson Rd S 8 Eagle Ridge Dr & S 15th Street, North East Talbot Hill 300 Rolling Hills 490 of 1600 S Eagle Ridge Drive 9 North Talbot Booster Pump Station - Talbot Hill 350 Rolling Hills 490 730S 19th Street 12 S 23rd Street & Williams Ave S — 2217 Talbot Hill 350 Rolling Hills 490 Williams Ave S 28 S 23rd Street & Shattuck Ave S — Talbot Hill 350 Seattle Public Utilities 2226 Shattuck Ave 5 Bow Lake Pipeline 490 49 S35 th Street & Wells Ave S, West of Talbot Hill 350 Rolling Hills 490 1001S3 5th Street 10 S 16th Street & Talbot Rd S, East of West Talbot Hill 300 Talbot Hill 350 1605 Talbot Rd S 29 S 23rd Street & Shattuck Ave S — West Talbot Hill 300 Talbot Hill 350 2226 Shattuck Ave S 13 Meadow Ave N & N 28th Street — Kennydale 320 Highlands 435 1440 N 28th Street 14 Meadow Ave N & N 32nd Street — Kennydale 320 Highlands 435 1415 N 32"d Street 16 NE 3rd Street & Sunset Blvd N, South Kennydale 320 Highlands 435 of 324 Sunset Blvd N 26 Marina Landing Apartments —1300 Kennydale 320 Highlands 435 N 20th Street 39 Inside Houser Way Booster Pump Kennydale 320 Highlands 435 Station — 325 Houser Way N 43 N 26th Street & Park Ave N — 1405 N Kennydale 320 Highlands 435 26th Street 52 North of West Hill Booster Pump Kennydale 320 West Hill 495 Station @ 615 West Perimeter Road 23 Tukwila Emergency Intertie —17300 Valley 196 Tukwila 360 West Valley Highway 24 Boeing Longacres Intertie, PID Valley 196 Seattle Public Utilities 0886700140 Bow Lake Pipeline 490 25 Kent Intertie, SW 43`d Street & Lind Valley 196 Kent 220 Ave SW — 4208 Lind Ave SW 30 Park Ave N & N 8" Street — 750 Park Valley 196 Kennydale 320 Ave N 31 636 Park Ave N Valley 196 Kennydale 320 32 SW Sunset Blvd & Maple Ave SW — Valley 196 West Hill 300 203 SW Sunset Blvd 36 Talbot Rd S & 177th Ave SE —17600 Talbot Hill 270 Talbot Hill 350 Talbot Rd S 37 East of N 4th Street & Houser Way N, Valley 196 Highlands 435 North of 353 Sunset Blvd N 40 Inside Maplewood Booster Pump Valley 196 Rolling Hills 590 Station —4030 Maple Valley Highway 48 NW Corner of Maplewood Booster Valley 196 Highlands 565 Pump Station —4030 Maple Valley Highway 34 Benson Rd S & S 26th Street, SE Rolling Hills 490 Rolling Hills 590 Corner of 2223 Benson Rd S 46 SE 81h Place Between S 7th Court & SE Rolling Hills 490 Rolling Hills 590 8th Street, NW of 1701 SE 8th St. 35 Thomas Ave SW & SW Langston Rd, Earlington 370 Seattle Public Utilities PID 1823059026 Cedar River Pipeline #2, 520 41 84th Ave S & Renton Ave S, 13223 Earlington 370 West Hill 495 84" Ave S 38 Inside Monroe Ave Booster Pump Highlands 435 Highlands 565 Station, Transfer Valve @ SE Corner of 401 Monroe Ave NE 44 Shadow Hawk Condos — SE 12th Rolling Hills 395 Rolling Hills 590 Street & Kirkland Ave SE 45 Shadow Hawk Condos, SE 12th Street Rolling Hills 395 Rolling Hills 590 b) Booster Pump Stations Name & Harrington Place SE Receiving Zone Supplying Zone 50 East of 4127 Wells Ave N Kennydale 218 Kennydale 320 51 N 42nd Place & N 43`d Street Kennydale 218 Kennydale 320 53 2610 Lynnwood Ave NE Coal Creek Utility District 440 Highlands 565 b) Booster Pump Stations Name Address (street & zip) Receiving Zone Supplying Zone Mt. Olivet 250 Bronson Way NE, 98056 Highlands 435 Valley 196 BPS Houser 325 Houser Way N, 98057 Kennydale 320 Valley 196 Way BPS Highlands 435 Valley 196 Monroe 401 Monroe Ave NE, 98056 Highlands 565 Highlands 435 Ave BPS Highlands 3410 NE 12"' St, 98056 Highlands 565 Highlands 435 BPS West Hill 615 West Perimeter Rd, 98057 West Hill 495 Valley 196 BPS Rolling Hills 2401 Puget Drive SE, 98055 Rolling Hills 590 Rolling Hills 490 BPS North 730 S 19`h St, 98055 Rolling Hills 490 Valley 196 Talbot BPS Talbot Hill 350 Valley 196 Maplewood 4030 Maple Valley Hwy, 98058 Rolling Hills 590 Maplewood 79 BPS Highlands 565 Maplewood 79 South 50S43 rd St, 98057 Talbot Hill 350 Valley 196 Talbot BPS Tiffany Park 2000 Kirkland Ave SE, 98058 Rolling Hills 590 Seattle Public Utilities BPS 490 Fred Nelson 2300 Benson Rd S, 98055 Rolling Hills 590 Seattle Public Utilities BPS RW -1, RW -2 & RW -3 Chlorination & 490 Dimmitt 12603 82"d Ave S, 98178 West Hill 495 Skyway 460 BPS Windsor 581 Sunset Blvd NE, 98056 Decommissioned Decommissioned Hills BPS, RW -1, RW -2 & RW -3 CT -6 - contact time for Primary Disinfection 7) Treatment Plants Name & Address Source Treated Process Utilized Objective Pumphouse for RW -1, RW -1, RW -2 & RW -3 Chlorination & Secondary Disinfection RW -2 & RW -3, Fluoridation & Dental Hygiene 1398 Houser Way N, 98057 CT Pipeline, RW -1, RW -2 & RW -3 CT -6 - contact time for Primary Disinfection chlorine 1398 Houser Way N, 98057 Pumphouse for Well PW -5A Chloramination Secondary Disinfection, PW -5A, Fluoridation Dental Hygiene, Iron & Polyphoshate Manganese 2401 NE 24"' Street, Sequestering 98056 Pumphouse for Well PW -8 Chlorination Secondary Disinfection PW -8, 1701 Maple Valley Hwy, 98057 Pumphouse for Well PW -9 Chlorination Secondary Disinfection PW -9, 1707 Maple Valley Hwy, 98057 Fluoridation Building, PW -8 & PW -9 Fluoridation Dental Hygiene 1703 Maple Valley Hwy, 98057 Treatment Building at Springbrook Springs Chlorination Secondary Disinfection, Springbrook Springs, Fluoridation Dental Hygiene & Sodium Hydroxide Corrosion Control 5750 Talbot Rd S., 98055 Pumphouse for EW -3 EW -3 Chlorination Secondary Disinfection Fluoridation & Dental Hygiene 1500 Houser Way N, 98055 Corrosion Control RW -1, RW -2, RW -3, PW- Sodium Hydroxide Corrosion Control Treatment Facility, 8, PW -9 & EW -3 1705 Maple Valley Hwy, 98057 Maplewood Booster PW -11, PW -12 & PW -17 Fluoridation Dental Hygiene Pump Station, 4030 Maple Valley Hwy, 98058 Maplewood Treatment PW -11, PW -12 & PW -17 GAC Filter Process Hydrogen Sufide to Plant, Greensand Filter Sulfate Conversion, Process Manganese Removal, 4032 Maple Valley Hwy, Chlorine Contact Ammonia to Nitrogen 98058 Chamber Gas Conversion, Primary & Secondary Disinfection Mt Olivet Booster Pump Highlands 435 Zone Ortho/polyphosphate Corrosion Control Station, addition 250 Bronson Way NE, 98056 8) Population Served & Service Connections By Pressure Zone Pressure Zone Population (estimated) Connections Valley 196 15770 2829 Kennydale 218 144 124 Kennydale 320 7602 1288 Highlands 435 10067 3358 Highlands 565 17948 5894 West Hill 300 609 216 Earlington 370 1460 313 West Hill 495 1160 431 Scenic Hill 370 127 85 East Talbot Hill 300 98 26 West Talbot Hill 300 593 363 Talbot Hill 350 2963 1066 Rolling Hills 395 144 54 Rolling Hills 490 1838 684 Rolling Hills 590 3477 1244 Total 64,000 17,975 II. SAMPLING INFORMATION This section provides a summary of WAC -246-290-300, WAC -246-290-320, WAC -246-290-480 and 40 CFR 141.201-- 208 as it relates to bacteriological monitoring. Reference these codes for complete information. 1) Routine Samples: Per WAC 246-290-300, the minimum number of monthly routine samples required by the Washington State Department of Health is 90. On a weekly schedule at least 23 samples are collected from the 25 sites listed in subsection 3 of this section and one sample is collected from each source that is in operation when the sampling is performed. 2) Repeat Samples: Per WAC 246-290-320(2)(a), for each colifom presence sample that is not invalidated: i) the City shall ensure that the sample is analyzed for E. coli or fecal coliforms, ii) triggered source water monitoring is conducted per WAC -246-290-320(2)(g), iii) the Department of Health is notified in accordance with WAC -246-290-480, iv) repeat samples are collected in accordance with WAC -246-290-320(2)(b); v) and the cause of the coliform presence is determined and corrected. Repeat samples shall be collected and submitted for analysis within 24 hours of being notified by the lab of the coliform presence sample. Three repeat samples shall be collected, one each at: * the site of the original sample, • within 5 active services upstream of the site of the original sample, • and within 5 active services downstream of the site of the original sample. Repeat sample sites are identified in subsection 3 of this section. 3) Routine Sample and Repeat Sample -Sampling Site Locations: WQ Data Base Coliform Sampling Downstream Repeat Sites Upstream Repeat Sites ID Station MS030 SE 4ch St. & Chelan Ave SE 318 Chelan Ave SE (hose 4524 SE 4 I St. (hose bib) (sampling station) bib) 312 Chelan Ave SE (hose 4518 SE 4 I St. (hose bib) bib) RES003 Hazen Reservoir north 4807 NE 13th PI. (hose bib) 1300 Duvall Ave NE, Bldg F most station (sampling of Honey Creek Apts (hose station marked coliform) bib) 4813 NE 13`h PI (hose bib) 1300 Duvall Ave NE, Bldg E of Honey Creek Apts (hose bib) MS034 1622 Hoquiam PI. NE 1621 Hoquiam PI. NE (hose 1609 Hoquiam Pl. NE (sampling station) bib) (hose bib) 1625 Hoquiam PI. NE (hose 1605 Hoquiam Pl. NE bib) (hose bib) M5029 1718 Monroe Ave NE 3325 NE 17`h PI. (hose bib) 3325 NE 17th 5t. (hose bib) (sampling station) 3324 NE 17'h PI. (hose bib) 3317 NE 17th St. (hose bib) PS001 Highlands Booster Pump 1204 Monroe Ave NE (hose 3501 NE 12th St. (hose bib) Station (hose bib off of bib) main) 1210 Monroe Ave NE (hose 1203 Pierce PI NE (hose bib) bib) PS028 City Public Works Shops City Shops Bldg C (sink) Hydrant NE 518 Hydrant NE 517 (behind Hydrant NE 514 (lab faucet) Bldg C) MS027 NE 43`d St. & Jones Ave Hydrant NE 12 Hydrant NE 338 NE (sampling station) 1717 NE 43rd 5t (hose bib) Hydrant NE 11 MS033 2510 Meadow Ave N 2509 Meadow Ave N (hose 2510 Meadow Ave N (sampling station) bib) (hose bib) 2515 Meadow Ave N (hose 2604 Meadow Ave N bib) (hose bib) M5043 Coulon Beach Park 2727 Mountain View Ave N Park Maintenance Bldg (sampling .station SE (hose bib) 2731 Mountain View Ave N Kid Valley Restaurant corner of northern most bathroom. Loop end of (hose bib) (restroom faucet) road) PS011 Houser Way Booster 1530 N Marion St (hose bib) 1525 N 4th St (hose bib) Pump Station (bathroom 1544 N Marion St (hose bib) 333 Factory Ave N sink) MS032 Lind Ave NW & Taylor 463 Lind Ave NW (hose bib) 515 Lind Ave NW (hose Ave NW (sampling bib) 466 Lind Ave NW (hose bib) 521 Lind Ave NW (hose station south side of intersection) bib) MS044 552 Raymond PI NW 540 Raymond PL NW (hose 1242184th Ave S (hose (sampling station) bib) bib) 552 Raymond PL NW (hose 1243384 Ih Ave S (hose bib) bib) pH_Smpl_5ite_8 Williams Ave S & S Tobin 84 Williams Ave S (hose bib) 803 N 1St St (hose bib) St 99 Williams Ave S (hose bib) 808 N 1" St (hose bib) PS025 Rolling Hills Booster 1718 Edmonds Ave SE (hose 1610 Rolling Hills Ave SE Pump Station (hose bib bib) (hose bib) 1802 Edmonds Ave SE (hose 1620 Rolling Hills Ave SE in recirculation pump room) bib) (hose bib) MS041 Royal Hills Apartments Hydrant SE 74 Hydrant SE 73 Hydrant SE 75 Hydrant SE 69 (sampling station) PS005 N Talbot Booster Pump 1300 S Puget Drive, No upstream taps. Station (hose bib off of Heritage Hills Apts (hose bib water main, 490 Zone) left side of office) No upstream taps. MS036 432526 th 5t (sampling 505S26 Ih St (hose bib) 432S26 Ih St (hose bib) station) 511526 Ih St (hose bib) 428526 Ih St (hose bib) POE13 Springbrook Springs 19415 Talbot Rd S (hose No upstream taps (sampling station on bib) 19221 Talbot Rd S (hose bib No upstream taps driveway) in back) M5047 200 SW 43`d St (hose bib Hydrant SW 246 Hydrant SW 245 back of building) Hydrant 5W 247 Hydrant 5W 257 MS028 S 180th & West Valley 17850 W Valley Hwy (hose 7200 SW 180th (hose bib) Hwy (sampling station) bib) 4) Coliform Presence In Repeat Samples When repeat samples are found to have coliform presence the City shall immediately contact the Department of Health and proceed as required by WAC-246-290-320(2)(b)(v). 5) Invalid Samples Per WAC 246-290-320(2)(d) a certified laboratory, the analyzing laboratory or the Department of Health may determine that a sample is invalid. Follow up sampling is required within 24 hours of the determination that a sample is invalid. Contact the Department of Health for guidance. 6) Month Following Unsatisfactory Sample Because the City collects 90 plus samples each month. This requirement is addressed and no further action is required. 7) Public Notification (see 40 CFR 141.201— 208 for complete requirements) Tier 1 Public Notice Requirements: Groundwater systems with an E. coli positive source water sample that is not invalidated under WAC-246-290-320(2)(g)(vii), must: 17750 W Valley Hwy (hose 7120 SW 1801h (hydrant in bib) front of bldg) MSO42 601 Monster Rd SW 555 Monster Rd SW 600 Qakesdale Ave SW (sampling station) (hydrant 603) (hose bib) 500 Monster Rd SW 1300 SW 7th St (hose bib) (hydrant) MS026 806 High Ave S (sampling 802 High Ave S (hose bib) 803 High Ave S (hose bib) 806 High Ave S (hose bib) 810 High Ave S (hose bib) station) M5031 Maplewood Golf Course No downstream taps. Maplewood Treatment (sampling station east of Facility (lab sink) No downstream taps. Golf Course Clubhouse clubhouse) (men's restroom sink) PS010 Maplewood 565 Zone 174 Madrona Dr, Sunnydale No upstream taps. Sample Tap @ Mobile Home Park (hose Maplewood Treatment bib) 151 Madrona Dr, Sunnydale No upstream taps. Facility (in lab) Mobile Home Park (hose bib) PS009 West Hill Booster Pump 509 NW 5th St 608 West Perimeter Rd Station (hose bib on (hydrant NW 010) (hydrant N 215) main -495 Zone) 4) Coliform Presence In Repeat Samples When repeat samples are found to have coliform presence the City shall immediately contact the Department of Health and proceed as required by WAC-246-290-320(2)(b)(v). 5) Invalid Samples Per WAC 246-290-320(2)(d) a certified laboratory, the analyzing laboratory or the Department of Health may determine that a sample is invalid. Follow up sampling is required within 24 hours of the determination that a sample is invalid. Contact the Department of Health for guidance. 6) Month Following Unsatisfactory Sample Because the City collects 90 plus samples each month. This requirement is addressed and no further action is required. 7) Public Notification (see 40 CFR 141.201— 208 for complete requirements) Tier 1 Public Notice Requirements: Groundwater systems with an E. coli positive source water sample that is not invalidated under WAC-246-290-320(2)(g)(vii), must: i) provide a Tier 1 public notice under Part 7, Subpart A, of WAC -246-290 and special notification under WAC -246-290-71005 (4) and (5). ii) If directed by the Department of Health, take corrective action as required under WAC -246- 290-453(1); and iii) Systems that are not directed by the Department of Health to take corrective action must collect five additional samples from the same source within 24 hours of being notified of the E. coli positive source water sample. If any of the five additional samples are E. coli positive, the system must take corrective action under WAC -246-290-453(1). Tier 2 Public Notice Requirements: i) Groundwater systems that fail to meet any of the monitoring requirements of WAC 246- 290-320(2)(g), Triggered Source Water Monitoring, must conduct Tier 2 public notification under Part 7, Subpart A of WAC 246-290. Tier 3 Public Notice Requirements: i) As required under Part 7, Subpart A of WAC 246-290. 8) Supplier System / Receiver System Notification Any consecutive groundwater system that has a total coliform -positive routine sample collected under WAC 246-290-300(3) and not invalidated under WAC -246-290-320(2)(d), must notify each wholesale system it receives water from within 24 -four hours of being notified of the total coliform -positive sample and comply with WAC -246-290-320(2)(8), Triggered Source Water Monitoring. i) A wholesale groundwater system that receives notice from a consecutive system under WAC-246-290-320(2)(g)(vi) must conduct triggered source water monitoring under WAC - 246 -290-320(2)(8) the Department of Health determines and documents in writing that the total coliform -positive sample collected was caused by a distribution system deficiency in the consecutive system. iij If the wholesale groundwater system source sample is E. coli positive, the wholesale system must notify all consecutive systems served by that groundwater source within twenty-four hours of being notified of the results and must meet the requirements of WAC-246-290- 320(2)(g)(v) iii) Any consecutive groundwater system receiving water from a source with an E. coli positive sample must notify all their consumers as required under WAC-246-290-320(2)(g)(v)(A) III. PUBLIC NOTIFICATION 1) Notification Content Assistance and Approval ii) Washington State Department of Health Coordinate with the Washington State Department of Health, Division of Environmental Health, Office of Drinking Water, Northwest Regional Office (DDH) to issue public notifications, unless the urgency is immediate and coordination with DOH is not possible. The Department of Health staffs a Public Information Office headed by a Public Information Officer. The Department of Health Public Information Officer will coordinate with the City to issue tier 1 public notifications. Department of Health: Buisness Hours: Carol Stuckey, Coliform Program Manager: 253-395-6775 After hours: Office of Drinking Water Hotline: 1-877-481-4901 ii) City of Renton —Public Information Officer Public notification messages should be approved by the Public Information Officer, City of Renton Executive Department, Communications Division, unless the urgency is immediate and coordination with the Communications Division is not possible. The Public Information Officer will assist with message delivery means and methods. Renton Public Information Officer: Business hours: 425-430-6569 After hours: 206-491-8158 iii) City of Renton — Emergency Management Duty Officer After hours contact for the Mayor, Chief Executive Officer, Public Works Director and other public officials can be obtained from the Emergency Management Duty Officer. Renton Emergency Management Duty Officer: Business hours: 425-430-7027 After hours: 425-430-2720 IV. 2) Notification Delivery Methods to convey public notification include: • City of Renton emergency information web at rentonwa.gov • CodeRED emergency notification system • Posting information at neighborhood information centers • Posting information at City facilities • Social media outlets • Government Access Channel (Channel 21) • Broadcast media (television and radio) • Newspapers and other print media • Electronic media • Community meetings and other outreach activities 3) Department of Health Responsibility The Department of Health and the City of Renton Communications Division are available to assist with public notification as required by Federal and State law. The Department of Health is not required to issue public notification. It is exclusively the responsibility of the City of Renton to comply with the public notification requirements of 40 CFR 141.201— 208. The water testing laboratory that finds the a -coli positive sample is not required to notify the Department of Health. The City should always notify the Department of Health of an E. coli positive sample or other water quality related issue. The City is currently developing protocol for the Public Works Department to follow far public notification. As of the development of this plan, the protocol is not available. PLAN PREPARATION INFORMATION Prepared by: Tom Malphrus Title: Water Utility Engineer Phone Number: 425-430-7313 Date Prepared: August 29, 2011 Reviewed By: J. D. Wilson Title: Water Utility Engineer Phone Number: 425-430-7295 Date Reviewed: September 6, 2011 3) Reviewed By: a. Title: b. Phone Number: c. Date Reviewed: V. MAP Ray Sled Water Maintenance Manager 425-430-7400 September 13, 2011 The system map is located in Appendix F of the Comprehensive Water System Plan. VI. DEPARTMENT OF HEALTH PRESS RELEASE TEMPLATE (Attached) Your logo or company name here. News Release For Immediate Release: <DATE> Contact: Water purveyor/system contact name and telephone number <Water Systems announces boil water advisory for all customers in <area> CITY NAME — The <SYSTEM NAME> is advising all water customers to boil their drinking water after recent samples showed the presence of <fecal coliform, E. coli, total coliform>. The Washington State Department of Health (DOH) has been notified and <SYSTEM NAMES is working closely with the Office of Drinking Water to find the source of contamination and fix the problem, which may include disinfecting the system. The boil water advisory will remain in effect until further notice. <System spokesperson quote> (e.g. "We are doing all we can to eliminate the bacteria from the water system. Safe and reliable drinking water is critical to good health and responding to this kind of emergency is our highest priority," said system spokesperson.) <NUMBER or NO> illnesses related to the community's drinking water have been reported. To correct the problem <WHAT IS BEING DONEE (e.g. Chlorine was applied to the entire system on DATE.) The boil water advisory includes several precautionary steps that customers should take. These include using purchased treated bottled water or boiled water for any water that might be consumed. drinking, brushing teeth, dishwashing, preparing food and making ice. Water should come to a rolling boil for one minute, then allowed to cool before using. The advisory will remain in effect until <SYSTEM NAME,> and DOH are confident there is no longer a threat of illness to their customers. Once satisfactory results are reported, customers will be notified that the advisory has been lifted. If you have any questions, please call us at <TELEPHONE NUMBER>. ### 10-17-08 Appendix B To Drinking Water Quality Monitoring Program Stage 2 Disinfectants & Disinfection Byproducts Rule Monitoring '., The plan consists of six components: I. SYSTEM INFORMATION II. SAMPLING INFORMATION III. MAPS IV. PLAN PREPARATION INFORMATION I. SYSTEM INFORMATION System Name: City of Renton Public Water System ID #: 71850L Location: King County, Washington II. SAMPLING INFORMATION Sampling Period: Quarterly, beginning the second week of May, 2012 Number of Sample Required: 8 dual sets (Total Trihalomethanes & Haloacetic Acids) Sampling Locations: Name Water Quality Used in Stage 1 DBPR Comments Database ID Sampling Sampling Station - 600 MSO42 Yes block of Monster Rd. SW Sampling Station - 1622 MS034 Yes Hoquiam PI. NE Sampling Station - 3000 MSO41 Yes Royal Hills Dr. Sampling Station -Jones MS027 No Replaces Fire Hydrant Ave NE & NE 43rd St NE360 used in Stage I sampling. Captures same zone but provides better sampling functionality. Sampling Station - S M5028 No Added for Stage II 180th & West Valley sampling. gest Hwy probability for capturing Springbrook Springs source water. Fire Hydrant SW541 DBP_Smpl_Site_S Yes Fire Hydrant NW040 DBP_Smpl_Site_7 Yes Fire Hydrant NW066 DBP_Stage2_7 No Added for Stage II sampling. Captures West Hill 495 Zone after a long main run. Campliance: Each quarter calculate the locational running annual average (LRAA) for Total Trihalomethanes (TTHM) and Haloacetic Acids (HAA5) for each monitoring location. Compliance will be achieved if the TTHM and the HAA5 LRAA at each monitoring location for the four most recent quarters is less than or equal to 0.080 mg/L for TTHM and less than or equal to 0.060 mg/L for HAA5. Disinfectant Monitoring: Chlorine residuals must be measured at the same time and place as routine or repeat coliform samples. The MRDL for chlorine and chloramines = 4.0 mg/I as CL2. Disinfectant Monitoring Compliance: Compliance is based on the running annual average (RRA) of 12 consecutive months. Daily residual measurements will be included in the compliance calculations. III. MAPS Sample Site Maps are attached. The system map is located in Appendix F of the Comprehensive Water System Pian. IV. PLAN PREPARATION INFORMATION 1) Prepared by: Tom Malphrus a. Title: Water Utility Engineer b. Phone Number: 425-430-7313 c. Date Prepared: January 25, 2012 2) Reviewed By: Abdoul Gafour a. Title: Utility Engineering Supervisor b. Phone Number: 425-430-7210 c. Date Reviewed: January 30, 2012 3) Reviewed By: Ray Sled a. Title: Water Maintenance Manager b. Phone Number: 425-430-7400 c. Date Reviewed: January 31, 2012 4-J u �0 m 0 4-J U a+ t1i � V) a--� n N O ry) w co [� +U Z o V 0 +° > a � ❑ t�,o 0 rV aE �--+ U +.j Ln ru Lno ru U 3 a--+ U I 0 0- - m O a m Od N cic ra a1 }' U T C _O obi 4- O 00 N .� O 0- o _ L,n E m LA OL r.do _ - 3N any OOEMII ui 4--1 U O co1 O -1 V G) 4- 0In � kn Q L 5- w z E C: U 0 O _ +J - +-J cn rj �+-- N O N Q .o _ U to v7 E Ln u S OL r.do _ - 3N any OOEMII V I O Q 00 O U N 4-J U Q) r44 0) v v W m 4-J Ln E ca FY� ./•� Ae CA �s PL v t�t6 r Aw w CLI Q� cn � 4 ' �' k`t 9 Tt► i c. OC V D 0 m O V a) U) 0 � C (13acu V] � N Q L/) � i ..l C o 4—J+, �"' o c ° ° V) O N 0 U cn Ln ° �s PL v t�t6 r Aw w CLI ~ `y! cn � 4 ' �' k`t 9 Tt► i �s PL v t�t6 r Aw w CLI ~ `y! co � 4 ' �' k`t 9 Tt► c. p I t fi •Yf 4 ISM ' Qu i- ► D V) U O i L m O U W _ a' Cn aj 4-J a Ln c — ❑ o L O° o N O N = o A tOA QJ U v7 i.i fi •Yf 4 ISM ' i- ► i fi •Yf 4 ISM ' S GAV yJoR V J U D 0 V U f'0 Ln r -I � r -((I SCJ u 0 C: a--+ v p L-. 0 orf N I+- 2E a--J U U c� S GAV yJoR ' Y � Y aj +j U O L- C- - 0 0 U CL � m vn � � 7 (/) V Lr)a Q) (1) o Lr) +1 CD O N O p aJ = o 4-1 to CL) 4- u V cn ii 0 ' Y � Y Appendix I DEMOGRAPHIC PROJECTION METHODOLOGY City of Renton APPENDIX I - DEMOGRAPHIC AND DEMAND PROJECTION METHODOLOGY This appendix describes the methodology used to develop demographic and water demand projections for the City of Renton's (City's) Water System Plan Update (Plan). Projecting a realistic future water demand is necessary for planning infrastructure projects and securing adequate water supply to meet future growth. 1.0 AVAILABLE DATA SOURCES This section summarizes the available sources of information used to develop the demographic and water demand projections summarized in Chapter 3 of the City's Water System Plan Update Report. 1.1 Puget Sound Regional Council Population, employment, and household projections developed by the Puget Sound Regional Council (PSRC) form the backbone of the demographic and population projections for the Water System Plan Update. The PSRC Population, Households, and Employment Forecast database contains historical and future year estimates of key demographic and employment values for the Puget Sound region by forecast analysis zone (FAZ). FAZs are the geographic units used by the PSRC to report its small area forecasts of population, households, and employment. They are built up from traffic analysis zones (TAZs), with each FAZ containing between 1 to 20 TAZs. Data provided in the PSRC database is available in ten-year increments, starting with 1980 and extending through 2040. Because the City's retail water service area (RWSA) and pressure zone boundaries do not coincide with the PRSC FAZ boundaries or TAZ boundaries, City staff allocated the key demographic and employment variables (total households, total population, total employment) to each pressure zone within the RWSA using geographic information system (GIS) techniques. The City provided the resulting demographic projections in excel spreadsheet format through year 2040. 1.2 Historical Account and Water Production/Consumption Data The City provided historical account information by pressure zone and account type for the years of 2004 through 2010. In addition, the City provided historical water consumption data by customer class and production data for years 2004 to 2009. These data were not broken down by pressure zone. February 2, 2012 - DRAFT pw:11 CarollolbocumentslClienUWAlRertonl6595AOOIDeliverableslApperdioaslApp—I 1.3 2006 Buildable Lands Database The City planning department provided a copy of its 2006 Buildable Lands Database spreadsheet in excel format. The information presented in this spreadsheet, however, is applicable to the City of Renton as a whole, not specifically to the RWSA. Furthermore, shapefiles related to the Buildable Lands Database (i.e., vacant land, etc.) were not available in order to be able to break out which parcels should apply to the RWSA by pressure zone. Therefore, the usefulness of the Buildable Lands Database to develop demographic projections by pressure zone was limited. 1.4 City Zoning Map The City's zoning map was provided in GIS format. This map was used in conjunction with the City's list of vacant parcels to determine the vacant land area per pressure zone by zoning designation. 1.5 List of Vacant Parcels The City's water department provided a list of vacant parcels within the RWSA in excel spreadsheet format. This list was transferred into GIS to determine the vacant land area per pressure zone by zoning type, 1.6 Redevelopment Area Environmental Impact Statements The City identified two redevelopment areas for which detailed demographic information has been developed. These are the Regional Urban Center and the Sunset Area Community Planned Action areas. Two environmental impact statements (EISs) were provided with demographic projections for these areas. These are the Boeing Renton EIS and the Sunset Area Community Planned Action EIS_ 2.0 DEMOGRAPHIC PROJECTIONS The demographic projections used in the City's Water System Plan Update are based on Total Population, Total Households, and Total Employment projections per pressure zone. The following steps summarize how the demographic projections were developed: Step 1 - Estimate Infill Capacity: This was accomplished by quantifying the infill potential of each pressure zone and adding it to the existing developed land. For each pressure zone, the total area of vacant land by zoning type was identified based on the list of vacant parcels generated by the City's water division_ The vacant land totals were then converted to numbers of households, population, and employees using the residential and commercial density assumptions (e.g., households per acre). The infill capacity herein defined is therefore existing development plus development of currently vacant lands. Step 2 - Estimate Projections from PSRC: The future number of households, population, and employees was estimated from the PSRC data for each pressure zone. In all pressure zones, the estimated PSRC growth exceeded the infill capacity identified in Step 1 by the February 2, 2012 - DRAFT 2 pw:!/CamllWDocumentslCllenVWAIRentonl8595AOOIDellvera5les/Appendices7App_I year 2040. This indicates that the PSRC projections anticipate all vacant lands be developed, plus additional redevelopment occurs to reach the growth projections by the year 2040. The estimated projections for the year 2070 assume linear growth continues beyond 2040. • Step 3 — Revise Location of Growth: The City anticipates that the growth projected by the PSRC will likely occur in the two identified redevelopment areas. These areas overlap the Highlands 435, Highlands 565, Kennydale 320, and Valley 196 Zones. The net increase in growth from the redevelopment areas was added to these pressure zones (using the highest density redevelopment provided in the EISs). Per City staff, the Regional Urban Center is not expected to be fully built out until the 2070 time frame. Build out of the Sunset Area is assumed to occur by 2030, based on the Sunset Area Community Planned Action EIS. The demographic growth was phased linearly according to these projections_ • Step 4 - Establish the Base Growth Scenario: The base growth scenario assumes a development "cap" that only allows infill and the redevelopment from the Sunset and RUC areas_ To estimate this, the household, employment, and population growth for each pressure zone was limited to the infill capacity plus the redevelopment assumptions. Each pressure zone was allowed to grow until it reached the growth cap for households, population, and employment. The build out year for each pressure zone was assumed to be when the growth projections intersect with the calculated growth "cap." An example of this process is illustrated below. 70 Calculated Growth "Cap" 60 �- (0 PSRC Projection Per Zone -� r v 50 2-40 - --__._._......_......-- a Projected Build Out Year 0 30 t 20 _ Water System Pian Projection 0 = 10 0 2011 2021 2031 2041 2051 2061 2071 Year The attached Tables D-1 through D-6 summarize the projected population, employment, and number of households per pressure zone through 2071. Demographic growth charts per pressure zone are also attached for reference (Figures D-1 through D-16). February 2, 2012 - DRAFT 3 pw:l7Carollo/DocumenislClienVWAIRentor18595A001Deliverahles/AppendiceslApp-I 3.0 ACCOUNT PROJECTIONS The next step in the development of the projected water demands was to transform the projected demographic increases into increases in the number of connections. The population, household, and employment projections were converted into percentage growth rates for each pressure zone relative to the 2010 population, household, and employment values developed by the PSRC_ The future number of connections per pressure zone were determined by multiplying the accounts in 2010 by the derived growth rates per zone. Residential accounts were multiplied by the total household growth rates. Commercial, industrial, and irrigation accounts were multiplied by the employment growth rates. Table A-1 summarizes the projected number of accounts per pressure zone. Account projections per pressure zone are also shown on Figures A-1 through A-16. 4.0 EQUIVALENT RESIDENTIAL UNIT PROJECTIONS Once the number of projected connections were determined per pressure zone, these connections were converted into the number of equivalent residential units (ERUs) by multiplying the projected number of accounts provided by the number of ERUs per account (see Chapter 3 text for more information on how this was calculated). It should be noted that the number of ERUs does not include unaccounted for water, miscellaneous water use, wholesale, and large water user demand. Water demands associated with these elements were considered separately and added on top of the computed water demands by pressure zone. Table E-1 summarizes the projected number of ERUs per pressure zone. Figure E-1 shows the projected number of ERUs in the RWSA through 2071. 5.0 WATER DEMAND PROJECTIONS The projected average day demands (ADD) per pressure zone was determined by multiplying the projected number of ERUs by the demand per ERU (171 gpd/ERU). In addition, unaccounted for water, miscellaneous water use, and wholesale water to project the total average day demand were also added, as described below: Unaccounted-for Water: Unaccounted-for water fluctuated between 15.8 percent and 20.2 percent of the total City production between 2004 and 2009, with an average of 17.8 percent. The demand projections assume that unaccounted-for water will continue to account for roughly 17.8 percent of the total City demand through year 2071. Other Authorized Water Consumption: Other authorized water consumption fluctuated between 0.38 and 0.88 percent of the total City production between 2004 to 2009, with an average of 0.57 percent. The demand projections assume that other authorized water consumption will account for 0.57 percent of total City demand through 2071. However, February 2, 2012 - DRAFT 4 pw:llCarolloODeumentslClienVWAlRemmnl8595AQOlDeliverahieslAppendiceslApp_I tracking of this demand is anticipated to grow as the City improves tracking of other authorized uses. Wholesale Water Consumption to Skyway: Wholesale demands for Skyway are taken from the Skyway Water and Sewer District Comprehensive Plan - Water and Sewer Systems. Forecast demands were only available through 2022. Skyway wholesale water demands from 2031 through 2071 are assumed to be equal to the 2022 demands. Top Water Users: The City has two additional customers that are considered large water users: the Boeing Plant and the King County Wastewater Treatment Plant. For the purposes of the future water demand projections, it was assumed that the King County Wastewater Treatment Plant and the Boeing Plant's water demand would not increase in the future. Based on consumption data provided by the City for these two users, there was a downward trend in water demand from these customers from 2004 to 2009. The projected maximum day demand (MDD) is simply the projected ADD multiplied by the MDD/ADD factor of 1.83 (see Chapter 3 for derivation of this value). The projected MDD for the Skyway Wholesale demand was based on the projections provided from the 2005 Skyway Comprehensive Plan. Tables W-1 and W-2 provides the projected ADD and MDD by customer type per pressure zone. Table W-3 summarizes the ADD and MDD by pressure zone. Figure W-1 provides a visual representation of the projected system -wide ADD and MDD. February 2, 2012 - DRAFT 5 pw:l7CamIIclDocumentslClientlWNRenion/85B5AQ41DeliverableslAppendices/App_I DEMOGRAPHIC GROWTH PROJECTION TABLES BY PRESSURE ZONE Table D-4 Total Household Growth By Pressure Zone Water System Plan Update City of Renton Pressure Zone 2010 Total Household Growth Rates by Individual Pressure Zones (Percent Growth Compared to 2010) 2010 Pressure Zone 2010 2011 2012 2013 2014 2015 2016 2017 2021 2031 2041 2051 2061 2071 Pressure Zone VLY196 0.0% 1.2% 2.5% 3.7% 5.0% 6.2% 7.7% 9.1% 14.9% 29.3% 43.7% 58.2% 72.6% 85.6% Pressure Zone K0218 0.0°% 0.0% 0.0°% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Pressure Zone K0320 0.0% 3.0% 5.9% 8.9% 11.8% 14.8% 18.1% 21.4% 34.7% 68.0% 101.3% 134.6% 167.9% 201.2% Pressure Zone HLD435 0.0% 1.2°% 2.3% 3.5°% 4.6% 5.8% 7.0% 8.1% 12.8% 23.3% 23.8% 24.3% 24.8% 25.4% Pressure Zone HLD565 0.0% 1.4% 2.7% 4.1% 5.4% 6.8% 8.2% 9.5% 14.9% 27.3% 28.0% 28.8% 29.6% 30.3% Pressure Zone WH300 0.0% 0.3% 0.6% 0.9% 1.1% 1.4% 1.7% 2.0% 3.1% 6.0% 8.6% 8.6% 8.6% 8.6°% Pressure Zone EARL370 0.0% 1.4°% 2.8% 4.3% 5.7% 7.1% 8.5% 10.0% 15.7% 29.9% 42.7% 42.7% 42.7% 42.7% Pressure Zone WH495 0.0°% O.5% 1.0% 1.5°% 2.0°% 2.4% 2.9°% 3.4% 5.4°% 10.2°% 14.6% 14.6°% 14.6°% 14.6% Pressure Zone SH370 0.0% 0.4% 0.8% 1.2% 1.7°% 2.1% 2.5°% 2.9% 4.6% 8.7°% 12.4°% 12.4°% 12.4°% 12.4°% Pressure Zone ETH300 0.0% 1.4% 2.8% 4.20% 5.7°% 7.1°% 8.5°% 9.9% 15.5°% 29.7% 42.4% 42A% 42.4% 42.4°% Pressure Zone WTH300 0.0°% 0.4% 0.7% 1.1°% 1.4°% 1.8% 2.2% 2.5% 4.0°% 7.6% 10.8% 10.80% 10.8°% 10.8°% Pressure Zone TH350 0.0°% 0.6% 1.3°% 1.9% 2.5% 3.2°% 3.8°% 4.4°% 7.0% 13.3% 19.0°% 19.00% 19.0% 19.0°% Pressure Zone RH395 0.0% 0.0% 0.0°% 0.0°% 0.0°% 0.0% 0.0% 0.0°% 0.0% 0.0°% 0.0% 0.0% 0.0°% O.D% Pressure Zone RH490 0.0% 0.9°% 1.8% 2.7°% 3.6% 4.5% 5.4% 6.3% 9.9°% 18.9% 27.0% 27.0% 27.0°% 27.0°% Pressure Zone RH590 0.0°% 0.6% 1.2% 1.8°% 2.4°% 3.0°% 3.6°% 4.2°% 6.6°% 12.6°% 18.0% 18.0% 18.0°% 18.0% Total 0.0°% 1.4°% 2.7% 4.1°% 5.5% 6.9% 8.3°% 9.8% 15.7% 29.8% 39.1% 47.1% 55.1°% 62.8°% Table D-5 Total Population Growth By Pressure Zone Water System Plan Update City of Renton Pressure Zone 2010 Total Population Growth Rates by individual Pressure Zones (Percent Growth Compared to 2010) 2071 Pressure Zone 2010 2011 2012 2013 2014 2015 2016 2017 2021 2031 2041 2051 2061 2071 Pressure Zone VLY196 0.0°% 0.60% 1.3°% 1.9% 2.6°% 3.2% 4.0°% 4.7% 7.7% 15.2°% 23.0°% 30.9% 38.80% 45.9% Pressure Zone KD218 0.0% 0.0% 0.0°% 0.0% 0.0°% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00% 0.0% 0.0°% Pressure Zone KD320 0.0% 1.5% 3.0% 4.5% 6.0% 7.5°% 9.2% 11.0% 17.8°% 35.2% 54.7°% 74.3% 93.9°% 113.4°% Pressure Zone HLD435 0.00% 1.1% 2.2% 3.4°% 4.5% 5.6% 6.7% 7.9°% 12.4% 22.5°% 23.1% 23.8% 24.4°% 25.0% Pressure Zone HLD565 0.00% 1.3°% 2.5°% 3.8°% 5.10% 6.30% 7.6% 8.9% 14.0% 25.50% 26.4°% 27.2% 28.1°% 29.0% Pressure Zone WH300 0.0% D.D% 0.0% 0.0°% 0.0% 0.0% 0.0% 0.0% 0.0°% 0.2°% 1.9% 3.7% 5.5°% 7.2% Pressure Zone EARL370 0.00% 0.0% 0.0% 0.0% 0.0% 0.0°% 0.0% 0.0% 0.0°% 0.9°% 9.6°% 18.3% 27.0°% 35.7% Pressure Zone WH495 0.0% 0.0°% 0.0% 0.0°% 0.0% 0.0% 0.0% 0.0% 0.0% 0.3°% 3.2% 6.0% 8.9°% 11.8% Pressure Zone SH370 0.0% 0.0°% 0.0°% 0.0°% 0.0% 0.0% 0.0% 0.0°% 0.0% 0.2% 2.6% 4.9% 7.2% 9.5% Pressure Zone ETH300 0.0% 0.0°% 0.0% 0.0°% 0.0% 0.0°% 0.0°% 0.0°% 0.0% 0.8°% 8.7% 16.6% 24.5°% 32.5°% Pressure Zone WTH300 0.0% 0.0% 0.0% 0.0°% 0.0% 0.0% 0.0% 0.0% 0.0% 0.20% 2.2% 4.3% 6.3% 8.3% Pressure Zone TH350 0.0°% 0.0% 0.0°% 0.0°% 0.0°% 0.0% 0.0°% 0.0°% 0.0°% 0.3% 3.6% 6.9°% 10.2% 13.5°% Pressure Zone RH395 0.0% 0.0% 0.0% 0.0°% 0.0% 0.00% 0.0% 0.0°% 0.0% 0.0°% 0.0% 0.0% 0.0°% 0.0°% Pressure Zone RH490 0.0% 0.0°% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0°% 0.0% 0.6% 5.5% 10.6°% 15.6% 20.6% Pressure Zone RH590 0.0°% 0.0°% 0.0°% 0.0% 0.0°% 0.0% 0.0% 0.0% 0.0% 0.3°% 3.7% 7.1% 10.4% 13.8% Total 0.0% 0.9% 1.7% 2.6°% 3.5°% 4.3% 5.3°% 6.2°% 9.9°% 18.7°% 24.1% 29.5% 34.9°% 40.1°% Table D-6 Total Employment Growth By Pressure Zone Water System Plan Update City of Renton Pressure Zone 2010 Total Employment Growth Rates by Individual Pressure Zones (Percent Growth Compared to 2010) 2011 2012 2013 2014 2015 2016 2017 2021 2031 2041 2051 2061 2071 Pressure Zone VLY196 0.0°% 1.3% 2.6% 4.0% 5.3% 6.6% 7.9°% 9.3°% 14.6% 29.9°% 61.8°% 75.0°% 88.3% 101.5% Pressure Zone KD218 0.0% 0.0% 0.0°% 0.0% 0.0°% 0.0% 0.0% 0.00% 0.0% 0.0% 0.0°% 0.0°% 0.0% 0.0% Pressure Zone K0320 0.00% 9.7°% 18.1% 26.1% 34.1% 42.0% 44.6°% 47.6% 58.8°% 86.7% 114.6% 142.5% 170.4% 198.2°% Pressure Zone HLD435 0.0% 3.8% 7.7°% 11.5% 15.3°% 19.2°% 23.0% 26.9°% 42.2% 76.7°% 76.70% 76.7°% 76.7°% 76.7% Pressure Zone HLD565 0.0% 6.3°% 12.6% 18.90% 23.8% 28.3% 32.8°% 37.4% 55.5% 96.3% 96.3% 96.3°% 96.3% 96.3°% Pressure Zone WH300 0.0% 0.7% 0.7% 0.7°% 0.7% 0.70% 0.70% 0.7°% 0.7°% 0.70% 0.70% 0.7% 0.7% 0.7°% Pressure Zone EARL370 0.0% 1.8°% 3.50% 5.3°% 7.1% 8.80% 10.6°% 12.4°% 19.7°% 25.2°% 25.2% 25.2°% 25.2% 25.2°% Pressure Zone WH495 0.0% 0.0°% 0.0°% D.00% O.D% D.011/c 0.0°% 0.00% 0.0% 0.0°% 0.0°% 0.0°% 0.0% 0.0% Pressure Zone SH370 0.0% 0.00% 0.0°% 0.00% 0.0% 0.0% 0.0°% OA% 0.0°% 0.0°% 0.0°% 0.0% 0.0% 0.0% Pressure Zone ETH300 0.0% 0.0% 0.0% 0.0% 0.0°% 0.0% 0.0% 0.0% 0.0°% 0.0% 0.0% 0.0°% 0.0% 0.0% Pressure Zone WTH3DO 0.0% 0.0% 0.0% 0.00% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00% 0.0°% 0.0% Pressure Zone TH350 0.0°% 0.0% 0.0°% 0.0% 0.0°% 0.0°% 0.0°% 0.0°% 0.0% 0.4°% 2.7°% 4.9% 7.1% 9.1% Pressure Zone RH395 0.0°% 0.0% 0.0% 0.0% 0.0°% 0.0% 0.0°% 0.0% 0.0°% 0.0% 0.00% 0.0°% 0.0% 0.0% Pressure Zone RH490 0.0°% 0.0°% 0.0% 0.0°% 0.0°% 0.0°% 0.0% 0.0°% 0.0% 0.1°% 0.7% 1.3% 1.9% 2.5% Pressure Zone RH590 0.0% 0.0% 0.0% 0.0% 0.0°% 0.0% 0.0°% 0.0% 0.0°% 0.0% 0.0% 0.0% 0.0°% 0.0°% Total 0.00% 3.0°% 5.7% 8.3% 10.9°% 13.4% 14.9% 16.4% 22.5°% 37.7°% 67.0°% 68.3°% 79.6% 90.9°% DEMOGRAPHIC GROWTH PROJE _ _ _ _�N TABLES BY PRESSURE ZONE Table D-1 Total Household Forecasts By Pressure Zone Water System Plan Update City of Renton Total Household Forecasts by Individual Pressure Zones 2010 2011 2012 2013 2014 2015 2016 2017 2021 2031 2041 2051 2061 2071 Pressure Zone Pressure Zone VLY196 5,912 5,986 6,060 6,134 6,208 6,282 6,367 6,452 6,793 7,646 8,498 9,350 10,203 10,972 Exist +Vacant 5,912 5,914 5,917 5,919 5,921 5,923 5,925 5,927 5,936 5,958 5,979 6,001 6,023 6,044 RUC Redevelopment 0 72 143 215 287 359 442 525 857 1,688 2,519 3,350 4,180 4,928 Exist + Vac+RUC Redev 5,912 5,986 6,060 6,134 6,208 6,282 6,367 6,452 6,793 7,646 8,498 9,350 10,203 10,972 Pressure Zone KD218 53 53 53 53 53 53 53 53 53 53 53 53 53 53 Pressure Zane KD320 2,943 3,030 3,116 3,203 3,290 3,377 3,475 3,573 3,965 4,945 5,925 6,904 7,884 8,864 Exist +Vacant 2,943 2,949 2,955 2,960 2,966 2,972 2,978 2,984 3,008 3,066 3,125 3,184 3,243 3,302 RUC Redevelopment 0 81 162 243 324 405 497 589 957 1,878 2,799 3,720 4,641 5,562 Exist + Vac + RUC Redev 2,943 3,030 3,116 3,203 3,290 3,377 3,475 3,573 3,965 4,945 5,925 6,904 7,884 8,864 Pressure Zone HLD435 3,749 3,793 3,836 3,880 3,923 3,967 4,010 4,054 4,228 4,622 4,641 4,661 4,681 4,700 Exist +Vacant 3,749 3,751 3,753 3,755 3,757 3,759 3,761 3,763 3,771 3,791 3,810 3,830 3,850 3,869 Sunset Redevelopment 0 42 83 125 166 208 249 291 457 831 831 831 831 831 Exist +Vac+Suns Redev 3,749 3,793 3,836 3,880 3,923 3,967 4,010 4,054 4,228 4,622 4,641 4,661 4,681 4,700 Pressure Zone HLD565 6,536 6,624 6,713 6,802 6,891 6,980 7,068 7,157 7,512 8,317 8,367 8,418 8,468 8,519 Exist +Vacant 6,536 6,541 6,546 6,551 6,556 6,561 6,566 6,571 6,591 6,642 6,692 6,743 6,793 6,844 Sunset Redevelopment 0 84 168 251 335 419 503 586 921 1,675 1,675 1,675 1,675 1,675 Exist +Vac+Suns Redev 6,536 6,624 6,713 6,802 6,891 6,980 7,068 7,157 7,512 8,317 8,367 8,418 8,468 8,519 Pressure Zone WH300 242 242 243 244 245 245 246 247 249 256 263 263 263 263 Pressure Zone EARL370 575 583 591 599 608 616 624 632 665 747 821 821 821 821 Pressure Zone WH495 439 441 444 446 448 450 452 454 463 484 504 504 504 504 Pressure Zone SH370 46 46 46 46 47 47 47 47 48 50 52 52 52 52 Pressure Zone ETH300 36 36 37 37 38 38 39 39 41 46 51 51 51 51 Pressure Zone WTH300 214 215 215 216 217 218 219 219 222 230 237 237 237 237 Pressure Zone TH350 990 996 1,002 1,009 1,015 1,021 1,027 1,034 1,059 1,122 1,178 1,178 1,178 1,178 Pressure Zone RH395 52 52 52 52 52 52 52 52 52 52 52 52 52 52 Pressure Zone RH490 663 669 675 681 687 693 699 705 729 788 842 842 842 842 Pressure Zone RH590 1 1,256 1,263 1,271 1,278 1,286 1,293 1,301 1,308 1,338 1,414 1,481 1,481 1,481 1,481 Total 1 23,704 24,030 24,355 24,680 25,006 25,331 25,679 26,027 27,418 30,770 32,963 34,865 ;16,768 38,587 Table D-2 Total Population Forecasts By Pressure Zone Water System Plan Update City of Renton Total Population Forecasts by Individual Pressure Zones 2010 2011 2012 2013 2014 2015 2016 2017 2021 2031 2041 2051 2061 2071 Pressure Zone Pressure Zone VLY196 13,398 13,485 13,571 13,657 13,743 13,829 13,929 14,028 14,427 15,430 16,485 17,540 -18,594 19,550 Exist + Vacant 13,398 13,398 13,398 13,398 13,398 13,398 13,398 13,398 13,398 13,404 13,462 13,520 13,578 13,636 RUC Redevelopment 0 86 172 258 344 430 530 630 1,029 2,026 3,022 4,019 5,016 5,914 Exist + Vac+RUC Redev 13,398 13,485 13,571 13,657 13,743 13,829 13,929 14,028 14,427 15,430 16,485 17,540 18,594 19,550 Pressure Zone KD218 122 122 122 122 122 122 122 122 122 122 122 122 122 122 Pressure Zone KD320 6,453 6,551 6,648 6,745 6,842 6,939 7,050 7,160 7,602 8,723 9,986 11,249 12,512 13,775 Exist +Vacant 6,453 6,453 6,453 6,453 6,453 6,453 6,453 6,453 6,453 6,469 6,627 6,785 6,942 7,100 RUC Redevelopment 0 97 194 291 389 486 596 707 1,149 2,254 3,359 4,464 5,569 6,674 Exist + Vac+RUC Redev 6,453 6,551 6,648 6,745 6,842 6,939 7,050 7,160 7,602 8,723 9,986 11,249 12,512 13,775 Pressure Zane HLD435 8,546 8,642 8,736 8,834 8,930 9,026 9,122 9,218 9,602 10,471 10,524 10,577 10,629 10,682 Exist +Vacant 8,546 8,546 8,546 8,546 8,546 8,546 8,546 8,546 8,546 8,551 8,604 8,657 8,709 8,762 Sunset Redevelopment 0 96 192 288 384 480 576 672 1,056 1,920 1,920 1,920 1,920 1,920 Exist +Vac+Suns Redev 8,546 8,642 8,738 8,834 8,930 9,026 9,122 9,218 9,602 10,471 10,524 10,577 10,629 10,682 Pressure Zone HLD565 15,248 15,441 15,635 15,828 16,022 16,215 16,409 16,502 17,376 19,132 19,267 19,402 19,537 19,672 Exist + Vacant 15,248 15,248 15,248 15,248 15,248 15,248 15,248 15,248 15,248 15,261 15,397 15,532 15,667 15,802 Sunset Redevelopment 0 194 387 581 774 968 1,161 1,355 2,129 3,870 3,870 3,870 3,870 3,870 Exist + Vac+Suns Redev 15,248 15,441 15,635 15,828 16,022 16,215 16,409 16,602 17,376 19,132 19,267 19,402 19,537 19,672 Pressure Zone WH300 517 517 517 517 517 517 517 517 517 518 527 536 545 554 Pressure Zone EARL370 1,239 1,239 1,239 1,239 1,239 1,239 1,239 1,239 1,239 1,250 1,358 1,466 1,574 1,681 Pressure Zone WH495 985 985 985 985 985 985 985 985 985 987 1,016 1,044 1,072 1,100 Pressure Zone SH370 108 108 108 108 108 108 108 108 108 108 111 113 116 118 Pressure Zone ETH300 83 83 83 83 83 83 83 83 83 84 91 97 104 111 Pressure Zone WTH300 503 503 503 503 503 503 503 503 503 504 514 524 535 545 Pressure Zone TH350 2,515 2,515 2,515 2,515 2,515 2,515 2,515 2,515 2,515 2,523 2,606 2,688 2,771 2,854 Pressure Zone RH395 122 122 122 122 122 122 122 122 122 122 122 122 122 922 Pressure Zone RH490 1,560 1,560 1,560 1,560 1,560 1,560 1,560 1,560 1,560 1,567 1,646 1,724 1,803 1,881 Pressure Zone RH590 1 2,952 2,952 2,952 2,952 2,952 2,952 2,952 2,952 2,952 2,962 3,061 3,160 3,259 3,359 Total 1 54,351 54,824 55,296 55,769 56,242 56,715 57,214 57,714 59,713 64,503 67,434 70,364 73,294 76,125 Table D-3 Total Employment Forecasts By Pressure Zone Water System Plan Update City of Renton Total Employment Forecasts by Individual Pressure Zones Pressure Zone 2010 2011 2012 2013 2014 2015 2016 2017 2021 2031 2041 2051 2061 2071 Pressure Zane VLY196 22,700 23,001 23,301 23,602 23,902 24,203 24,503 24,804 26,006 29,483 36,725 39,730 42,736 45,742 Exist + Vacant 22,700 22,700 22,700 22,700 22,700 22,700 22,700 22,700 22,700 23,171 27,407 27,407 27,407 27,407 RUC Redevelopment 0 301 601 902 1,202 1,503 1,803 2,104 3,306 6,312 9,317 12,323 15,329 18,334 Exist + Vac+RUC Redev 22,700 23,001 23,301 23,602 23,902 24,203 24,503 24,804 26,006 29,483 36,725 39,730 42,736 45,742 Pressure Zone KD218 126 126 126 126 126 126 126 126 126 126 126 126 126 126 Pressure Zone KD320 10,555 11,583 12,469 13,310 14,150 14,991 15,285 15,580 16,758 19,702 22,647 25,591 28,536 31,481 Exist +Vacant 10,555 10,743 10,788 10,788 10,788 10,788 10,788 10,788 10,788 10,788 10,788 10,788 10,788 10,788 RUC Redevelopment 0 841 1,681 2,522 3,362 4,203 4,497 4,792 5,970 8,914 11,859 14,803 17,748 20,693 Exist + Vac+RUC Redev 10,555 11,583 12,469 13,310 14,150 14,991 15,285 15,580 16,758 19,702 22,647 25,591 28,536 31,481 Pressure Zone HLD435 1,439 1,494 1,549 1,604 1,660 1,715 1,770 1,825 2,046 2,543 2,543 2,543 2,543 2,543 Exist + Vacant 1,439 1,439 1,439 1,439 1,439 1,439 1,439 1,439 1,439 1,439 1,439 1,439 1,439 1,439 Sunset Redevelopment 0 55 110 166 221 276 331 386 607 1,104 1,104 1,104 1,104 1,104 Exist + Vac+Suns Redev 1,439 1,494 1,549 1,604 1,660 1,715 1,770 1,825 2,046 2,543 2,543 2,543 2,543 2,543 Pressure Zone HLD565 2,455 2,610 2,764 2,919 3,038 3,150 3,261 3,372 3,818 4,819 4,819 4,819 4,819 4,819 Exist +Vacant 2,455 2,498 2,542 2,585 2,593 2,593 2,593 2,593 2,593 2,593 2,593 2,593 2,593 2,593 Sunset Redevelopment 0 111 223 334 445 556 668 779 1,224 2,226 2,226 2,226 2,226 2,226 Exist + Vac+Suns Redev 2,455 2,610 2,764 2,919 3,038 3,150 3,261 3,372 3,818 4,619 4,819 4,819 4,819 4,819 Pressure Zone WH300 1,008 1,015 1,015 1,015 1,015 1,015 1,015 1,015 1,015 1,015 1,015 1,015 1,015 1,015 Pressure Zone EARL370 2,291 2,331 2,372 2,412 2,453 2,493 2,534 2,574 2,742 2,867 2,867 2,867 2,867 2,867 Pressure Zone WH495 1,382 1,382 1,382 1,382 1,382 1,382 1,382 1,382 1,382 1,382 1,382 1,382 1,382 1,382 Pressure Zone SH370 180 180 180 180 180 180 180 180 180 180 180 180 180 180 Pressure Zone ETH300 139 139 139 139 139 139 139 139 139 139 139 139 139 139 Pressure Zone WTH300 838 838 838 838 838 838 838 838 838 838 838 838 838 838 Pressure Zone TH350 2,267 2,267 2,267 2,267 2,267 2,267 2,267 2,267 2,267 2,277 2,328 2,378 2,429 2,474 Pressure Zone RH395 203 203 203 203 203 203 203 203 203 203 203 203 203 203 Pressure Zone RH490 2,599 2,599 2,599 2,599 2,599 2,599 2,599 2,599 2,599 2,602 2,618 2,634 2,650 2,664 Pressure Zone RH590 4,920 4,920 4,920 4,920 4,920 4,920 4,920 4,920 4,920 4,920 4,920 4,920 4,920 4,920 Total 53,102 54,688 56,125 57,516 58,873 60,221 61,023 61,825 65,039 73,097 83,349 89,366 95,382 101,392 DEMOGRAPHIC GROWTH PROJECTION CHARTS BY PRESSURE ZONE 50,000 45,000 40,000 0 Q. 35,000 LU 30,000 25,000 0 20,000 a 15,000 a w 10,000 a 0 5,000 0 2011 2021 2031 Notal Household Forecast �-i^-r--Total Population Forecast Notal Employment Forecast 140 w 120 w L 0 LL- 100 CL E UJ 80 c R a 60 0 cL 0 40 L d 20 0 x 0 2011 2021 2031 Notal Household Forecast 6Total Population Forecast Notal Employment Forecast 2041 2051 2061 2071 Year Figure D-1 I Valley 196 Pressure Zone Growth Projections Y �} Water System Plan Update $y City of Renton * ,, L Ga rOft 11's-1 2041 2051 2061 2071 Year Figure D-2 I Kennydale 218 Pressure Zone Growth Projections A,- �a�y Water System Pian Update City of Renton ` F DEMOGRAPHIC GROWTH PROJECTION CHARTS BY PRESSURE ZONE 35,000 4 30,000 0 LL 25,000 Q. E U' 20,000 c m c 15,000 a c 10,000 L 0 5,000 x 0 2011 2021 2031 --o—Total Household Forecast —e —Total Population Forecast Total Employment Forecast ,C C"pWAM810% 12,000 2041 2051 2061 Year Figure D-3 Kennydale 320 Pressure Zone Growth Projections Water System Plan Update City of Renton 2071 r 8,000 W 6,000 CL 0 CL 4,000 0 r 2,000 0 x 0 2011 2021 2031 Total Household Forecast —Total Population Forecast Total Employment Forecast OC CAM #WA%& /10% 2041 2051 2061 2071 Year Figure D,4 Highlands 435 Pressure Zone Growth Projections Water System Plan Update City of Renton DEMOGRAPHIC GROWTH PROJECTION CHARTS BY PRESSURE ZONE 25,000 U 20,000 0 LL CL E 15,000 a c �o 0 10,000 CL a 0 H 5,000 0 0 2011 2021 2031 2041 2051 2061 2071 Year --0--Total Household Forecast —Total Population Forecast Total Employment Forecast 1,200 N 1,000 i O LL �:llll E Lu a 600 CL 0 d 400 a 0 r 200 3 0 2 0 2011 2021 2031 —o—Total Household Forecast Total Population Forecast Total Employment Forecast Figure D-5 Highlands 565 Pressure Zone Growth Projections` r� Water System Plan Update City of Renton + r 2041 2051 2061 2071 Year Figure D-6 I West Hill 300 Pressure Zone Growth Projections1� r��} Water System Plan Update City of Renton * -� I � DEMOGRAPHIC GROWTH PROJECTION CHARTS BY PRESSURE ZONE N a+ 3,000 L 0 LL 2,500 CL ;_ W 2,000 CL 1,500 0 IL c 1,000 r a� 500 D x 0 2011 2021 2031 Total Household Forecast —Total Population Forecast —o—Total Employment Forecast C CaoVAM114% 1,600 2 LO 1,400 2 0 1,200 CL E 1,000 W a 800 a a0 600 a 400 a� U) c 200 x 0 2011 2021 Total Household Forecast —er—Total Population Forecast --D—Total Employment Forecast 2041 2051 2061 2071 Year Figure D-7 j Earlington 370 Pressure Zone I Growth Projections Water System Plan Update City of Renton 2031 2041 2051 2061 2071 Year Figure D-8 I West Hill 495 Pressure Zone Growth Projections Water System Plan Update a City of Renton DEMOGRAPHIC GROWTH PROJECTION CHARTS BY PRESSURE ZONE 20 180 tv ca i 160 ". 140 rL w 120 M 100 0 80 a a 60 0 w 40 = 20 0 2011 2021 2031 --o--Total Household Forecast —Total Population Forecast --L]--Total Employment Forecast C"M rM 91,0% 160 N r 140 L L0 ° 120 CL E 100 uu 80 CL a 60 s 40 N N a 20 a 2011 2021 --o—Total Household Forecast —6 Total Population Forecast Total Employment Forecast 2041 2051 2061 2071 Year Figure D-9 I Scenic Hill 370 Pressure Zone Growth Projections Water System Plan Update C) City of Renton + } C J!,'= AMA" 2031 2041 2051 2061 2071 Year Figure D-10 I East Talbot Hill 300 Pressure Zone Growth Projections; Water System Plan Update �' e City of Renton + DEMOGRAPHIC GROWTH PROJECTION CHARTS BY PRESSURE ZONE s0o y Boo R V O 700 U- 6 600 E Lu 500 c �a CL 400 0 a 300 32 200 N o 100 x 0 2011 2021 2031 Notal Household Forecast 6 Total Population Forecast Notal Employment Forecast C CAO.'.11,* 3,000 2 N 2,500 O LL c 2,000 LU -0 M 1,500 C. 0 IL 1,000 0 500 0 x 0 2011 2021 2031 --o—•Total Household Forecast Notal Population Forecast Notal Employment Forecast 2041 2051 2061 2071 Year Figure D-11 I West Talbot Hill 300 Pressure Zone Growth Projections •C Water System Plan Update a City of Renton + A + C Ca,.,'#1,! 2041 2051 2061 2071 Year Figure D-12 Talbot Hill 350 Pressure Zone Growth Projections Water System Plan Update City of Renton DEMOGRAPHIC GROWTH PROJECTION CHARTS BY PRESSURE ZONE 250 CL E 150 V �a 0 100 IL 0 d 50 0 x 0 2011 2021 2031 Total Household Forecast —6 Total Population Forecast Notal Employment Forecast OWN CO) h 6 2,500 L.0 U- r -2,000 _ r-2,000 W 1,500 Q 0 IL 1,000 0 u) 500 0 x 0 2011 2021 2031 Notal Household Forecast —6—Total Population Forecast Notal Employment Forecast 2041 2051 2061 2071 Year Figure D-13 Rolling Hills 395 Pressure Zone Growth Projections Water System Plan Update City of Renton 2041 2051 2061 2071 Year Figure D-14 I Rolling Hills 490 Pressure Zone Growth Projections' Water System Plan Update a City of Renton * ,� + DEMOGRAPHIC GROWTH PROJECTION CHARTS BY PRESSURE ZONE w 5,000 L 0 LL. C 4,000 LU 3,000 Q IL 2,000 Q Z 1,000 0 x 0 2011 2021 2031 2041 2051 2061 2071 Year v i utas nuusenuiu rurecasi Figure D-15 I — Total Population Forecast Rolling Hills 590 Pressure Zone –0–Total Employment Forecast Growth Projections Water System Plan Update C A*.ll City of Renton . _ 120,000 100,000 0 LL CL E 80,000 W V 60,000 CL 0 a 40,000 0 r 20,000 0 x 0 2011 2021 2031 Total Household Forecast —>—Total Population Forecast -Total Employment Forecast C C,'P# rAMNNS 2041 2051 2061 Year Figure D-16 Renton Water Service Area Growth Projections Water System Plan Update City of Renton 2071 Table A-1 Projected Connections by Pressure Zone Water System Plan Update City of Renton Planning Year Pressure Zone 2011 2012 2013 2014 2015 2016 2017 2021 2031 2041 2051 2061 2071 ROLLING HILLSITALBOT HILL OPERATIONAL AREA Scenic Hill 370 Single Family 71 72 72 72 72 73 73 74 77 80 80 80 80 Multi Family 11 11 11 11 11 11 11 12 12 12 12 12 12 Commercial 0 0 0 0 0 0 0 0 0 0 0 0 0 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 0 0 0 0 0 0 0 0 0 0 0 0 0 Irrigation 1 1 1 1 1 1 1 1 1 1 1 1 1 Subtotal 83 84 84 84 85 85 85 87 90 93 93 93 93 East Talbot Hill 300 Single Family 5 5 5 5 5 5 5 6 6 7 7 7 7 Multi Family 19 20 20 20 20 21 21 22 25 27 27 27 27 Commercial 0 0 0 0 0 0 0 0 0 0 0 0 0 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 0 0 0 0 0 0 0 0 0 0 0 0 0 Irrigation 2 2 2 2 2 2 2 2 2 2 2 2 2 Subtotal 26 27 27 27 28 28 28 30 33 36 36 36 36 West Talbot Hill 300 Single Family 344 345 347 348 349 350 352 357 369 380 380 380 380 Multi Family 6 6 6 6 6 6 6 6 6 7 7 7 7 Commercial 0 0 0 0 0 0 0 0 0 0 0 0 0 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 1 1 1 1 1 1 1 1 1 1 1 1 1 Irrigation 1 1 1 1 1 1 1 1 1 1 1 1 1 Subtotal 352 354 355 356 357 359 360 365 377 389 389 389 389 Tablot Hill 350 Single Family 783 788 793 798 803 808 813 832 882 926 926 926 926 Multi Family 160 161 162 163 164 165 166 170 180 189 189 189 189 Commercial 26 26 26 26 26 26 26 26 26 27 27 28 28 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 1 1 1 1 1 1 1 1 1 1 1 1 1 Irrigation 37 37 37 37 37 37 3-7 37 37 38 39 4G 40 Subtotal 1,007 1,013 1,019 1,025 1,031 1,037 1,043 1,066 1,126 1,181 1,182 1,184 1,185 Rolling Hills 395 Single Family 0 0 0 0 0 0 0 0 0 0 0 0 0 Multi Family 45 45 45 45 45 45 45 45 45 45 45 45 45 Commercial 0 0 0 0 0 0 0 0 0 0 0 0 0 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 1 1 1 1 1 1 1 1 1 1 1 1 1 Irrigation 2 2 2 2 2 2 2 2 2 2 2 2 2 Subtotal 48 48 48 48 48 48 48 48 48 48 48 48 48 Rolling Hills 490 Single Family 538 543 547 552 557 562 567 586 634 677 677 677 677 Multi Family 108 109 110 111 112 113 114 118 127 136 136 136 136 Commercial 13 13 13 13 13 13 13 13 13 13 13 13 13 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 1 1 1 1 1 1 1 1 1 1 1 1 1 Irrigation 24 24 24 24 24 24 24 24 24 24 24 24 25 Subtotal 684 690 695 709 707 713 718 741 799 851 851 851 852 Rolling Hills 590 Single Family 1,082 1,089 1,095 1,102 1,108 1,115 1,121 1,147 1,211 1,270 1,270 1,270 1,270 Multi Family 110 110 111 112 112 113 114 116 123 129 129 129 129 Commercial 7 7 7 7 7 7 7 7 7 7 7 7 7 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 3 3 3 3 3 3 3 3 3 3 3 3 3 1 rrigation 24 24 24 24 24 24 24 24 24 24 24 24 24 Subtotal 1,226 9,233 1,240 1,247 9,255 1,262 9,269 9,297 1,368 9,432 1,432 1,432 1,433 TOTAL Total Single Family 13,439 13,601 13,762 13,924 14,086 14,253 14,420 15,089 16,668 17,388 17,890 18,392 18,880 Multi Family 1,576 1,594 1,613 1,632 1,650 1,670 1,690 1,768 1,956 2,065 2,144 2,222 2,297 Commercial 1,122 1,151 1,180 1,206 1,231 1,253 1,275 1,361 1,582 1,833 1,951 2,069 2,187 Industrial 76 78 80 82 84 85 86 91 104 127 138 150 162 Government 93 94 94 95 96 97 98 101 110 116 122 128 133 Irrigation 727 748 770 789 808 823 839 902 1,055 1,174 1,234 1,293 1,353 Grand Total 17,032 17,266 17,499 17,728 17,955 18,181 18,407 19,312 21,474 22,703 23,479 24,254 25,011 Table A-1 Projected Connections by Pressure Zone Water System Plan Update City of Renton Planning Year Pressure Zone 2011 2012 2013 2014 2015 2016 2017 2021 2031 2041 2051 2061 2071 VALLEY OPERATIONAL AREA Valley 196 Single Family 1,052 1,065 1,078 1,091 1,104 1,119 1,134 1,194 1,344 1,493 1,643 1,793 1,928 Multi Family 271 275 278 281 285 289 292 308 347 385 424 462 497 Commercial 728 737 747 756 766 775 785 823 933 1,162 1,257 1,352 1,447 Industrial 61 62 62 63 64 65 66 69 78 97 105 113 121 Government 45 46 46 46 46 47 47 48 52 55 59 62 66 Irrigation 321 325 330 334 338 342 346 363 412 513 555 597 639 Subtotal 2,478 2,509 2,540 2,571 2,603 2,636 2,670 2,805 3,164 3,703 4,042 4,379 4,698 HIGHLANDS 436IKENNYDALE OPERATIONAL AREA Kennydale 218 Single Family 31 31 31 31 31 31 31 31 31 31 31 31 31 Multi Family 0 0 0 0 0 0 0 0 0 0 0 0 0 Commercial 1 1 1 1 1 1 1 1 1 1 1 1 1 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 0 0 0 0 0 0 0 0 0 0 0 0 0 Irrigation 6 6 6 6 6 6 6 6 6 6 6 6 6 Subtotal 38 38 38 38 38 38 38 38 38 38 38 38 38 Kennydale 320 Single Family 930 956 983 1,010 1,036 1,066 1,096 1,217 1,517 1,818 2,119 2,419 2,720 Multi Family 109 112 115 119 122 125 129 143 178 213 249 284 319 Commercial 87 93 100 106 112 114 117 125 147 170 192 214 236 Industrial 14 15 16 17 18 19 19 21 24 28 32 35 39 Govemment 10 10 10 11 11 11 11 12 14 15 17 19 21 Irrigation 66 71 76 80 85 87 89 95 112 129 145 162 179 Subtotal 1,216 1,258 1,300 1,342 1,385 1,423 1,461 1,613 1,993 2,373 2,753 3,134 3,514 Highlands 436 Single Family 2,971 3,005 3,039 3,073 3,107 3,142 3,176 3,312 3,620 3,636 3,651 3,667 3,682 Multi Family 188 190 192 195 197 199 201 210 229 230 231 232 233 Commercial 62 65 67 69 72 74 76 85 106 106 106 106 106 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 7 7 7 7 7 7 8 8 9 9 9 9 9 Irrigation 76 79 81 84 87 90 93 104 129 129 129 129 129 Subtotal 3,304 3,346 3,387 3,429 3,470 3,512 3,553 3,719 4,093 4,110 4,126 4,143 4,959 HIGHLANDS 565 OPERATIONAL AREA Highlands 565 Single Family 4,759 4,823 4,886 4,950 5,014 5,078 5,142 5,397 5,974 6,011 6,047 6,083 6,120 Multi Family 499 505 512 519 525 532 539 566 626 630 634 637 641 Commercial 176 187 197 205 213 220 228 258 326 326 326 326 326 Industrial 1 1 1 1 1 1 1 2 2 2 2 2 2 Government 23 24 24 24 24 25 25 26 29 29 29 29 30 Irrigation 163 172 182 189 196 203 210 238 300 300 300 300 300 Subtotal 5,621 5,712 5,803 5,889 5,974 6,060 6,145 5,486 7,258 7,298 7,338 7,378 7,419 WEST HILL OPERATIONAL AREA West Hill 300 Single Family 176 176 177 177 178 178 179 181 186 190 190 190 190 Multi Family 24 24 24 24 24 24 24 25 25 26 26 26 26 Commercial 11 11 11 11 11 11 11 11 11 11 11 11 11 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 0 0 0 0 0 0 0 0 0 0 0 0 0 Irrigation 1 1 1 1 1 1 1 1 1 1 1 1 1 Subtotal 212 292 213 213 214 214 215 297 223 228 228 228 228 Earlington 370 Single Family 280 284 288 292 296 300 304 319 359 394 394 394 394 Multi Family 24 25 25 25 26 26 26 28 31 34 34 34 34 Commercial 2 2 2 2 2 2 2 2 3 3 3 3 3 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 0 0 0 0 0 0 0 0 0 0 0 0 0 Irrigation 3 3 3 3 3 3 3 4 4 4 4 4 4 Subtotal 309 314 318 322 327 331 336 353 396 434 434 434 434 West Hill 495 Single Family 417 419 421 423 425 427 429 437 458 476 476 476 476 Multi Family 1 1 1 1 1 1 1 1 1 1 1 1 1 Commercial 9 9 9 9 9 9 9 9 9 9 9 9 9 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 0 0 0 0 0 0 0 0 0 0 0 0 0 Irrigation 0 0 0 0 0 0 0 0 0 0 0 0 0 Subtotal 427 429 431 433 435 437 439 447 468 486 486 486 486 2,500 2,000 0 C) a 1,500 L- E z 1,000 500 0 2011 ACCOUNT PROJECTION CHARTS BY PRESSURE ZONE 2021 2031 Single Family Multi Family Commercial --C" -Industrial Government --o—Irrigation Ca �� `•� 35 W, 2041 2051 2061 Year Figure A-1 Valley 196 Pressure Zone Account Projections Water System Plan Update City of Renton 2071 a 20 6� 0 2011 2021 2031 Single Family Multi Family —6 Commercial --E�—Industrial —o—Government Irrigation 2041 2051 2061 2071 Year Figure A-2 I Kennydale 218 Pressure Zone Account Projections Y Water System Plan Update City of Renton +' 3,000 w 2,500 c a a 2,000 a 01,500 E ? 1,000 0 a 500 0 2011 2021 2031 Single Family Multi Family —6—Commercial — Industrial Government —C --Irrigation ACCOUNT PROJECTION CHARTS BY PRESSURE ZONE 4,000 3,500 c 3,000 a 2,500 0 2,000 E z 1,500 Y 1,000 a 500 0 2011 2021 2031 Single Family—c—Multi Family Commercial Industrial Government Irrigation 2041 2051 2061 2071 Year Figure A-3 I Kennydale 320 Pressure Zone Account Projections` U Water System Plan Update City of Renton ` MIR + C"0x#VwM1f '0% 2041 2051 2061 2071 Year Figure A-4 I Highlands 435 Pressure Zone Account Projections Water System Plan Update City of Renton 7,000 6,000 0 5,000 a o 4,000 3,000 z 00 2,000 0 L.a 1,000 ACCOUNT PROJECTION CHARTS BY PRESSURE ZONE 0 2011 2021 2031 Single Family —o—Multi Family —6 Commercial -Y �—Industrial — Government —o—Irrigation Ca rAM USN 200 180 --- 160 ou 140 --- w 120 0 CU 100 = 80 — z 60 a 40 20 0 2011 2021 2031 Single Family —o—Multi Family —�—Commercial Industrial --o-Government —KD --Irrigation 2041 2051 2061 2071 Year Figure A-5 I Highlands 565 Pressure Zone Account Projections` Water System Plan Update QC;,City of Rentona + 2041 2051 2061 2071 Year Figure A-6 I West Hill 300 Pressure Zone Account Projections 'X -Y r� Water System Plan Update City of Renton + 450 N 350 0 a 300 0 250 L d E 200 ? 150 SO -100 100 a 50 0 2011 ACCOUNT PROJECTION CHARTS BY PRESSURE ZONE Single Family Multi Family Year Figure A-7 —6 Commercial - Industrial Earlington 370 Pressure Zone --o—Government --o—Irrigation Account Projections ;SY Water System Pian Update u & City of Renton *{ 500 450 400 0 r°, 350 w 300 0 250 200 z 150 CL 100 50 0 2011 2021 2031 2041 Single Family Multi Family Year ei Commercial Industrial —Government Irrigation CAr�.1101 2051 2061 Figure A-8 West Hill 495 Pressure Zone Account Projections Water System Plan Update City of Renton 2071 Va 2021 2031 2041 2051 2061 2071 N. •r v+ 70 a v 60 a a 50 r= 40 0 30 m p 20 a =III ACCOUNT PROJECTION CHARTS BY PRESSURE ZONE 0 2011 2021 2031 2041 2051 2061 2071 Single Family --O--MultiFamilyFamily Figure A-9 -6 Commercial --Ci-Industrial Scenic Hill 370 Pressure Zone - Government --a--Irrigation Account Projections tiX Water System Plan Update 1 City of Renton + 30 25 c 3 0 20 a w 0 15 E ? 10 m 0 a 5 0 2011 2021 2031 Single Family -v-Multi Family --Commercial Industrial Government --o--Irrigation _ C C"M o'''' IIS 2041 2051 2061 2071 Year Figure A-10 I East Talbot Hill 300 Pressure Zone Account Projections Water System Plan Update City of Renton + + 0 400 350 300 0 a 250 4- 0 200 E Z 150 100 a 0 2011 ACCOUNT PROJECTION CHARTS BY PRESSURE ZONE 2021 2031 2041 2051 2061 2071 --o-Single Family --0-Multi Family Year Figure A-11 -jCommercial Industrial West Talbot Hill 300 Pressure Zone Account Projections A, Y � -o-Government -•o-Irrigation Water System Plan Update $ } City of Renton + 1,000 900 800 4o, 700 a w 600 0 4D 500 400 z 300 a 200 100 0 2011 2021 2031 --6-Sin ie Famil Multi Famil 2041 2051 2061 2071 Year g y y Figure A-12 I 6 Commercial —[)—Industrial Talbot Hill 350 Pressure Zone Account Projections vY t^� --Government Irrigation Water System Plan Update City of Renton ' �a PV 50 45 40 os 35 U 30 a M 25 E 20 z 15 CL 10 5 0 2011 2021 2031 Single Family Multi Family —Commercial --D—Industrial —Government Irrigation ACCOUNT PROJECTION CHARTS BY PRESSURE ZONE Ca+•AM1110% y a 600 O U U a 500 O 400 E z 300 0 200 a 100 0 2011 2021 2031 --[-Single Family Multi Family 6 Commercial —o— Industrial -*>—Government Irrigation 2041 2051 2061 2071 Year Figure A-13 I Rolling Hills 395 Pressure Zone Account Projections Water System Plan Update City of Renton + + C IC,= AP-50ft "06 2041 2051 2061 2071 Year Figure A-14 I Rolling Hills 490 Pressure Zone Account Projections Water System Plan Update C-) a � City of Renton * 7 1,400 4 1,200 c 0 1,000 ca a 6 800 E 600 z 400 0 CL 200 0 2011 ACCOUNT PROJECTION CHARTS BY PRESSURE ZONE 2021 2031 Single Family Multi Famil 2041 2051 2061 2071 Year y Figure A-15 I --a-Commercial --C�-Industrial Rolling Hills 590 Pressure Zone Account Projections N' ---o--Govemment -a-Irrigation Water System Plan Update v fe y City of Renton +&R + 20,000 18,000 16,000 00 14,000 v 0 12,000 10,000 Z 8,000 6,000 .� 4,000 a` 2,000 0 2011 2021 2031 --o-Single Family Multi Family -6-Commercial --D-Industrial --o-Government -o-Irrigation C CA* r~ ■Io% 2041 2051 2061 Year Figure A-16 Renton Water Service Area Account Projections Water System Plan Update City of Renton 2071 Table E-1 Projected ERUs by Pressure Zone Water System Plan Update City of Renton Planning Year Pressure Zone 2011 2012 2013 2014 2013 2016 2017 2021 2031 2041 2031 2061 2071 ROLLING HILLSITALBOT HILL OPERATIONAL AREA Scenic Hill 370 Single Family 71 72 72 72 72 73 73 74 77 80 80 80 80 Multi Family 60 60 60 60 61 61 61 62 65 67 67 67 67 Commercial 0 0 0 0 0 0 0 0 0 0 0 0 0 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 0 0 0 0 0 0 0 0 0 0 0 0 0 Irrigation 7 7 7 7 7 7 7 7 7 7 7 7 7 Subtotal 138 139 140 140 141 141 142 144 149 154 154 154 154 East Talbot Hili 300 Single Family 5 5 5 5 5 5 5 6 6 7 7 7 7 Multi Family 104 106 107 109 110 111 113 119 133 146 146 146 146 Commercial 0 0 0 0 0 0 0 0 0 0 0 0 0 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 0 0 0 0 0 0 0 0 0 0 0 0 0 Irrigation 15 15 15 15 15 15 15 15 15 15 15 15 15 Subtotal 124 126 127 129 130 132 133 139 155 168 968 168 168 West Talbot Hili 300 Single Family 344 345 347 348 349 350 352 357 369 380 380 380 380 Multi Family 33 33 33 33 33 33 33 34 35 36 36 36 36 Commercial 0 0 0 0 0 0 0 0 0 0 0 0 0 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 9 9 9 9 9 9 9 9 9 9 9 9 9 Irrigation 7 7 7 7 7 7 7 7 7 7 7 7 7 Subtotal 393 394 396 397 398 400 401 407 420 433 433 433 433 Tablot Hill 350 Single Family 783 788 793 798 803 808 813 832 882 926 926 926 926 Multi Family 866 871 876 882 887 893 898 920 975 1,024 1,024 1,024 1,024 Commercial 168 168 168 168 168 168 168 168 169 173 177 180 184 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 9 9 9 9 9 9 9 9 9 9 9 10 10 Irrigation 274 274 274 274 274 274 274 274 275 282 288 294 299 Subtotal 2,100 2,190 2,121 2,131 2,141 2,952 2,162 2,204 2,310 2,413 2,423 2,434 2,443 Rolling Hills 395 Single Family 0 0 0 0 0 0 0 0 0 0 0 0 0 Multi Family 243 243 243 243 243 243 243 243 243 243 243 243 243 Commercial 0 0 0 0 0 0 0 0 0 0 0 0 0 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 9 9 9 9 9 9 9 9 9 9 9 9 9 Irrigation 15 15 15 15 15 15 15 15 15 15 15 15 15 Subtotal 267 267 267 267 267 267 267 267 267 267 267 267 267 Rolling Hills 490 Single Family 538 543 547 552 557 562 567 586 634 677 677 677 677 Multi Family 584 589 594 600 605 610 615 636 688 735 735 735 735 Commercial 84 84 84 84 84 84 84 84 84 85 85 86 86 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 9 9 9 9 9 9 9 9 9 9 10 10 11 Irrigation 178 178 178 178 178 178 178 178 178 179 180 181 182 Subtotal 1,393 1,403 1,413 1,423 1,433 1,443 1,453 1,493 1,593 1,685 1,687 1,689 1,691 Rolling Hills 590 Single Family 1,082 1,089 1,095 1,102 1,108 1,115 1,121 1,147 1,211 1,270 1,270 1,270 1,270 Multi Family 593 597 600 604 607 611 614 628 664 696 696 696 696 Commercial 45 45 45 45 45 45 45 45 45 45 45 45 45 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 26 26 26 26 26 26 26 26 26 27 28 29 30 Irrigation 178 178 178 178 178 178 178 178 178 178 178 178 178 Subtotal 1,925 1,935 1,945 1,955 1,965 1,975 1,985 2,025 2,125 2,216 2,217 2,217 2,218 TOTAL Total Single Family 13,439 13,601 13,762 13,924 14,086 14,253 14,420 15,089 16,668 17,388 17,890 18,392 18,880 Multi Family 8,523 8,624 8,726 8,827 8,928 9,034 9,140 9,564 10,580 11,170 11,596 12,022 12,427 Commercial 7,271 7,458 7,644 7,814 7,980 8,120 8,259 8,819 10,249 11,880 12,643 13,406 14,169 Industrial 739 758 776 794 813 824 836 883 1,011 1,232 1,344 1,457 1,569 Government 811 818 825 832 839 847 854 885 959 1,011 1,063 1,115 1,164 Irrigation 5,384 5,545 5,704 5,847 5,986 6,102 6,218 6,683 7,819 8,699 9,142 9,584 10,026 Grand Total 36,167 36,804 37,437 38,038 38,632 39,180 39,729 41,922 47,285 51,381 53,678 55,976 58,234 Table E-1 Projected ERUs by Pressure Zone Water System Plan Update City of Renton Planning Year Pressure Zone 2011 2012 2013 2014 2015 2016 2017 2021 2031 2041 2031 2061 2071 VALLEY OPERATIONAL AREA Valley 196 Single Family 1,052 1,065 1,078 1,091 1,104 1,119 1,134 1,194 1,344 1,493 1,643 1,793 1,928 Multi Family 1,468 1,486 1,504 1,522 1,540 1,561 1,582 1,666 1,875 2,084 2,293 2,502 2,690 Commercial 4,714 4,776 4,837 4,899 4,961 5,022 5,084 5,330 6,043 7,527 8,143 8,759 9,375 Industrial 590 598 606 613 621 629 636 667 756 942 1,019 1,097 1,174 Government 396 398 401 403 406 409 412 423 453 484 515 546 574 Irrigation 2,380 2,411 2,443 2,474 2,505 2,536 2,567 2,691 3,051 3,801 4,112 4,423 4,734 Subtotal 10,600 10,734 10,868 11,002 11,136 11,276 99,415 19,972 13,521 16,331 17,725 19,119 20,475 HIGHLANDS 4351KENNYDALE OPERATIONAL AREA Kennydale 218 Single Family 31 31 31 31 31 31 31 31 31 31 31 31 31 Multi Family 0 0 0 0 0 0 0 0 0 0 0 0 0 Commercial 6 6 6 6 6 6 6 6 6 6 6 6 6 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 0 0 0 0 0 0 0 0 0 0 0 0 0 Irrigation 44 44 44 44 44 44 44 44 44 44 44 44 44 Subtotal 82 82 82 82 82 82 82 82 82 82 82 82 82 Kennydale 320 Single Family 930 956 983 1,010 1,036 1,066 1,096 1,217 1,517 1,818 2,119 2,419 2,720 Multi Family 590 607 624 641 658 677 696 773 963 1,154 1,345 1,536 1,727 Commercial 562 605 646 686 727 741 756 813 956 1,098 1,241 1,384 1,527 Industrial 138 149 159 169 179 183 186 200 236 271 306 341 376 Government 89 90 91 93 94 95 97 103 118 135 152 169 186 Irrigation 488 525 561 596 632 644 656 706 830 954 1,078 1,202 1,326 Subtotal 2,797 2,933 3,064 3,195 3,326 3,407 3,488 3,811 4,620 5,431 6,241 7,052 7,863 Highlands 435 Single Family 2,971 3,005 3,039 3,073 3,107 3,142 3,176 3,312 3,620 3,636 3,651 3,667 3,682 Multi Family 1,018 1,029 1,041 1,053 1,065 1,076 1,088 1,135 1,240 1,245 1,251 1,256 1,261 Commercial 404 419 434 448 463 478 493 553 687 687 687 687 687 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 62 63 63 64 65 65 66 69 75 75 76 76 76 Irrigation 562 583 603 624 645 666 686 769 956 956 956 956 956 Subtotal 5,016 5,098 5,180 5,263 5,345 5,427 5,509 5,837 6,579 6,600 6,621 6,642 6,663 HIGHLANDS 565 OPERATIONAL AREA Highlands 565 Single Family 4,759 4,823 4,886 4,950 5,014 5,078 5,142 5,397 5,974 6,011 6,047 6,083 6,120 Multi Family 2,698 2,734 2,770 2,806 2,842 2,878 2,914 3,059 3,387 3,407 3,428 3,448 3,469 Commercial 1,143 1,211 1,279 1,331 1,380 1,429 1,478 1,673 2,111 2,111 2,111 2,111 2,111 Industrial 10 11 12 12 12 13 13 15 19 19 19 19 19 Government 203 206 209 211 214 216 219 229 252 254 256 257 259 Irrigation 1,205 1,277 1,348 1,403 1,455 1,506 1,558 1,763 2,226 2,226 2,226 2,226 2,226 Subtotal 10,099 10,261 10,503 10,714 10,917 11,120 91,323 12,136 13,969 14,028 14,087 14,145 14,204 WEST HILL OPERATIONAL AREA West Hill 300 Single Family 176 176 177 177 178 178 179 181 186 190 190 190 190 Multi Family 130 131 131 131 132 132 132 134 138 141 141 141 141 Commercial 72 72 72 72 72 72 72 72 72 72 72 72 72 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 0 0 0 0 0 0 0 0 0 0 0 0 0 Irrigation 7 7 7 7 7 7 7 7 7 7 7 7 7 Subtotal 385 386 387 388 388 389 390 394 402 490 410 410 410 Earlington 370 Single Family 280 284 288 292 296 300 304 319 359 394 394 394 394 Multi Family 132 134 135 137 139 141 143 150 169 185 185 185 185 Commercial 13 13 14 14 14 14 15 16 16 16 16 16 16 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 0 0 0 0 0 0 0 0 0 0 0 0 0 Irrigation 23 23 23 24 24 25 25 27 28 28 28 28 28 Subtotal 447 454 460 467 473 479 486 512 571 623 623 623 623 West Hill 495 Single Family 417 419 421 423 425 427 429 437 458 476 476 476 476 Multi Family 5 5 5 6 6 6 6 6 6 6 6 6 6 Commercial 58 58 58 58 58 58 58 58 58 58 58 58 58 Industrial 0 0 0 0 0 0 0 0 0 0 0 0 0 Government 0 0 0 0 0 0 0 0 0 0 0 0 0 Irrigation 0 0 0 0 0 0 0 0 0 0 0 0 0 Subtotal 481 483 485 487 489 491 493 501 522 540 540 540 540 a N N N Ir w Q W � �0 O C O w�a o E V LL A� B to O �r 0 N 0 N (6 O1 } O N N 0 N CD N O 0 O O o O o O p O N O O O o Q O Q C? O Q O O O O 0 0 o O o Co p 11 (O W) If m N smug jei;uapisa-{;ua1eninb3;OjagwnN w w � U U N O O � I +� I � I O 'a 1 _ � I C] I 4 I N I 2 Table W-1 Projected ADD by Pressure Zone and Customer Type Water System Plan Update City of Renton Projected Average Dalt Demand m d Pressure Zone 2011 2012 2013 2014 2015 2016 2017 2021 2031 2041 2051 2061 2071 VALLEY OPERATIONAL AREA Valley 196 Single Family 0.180 0.182 0.184 0,187 0.189 0.191 0.194 0.204 0.230 0.256 0.281 0.307 0.330 Multi Family 0.251 0.254 0.257 0.260 0.264 0.267 0.271 0.285 0.321 0.357 0,392 0.428 0.460 Commercial 0.807 0.817 0.828 0,838 0,849 0.859 0.870 0.912 1.034 1.288 1.393 1,499 1.604 Industrial 0.101 0.102 0.104 0,105 0,106 0.108 0.109 0.114 0.129 0.161 0.174 0,188 0.201 Government 0.068 0.068 0.069 0.069 0.069 0.070 0.070 0.072 0.077 0.083 0,088 0.093 0.098 Irrigation 0.407 0.413 0.418 0.423 0.429 0.434 0.439 0.461 0.522 0.650 0.704 0.757 0.810 SPU Boeing/KC WWTP 0.297 0.297 0.297 0.297 0,297 0,297 0.297 0.297 0.297 0.297 0.297 0.297 0.297 Other (Misc.+DSL) 0,476 0.481 0.486 0.491 0,496 0.502 0.507 0.529 0.588 0.697 0.750 0,804 0,856 Subtotal 2.587 2.615 2.643 2.671 2.699 2.729 2.758 2.875 3.199 3.789 4.081 4.373 4.657 HIGHLANDS 4361KENNYDALE OPERATIONAL AREA Kennydale 218 Single Family 0.005 0.005 0.005 0.005 0.005 0.005 0,005 0.005 0.005 0.005 0.005 0.005 0.005 Multi Family 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 Commercial 0.001 0,001 0.001 0.001 0.001 0,001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 Industrial 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Government 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Irrigation 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc,+DSL) 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 Subtotal 0.017 0.017 0.017 0.017 0.017 0.017 0.017 0.017 0.017 0.017 0.017 0.017 0.017 Kennydale 320 Single Family 0.159 0.164 0.168 0.173 0.177 0.182 0,188 0.208 0.260 0.311 0.363 0.414 0.465 Multi Family 0.101 0.104 0.107 0.110 0.113 0.116 0,119 0.132 0.165 0.198 0.230 0.263 0.296 Commercial 0.096 0.103 0.110 0.117 0.124 0.127 0,129 0.139 0.164 0.188 0.212 0.237 0.261 Industrial 0.024 0,026 0,027 0.029 0.031 0.031 0.032 0.034 0.040 0.046 0.052 0.058 0.064 Government 0.015 0.015 0,016 0.016 0.016 0.016 0.017 0.018 0.020 0.023 0.026 0.029 0.032 Irrigation 0.083 0.090 0.096 0.102 0.108 0.110 0.112 0.121 0.142 0.163 0.184 0.206 0.227 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0,000 0.000 0.000 Other (Misc.+DSL) 0.108 0,113 0.118 0.123 0.128 0.131 0.134 0,147 0.178 0.209 0.241 0.272 0.303 Subtotal 0.586 0.615 0.642 0.670 0.697 0.714 0.731 0.799 0.969 1.139 1.309 1.479 1.649 Hi hlands 435 Single Family 0.508 0.514 0.520 0.526 0.532 0.538 0.543 0.567 0.619 0.622 0.625 0.627 0.630 Multi Family 0.174 0.176 0.178 0.180 0.182 0.184 0.186 0,194 0,212 0.213 0.214 0.215 0.216 Commercial 0.069 0.072 0.074 0.077 0.079 0.082 0.084 0.095 0,118 0,118 0.118 0.118 0.118 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 Government 0.011 0.011 0,011 0.011 0.011 0.011 0.011 0.012 0.013 0.013 0.013 0.013 0.013 Irrigation 0.096 0.100 0,103 0.107 0.110 0.114 0.117 0.132 0.164 0.164 0.164 0.164 0.164 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc.+DSL) 0.193 0.197 0.200 0.203 0.206 0.209 0.212 0.225 0,254 0.254 0.255 0.256 0.257 Subtotal 1.052 1.069 1.086 1.103 1.121 1.138 1.155 1.224 1.379 1.384 1.388 1.393 1.397 HIGHLANDS 665 OPERATIONAL AREA Highlands 566 Single Family 0.814 0.825 0.836 0.847 0.858 0.869 0.880 0.923 1.022 1.029 1.035 1.041 1.047 Multi Family 0.462 0.468 0.474 0.480 0.486 0.493 0.499 0.523 0.579 0.583 0.587 0.590 0.594 Commercial 0.196 0.207 0.219 0.228 0.236 0.244 0.253 0.286 0.361 0.361 0,361 0.361 0.361 Industrial 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.003 0,003 0,003 0.003 0.003 0.003 Government 0.035 0.035 0.036 0.036 0.037 0.037 0.037 0.039 0,043 0.043 0.044 0.044 0.044 Irrigation 0.206 0.218 0.231 0,240 0.249 0.258 0.267 0.302 0.381 0.381 0.381 0.381 0.381 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc.+DSL) 0.386 0.396 0.405 0.413 0.421 0.429 0.437 0.468 0.539 0.541 0.543 0.545 0.548 Subtotal 2.101 2.151 2.202 2.246 2.289 2.332 2.374 2.544 2.929 2.941 2.954 2.966 2.978 WEST HILL OPERATIONAL AREA West Hill 300 Single Family 0.030 0.030 0.030 0.030 0.030 0.030 0.031 0.031 0.032 0.033 0.033 0.033 0.033 Multi Family 0.022 0.022 0.022 0.022 0.023 0.023 0.023 0.023 0.024 0.024 0.024 0.024 0,024 Commercial 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0,012 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0,000 Government 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 Irrigation 0.001 0.001 0,001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc.+DSL) 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.016 0.016 0.016 0.016 0,016 Subtotal 0.081 0.081 0.081 0.081 0.081 0.082 0.082 0.083 0.084 0.086 0.086 0.086 0.086 Earlington 370 Single Family 0.048 0.049 0.049 0.050 0.051 0,051 0,052 0.055 0.061 0.067 0.067 0.067 0.067 Multi Family 0.023 0.023 0.023 0.023 0.024 0,024 0,024 0.026 0.029 0.032 0.032 0.032 0,032 Commercial 0,002 0.002 0.002 0.002 0.002 0.002 0.002 0.003 0.003 0.003 0.003 0.003 0.003 Industrial 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Government 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Irrigation 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.005 0.005 0.005 0.005 0,005 0.005 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc.+DSL) 0.017 0.017 0.018 0.018 0.018 0.018 0.019 0.020 0.022 0.024 0.024 0.024 0.024 Subtotal 0.094 0.095 0.096 0.098 0.099 0.101 0.102 0.107 0.120 0.131 0.131 0.131 0.131 West Hill 496 Single Family 0.071 0,072 0.072 0.072 0.073 0.073 0.073 0.075 0.078 0.081 0.081 0.081 0.081 Multi Family 0.001 0.001 0.001 0.001 0.001 0.001 0,001 0.001 0.001 0.001 0.001 0.001 0.001 Commercial 0.010 0.010 0.010 0.010 0.010 0.010 0,010 0.010 0.010 0.010 0.010 0.010 0.010 Industrial 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Government 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Irrigation 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Wholesale 0.164 0.170 0.177 0.183 0.189 0.195 0.201 0.226 0.250 0.250 0.250 0.250 0.250 Other (Misc.+DSL) 0.056 0.057 0.058 0.060 0.061 0.063 0.064 0.070 0.076 0.077 0.077 0.077 0.077 Subtotal 0.302 0.310 0.318 0.326 0.334 0.342 0.350 0.381 0.416 0.420 0.420 0.420 0.420 Table W-1 Projected ADD by Pressure Zone and Customer Type Water Svstem Plan Update City of Renton Projected Average Day Demand m d Pressure Zone 2011 2012 2013 2014 2015 2016 2017 2021 2031 2041 2051 2061 2071 ROLLING HILLSITALBOT HILL OPERATIONAL AREA Scenic Hill 370 Single Family 0.012 0.012 0.012 0.012 0.012 0.012 0.013 0.013 0.013 0.014 0.014 0.014 0.014 Multi Family 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.011 0.011 0.011 0.011 0,011 0,011 Commercial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Government 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Irrigation 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0,000 Other (Misc.+DSL) 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.006 0.006 0.006 0,006 0.006 0,006 Subtotal 0.029 0.029 0.029 0.029 0.029 0.030 0.030 0.030 0.039 0.032 0.032 0.032 0.032 East Talbot Hill 300 Single Family 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 Multi Family 0.018 0.018 0.018 0.019 0.019 0.019 0.019 0.020 0.023 0.025 0.025 0.025 0.025 Commercial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0,000 0,000 0.000 0.000 Government 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Irrigation 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 Wholesale 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc.+DSL) 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.006 0.006 0.006 0.006 0.006 Subtotal 0.026 0.026 0.027 0.027 0.027 0.028 0.028 0.029 0.032 0.035 0.035 0.035 0.035 West Talbot Hill 300 Single Family 0.059 0.059 0.059 0.060 0.060 0.060 0.060 0.061 0.063 0.065 0.065 0.065 0.065 Multi Family 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 0.006 Commercial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Government 0.001 0.001 0,001 0.001 0.001 0.001 0.001 0.001 0.001 0.002 0.002 0.002 0.002 Irrigation 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc.+DSL) 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.016 0.016 0.017 0.017 0.017 0.017 Subtotal 0.082 0.083 0.083 0.083 0.084 0.084 0.084 0.085 0.088 0.091 0.091 0.091 0.091 Tablot Hill 350 Single Family 0.134 0.135 0.136 0.137 0.137 0.138 0.139 0.142 0.151 0.158 0.158 0.158 0.158 Multi Family 0.148 0.149 0.150 0.151 0.152 0.153 0.154 0.157 0.167 0.175 0.175 0.175 0.175 Commercial 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.029 0.030 0.030 0.031 0.031 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Government 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.002 0.002 0.002 0.002 Irrigation 0.047 0.047 0.047 0.047 0.047 0.047 0.047 0.047 0.047 0.048 0.049 0.050 0.051 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc.+DSL) 0.081 0.081 0.082 0.082 0.083 0.083 0.083 0.085 0.089 0.093 0.093 0.094 0.094 Subtotal 0.440 0.442 0.445 0.447 0.449 0.459 0.453 0.462 0.484 0.506 0.508 0.510 0.512 Rolling Hills 395 Single Family 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 Multi Family 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0.042 0,042 0.042 0,042 Commercial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Government 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 Irrigation 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0,003 0.003 0,003 0.003 0.003 0.003 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 Other (Misc.+DSL) 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 Subtotal 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.056 Rolling Hills 490 Single Family 0.092 0.093 0.094 0.094 0,095 0,096 0,097 0,100 0,108 0.116 0.116 0.116 0.116 Multi Family 0.100 0.101 0.102 0.103 0.103 0,104 0,105 0,109 0.118 0.126 0.126 0.126 0.126 Commercial 0.014 0.014 0.014 0.014 0.014 0,014 0.014 0,014 0.014 0,015 0.015 0.015 0.015 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 Government 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.002 0.002 0.002 0.002 0.002 Irrigation 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0,030 0.030 0.031 0.031 0.031 0.031 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc.+DSL) 0.054 0.054 0.054 0.055 0.055 0.056 0.056 0.058 0.061 0.065 0.065 0.065 0.065 Subtotal 0.292 0.294 0.296 0.298 0.300 0.302 0.305 0.313 0.334 0.353 0.354 0.354 0.354 Rolling Hills 590 Single Family 0.185 0.186 0.187 0,189 0.190 0.191 0.192 0.196 0.207 0.217 0.217 0.217 0.217 Multi Family 0.101 0.102 0.103 0.103 0.104 0.105 0.105 0.108 0.114 0.119 0.119 0.119 0.119 Commercial 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 Government 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.005 0.005 0,005 0.005 Irrigation 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0,030 0.030 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc.+DSL) 0.074 0.075 0.075 0.075 0.076 0.076 0.077 0.078 0.082 0.085 0.085 0.085 0.086 Subtotal 0.404 0.406 0.408 0.490 0.412 0.414 0.416 0.425 0.446 0.465 0.465 0.465 0.465 TOTAL Total Single Family 2.300 2.327 2.355 2.383 2.410 2.439 2.467 2.582 2.852 2.975 3,061 3.147 3.231 Multi Family 1.458 1.476 1.493 1.510 1.528 1.546 1.564 1.637 1.810 1,911 1.984 2.057 2.126 Commercial 1.244 1.276 1.308 1.337 1.365 1.389 1.413 1.509 1.754 2.033 2.163 2.294 2.425 Industrial 0.126 0.130 0.133 0.136 0.139 0.141 0.143 0.151 0.173 0.211 0.230 0.249 0.268 Government 0.139 0.140 0.141 0.142 0.144 0.145 0.146 0.151 0.164 0.173 0.182 0.191 0.199 Irrigation 0.921 0.949 0.976 1.001 1,024 1.044 1.064 1.144 1.338 1.489 1.564 1.640 1.716 Wholesale/Top Users 0.462 0.468 0.474 0.480 0,486 0,492 0.499 0.523 0.547 0.547 0.547 0.547 0.547 Other Misc.+DSL 1.498 1.524 1.550 1.575 1,599 1,621 1,644 1.734 1.946 2.104 2.193 2.281 2.368 Grand Total 8.149 8.290 8.430 8.664 8.696 8.818 8.941 9.431 10.585 11.444 11.925 12.407 12.881 Table W-2 Projected MDD by Pressure Zone and Customer Type Water Svstem Plan Update City of Renton Projected Maximum Day Demand (m2d) Pressure Zone 2011 2012 2013 2014 2015 2016 2017 2021 2031 2041 2051 2061 2071 VALLEY OPERATIONAL AREA Valley 196 Single Family 0.329 0.333 0.337 0.341 0.345 0.349 0.354 0.373 0.420 0.466 0.513 0.560 0.602 Multi Family 0.458 0.464 0.470 0.475 0.481 0.488 0,494 0.520 0.586 0.651 0.716 0.781 0.840 Commercial 1.472 1.492 1.511 1.530 1.549 1.569 1.588 1.665 1.887 2.351 2.543 2.736 2.928 Industrial 0.184 0,187 0.189 0.192 0.194 0.196 0,199 0.208 0.236 0.294 0.318 0.342 0.367 Government 0.124 0.124 0.125 0.126 0.127 0.128 0.129 0.132 0.141 0.151 0.161 0.170 0.179 Irrigation 0.743 0.753 0.763 0.773 0.782 0.792 0.802 0.841 0.953 1.187 1.284 1.381 1.479 SPU Boeing/KC WWTP 0.543 0.543 0.543 0.543 0.543 0.543 0,543 0.543 0.543 0.543 0.543 0.543 0.543 Other (Misc.+DSL) 0,868 0,878 0.887 0.897 0.906 0.916 0,926 0.965 1.074 1.272 1.370 1.468 1.563 Subtotal 4.722 4.773 4.825 4.876 4.927 4.980 5.034 5.247 5.840 6.915 7.448 7.982 8.501 HIGHLANDS 4351KENNYDALE OPERATIONAL AREA Kennydale 218 Single Family 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 Multi Family 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Commercial 0,002 0,002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 Industrial 0.000 0,000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 Government 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Irrigation 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc.+DSL) 0,006 0,006 0.006 0.006 0.006 0.006 0,006 0.006 0.006 0.006 0.006 0.006 0.006 Subtotal 0.031 0.037 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.031 Kennydale 320 Single Family 0.290 0.299 0.307 0.315 0.324 0.333 0.342 0.380 0.474 0.568 0.662 0.756 0.850 Multi Family 0.184 0.190 0.195 0.200 0.206 0.211 0.217 0.241 0.301 0.361 0.420 0.480 0.539 Commercial 0.175 0.189 0.202 0.214 0.227 0,232 0.236 0.254 0.298 0.343 0.388 0.432 0.477 Industrial 0,043 0.047 0.050 0.053 0.056 0.057 0.058 0.063 0.074 0.085 0.096 0.107 0.118 Government 0.028 0.028 0.029 0.029 0.029 0,030 0,030 0.032 0.037 0.042 0.048 0.053 0.058 Irrigation 0.152 0.164 0.175 0.186 0.197 0,201 0,205 0.220 0.259 0.298 0.337 0,375 0,414 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc.+DSL) 0.197 0.206 0.216 0.225 0.234 0.240 0.245 0.268 0.325 0.382 0.439 0.496 0.553 Subtotal 1.070 1.122 1.172 1.223 1.273 1.304 1.335 1.459 1.768 2.078 2.389 2.699 3.009 Highlands 435 Single Family 0.928 0.939 0.949 0.960 0.971 0,981 0,992 1.034 1.131 1.136 1.140 1,145 1,150 Multi Family 0.318 0.322 0.325 0.329 0.332 0.336 0.340 0.354 0.387 0.389 0.391 0.392 0.394 Commercial 0.126 0.131 0.135 0.140 0.145 0.149 0.154 0.173 0.215 0.215 0.215 0.215 0.215 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Government 0.019 0.020 0.020 0.020 0.020 0.020 0.021 0.021 0.023 0.024 0.024 0.024 0.024 Irrigation 0.175 0.182 0.188 0.195 0,201 0,208 0.214 0.240 0.299 0.299 0.299 0,299 0,299 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 Other (Misc.+DSL) 0.353 0.359 0.365 0.370 0.376 0.382 0.388 0.411 0.463 0.464 0.466 0.467 0.469 Subtotal 1.920 1.951 1.983 2.014 2.045 2.077 2.108 2.234 2.518 2.526 2.534 2.542 2.550 HIGHLANDS 565 OPERATIONAL AREA Highlands 565 Single Family 1.486 1.506 1.526 1.546 1.566 1.586 1.606 1.686 1.866 1.877 1,889 1.900 1,911 Multi Family 0.842 0.854 0.865 0.876 0,888 0.899 0.910 0.955 1.058 1.064 1.071 1.077 1.083 Commercial 0.357 0.378 0.399 0.416 0.431 0.446 0.461 0.522 0.659 0.659 0.659 0.659 0.659 Industrial 0.003 0.003 0.004 0.004 0.004 0.004 0.004 0.005 0.006 0.006 0.006 0.006 0.006 Government 0.064 0.064 0.065 0.066 0.067 0.068 0.068 0.072 0.079 0.079 0.080 0.080 0.081 Irrigation 0.376 0.399 0.421 0.438 0.454 0.470 0.486 0.551 0.695 0.695 0,695 0,695 0,695 Wholesale 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0,000 Other (Misc.+DSL) 0.705 0.722 0.739 0,754 0,768 0.783 0.797 0.854 0.983 0.987 0.991 0.995 1.000 Subtotal 3.834 3.927 4.020 4.100 4.178 4.256 4.333 4.644 5.346 5.368 5.391 5.413 5.436 WEST HILL OPERATIONAL AREA West Hill 300 Single Family 0.055 0.055 0.055 0.055 0.055 0.056 0.056 0.056 0.058 0.059 0,059 0.059 0.059 Multi Family 0.041 0.041 0.041 0.041 0.041 0.041 0.041 0.042 0.043 0.044 0.044 0.044 0.044 Commercial 0.022 0.022 0.022 0.022 0,022 0.022 0.022 0.022 0.022 0.022 0.022 0.022 0,022 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Government 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Irrigation 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0,002 0,002 0,002 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 Other (Misc.+DSL) 0.027 0.027 0.027 0,027 0,027 0.027 0.027 0.028 0.028 0.029 0.029 0.029 0.029 Subtotal 0.147 0.148 0.148 0.148 0.149 0.749 0.149 0.151 0.154 0.157 0.157 0.157 0.157 Earinciton 370 Single Family 0.0$7 0.089 0.090 0.091 0.092 0.094 0.095 0.100 0.112 0.123 0.123 0,123 0.123 Multi Family 0.041 0.042 0.042 0.043 0.043 0.044 0.045 0.047 0.053 0.058 0,058 0,058 0.058 Commercial 0.004 0.004 0.004 0.004 0.004 0.004 0.005 0.005 0.005 0.005 0,005 0.005 0.005 Industrial 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Government 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Irrigation 0.007 0.007 0.007 0.007 0.008 0.008 0.008 0.008 0.009 0.009 0.009 D.009 0.009 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc.+DSL) 0.031 0.032 0.032 0.033 0.033 0.034 0.034 0.036 0.040 0.044 0.044 0.044 0.044 Subtotal 0.171 0.174 0.176 0.179 0.181 0.183 0.186 0.196 0.219 0.239 0.239 0.239 0.239 West Hill 495 Single Family 0.130 0.131 0.132 0.132 0.133 0.133 0.134 0.137 0.143 0.149 0.149 0.149 0,149 Multi Family 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0,002 Commercial 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.018 0.018 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 Government 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Irrigation 0.000 0.000 0.000 0.000 0,000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 Wholesale 0.549 0.569 0.590 0.610 0,631 0,651 0.672 0.753 0.835 0.835 0.835 0.835 0.835 Other (Misc.+DSL) 0.101 0.104 0.107 0.109 0,112 0,115 0.117 0.128 0.140 0.141 0.141 0.141 0.141 Subtotal 0.800 0.824 0.848 0.872 0.895 0.919 0.943 1.038 1.138 1.145 1.145 9.145 1.145 Table W-2 Projected MDD by Pressure Zone and Customer Type Water Svstem Plan Update City of Renton Projected Maximum Day Demand m d Pressure Zone 2011 2012 2013 2014 2015 2016 2017 2021 2031 2041 2051 2061 2071 ROLLING HILLSITALBOT HILL OPERATIONAL AREA Scenic Hill 370 Single Family 0.022 0.022 0.022 0.023 0.023 0.023 0.023 0.023 0.024 0.025 0.025 0.025 0.025 Multi Family 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.020 0.021 0,021 0,021 0,021 Commercial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Government 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Irrigation 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Mise,+DSL) 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.011 0.011 0,011 0.011 0,011 Subtotal 0.053 0.053 0.053 0.054 0.054 0.054 0.054 0.055 0.057 0.059 0.059 0.059 0.059 East Talbot Hill 300 Single Family 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 Multi Family 0.033 0.033 0.033 0.034 0.034 0.035 0.035 0.037 0.042 0.046 0.046 0.046 0.046 Commercial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Government 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Irrigation 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc.+DSL) 0.009 0.009 0.009 0.009 0.009 0.009 0.009 0.010 0.011 0.012 0.012 0.012 0.012 Subtotal 0.048 0.048 0.049 0.049 0.050 0.050 0.051 0.053 0A59 0.064 0.064 0.064 0.064 West Talbot Hili 300 Single Family 0,108 0.108 0.108 0.109 0,109 0,109 0,110 0,111 0.115 0,119 0.119 0.119 0.119 Multi Family 0,010 0,010 0.010 0.010 0.010 0.010 0.010 0.011 0.011 0.011 0.011 0.011 0.011 Commercial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 Government 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 Irrigation 0,002 0,002 0.002 0.002 0,002 0,002 0,002 0,002 0.002 0.002 0.002 0.002 0.002 Wholesale 0,000 0,000 0,000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc,+DSL) 0,028 0.028 0.028 0.028 0.028 0.028 0.028 0.029 0.030 0.030 0.030 0.030 0.030 Subtotal 0.150 0.151 0.951 0.152 0.952 0.953 0.953 0.956 0.161 0.166 0.166 0.166 0.166 Tablot Hill 350 Single Family 0.245 0.246 0.248 0.249 0.251 0.252 0.254 0.260 0.275 0.289 0.289 0.289 0.289 Multi Family 0.270 0.272 0.274 0.275 0.277 0,279 0,281 0.287 0,304 0.320 0.320 0.320 0.320 Commercial 0,053 0.053 0.053 0.053 0.053 0.053 0.053 0.053 0.053 0.054 0.055 0.056 0.057 Industrial 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Government 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 Irrigation 0.086 0.086 0.086 0.086 0.086 0.086 0.086 0.086 0.086 0.088 0.090 0.092 0.093 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc.+DSL) 0.148 0.148 0.149 0.150 0,151 0,151 0,152 0.155 0.163 0.170 0.171 0.171 0.172 Subtotal 0.804 0.808 0.812 0.816 0.820 0.823 0.827 0.843 0.884 0.924 0.927 0.931 0.935 Roiling Hills 395 Single Family 0,000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Multi Family 0,076 0.076 0,076 0,076 0.076 0.076 0.076 0.076 0.076 0.076 0.076 0.076 0.076 Commercial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Government 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 Irrigation 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 Wholesale 0,000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc.+DSL) 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 Subtotal 0.102 0.902 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 Rolling Hills 490 Single Family 0.168 0.169 0.171 0,172 0.174 0.175 0.177 0.183 0.198 0.211 0.211 0.211 0.211 Multi Family 0.182 0.184 0.186 0.187 0.189 0.191 0.192 0.199 0.215 0.230 0.230 0.230 0.230 Commercial 0.026 0.026 0.026 0,026 0.026 0.026 0.026 0.026 0.026 0.027 0.027 0.027 0.027 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Government 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 Irrigation 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.057 0.057 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc.+DSL) 0.098 0.099 0.099 0.100 0.101 0.102 0.102 0.105 0.112 0.119 0.119 0.119 0.119 Subtotal 0.533 0.537 0.541 0.544 0.548 0.552 0.556 0.571 0.610 0.645 0.646 0.646 0.647 Rolling Hills 390 Single Family 0.338 0.340 0.342 0.344 0.346 0.348 0.350 0.358 0.378 0.397 0.397 0.397 0.397 Multi Family 0.185 0.186 0.187 0.189 0.190 0.191 0.192 0.196 0.207 0.217 0.217 0,217 0.217 Commercial 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 Industrial 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Government 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.009 0.009 0.009 Irrigation 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.056 0.056 Wholesale 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Other (Misc.+DSL) 0.135 0.136 0.137 0.138 0.138 0.139 0.140 0.142 0.150 0.156 0.156 0.156 0.156 Subtotal 0.737 0.741 0.744 0.748 0.752 0.756 0.760 0.775 0.813 0.848 0.848 0.849 0.849 TOTAL Total Single Family 4.197 4.248 4.298 4.349 4.399 4.452 4.504 4.713 5.206 5.431 5.587 5.744 5.897 Multi Family 2.662 2.694 2.725 2.757 2.788 2.822 2.855 2.987 3.304 3.489 3.622 3.755 3.881 Commercial 2.271 2.329 2.387 2.440 2.492 2.536 2.580 2.754 3.201 3.710 3.949 4.187 4.425 Industrial 0.231 0.237 0.242 0.248 0.254 0.257 0.261 0.276 0.316 0.385 0.420 0.455 0.490 Government 0.253 0.255 0.258 0.260 0.262 0.264 0.267 0.276 0.300 0.316 0.332 0.348 0.364 Irrigation 1.682 1.732 1.782 1.826 1.870 1.906 1.942 2.087 2.442 2.717 2,855 2.993 3.131 Wholesale/Top Users 1.092 1.112 1.133 1.153 1.174 1.194 1.214 1.296 1.378 1,378 1.378 1.378 1.378 Other Misc.+DSL 2.735 2.782 2.829 2.874 2.918 2.960 3.001 3.165 3.553 3.841 4.002 4.164 4.323 Grand Total 15.123 15.390 15.655 15.908 16.158 16.390 16.623 17.555 19.699 21.266 22.145 23.025 23.889 Table W-3 Projected ADD, MDD, and PHD by Pressure Zone Water System Plan Update City of Renton Projected Demand'''5 (mgd) Pressure Zone 2011 2012 2013 2014 2015 2016 2017 2021 2031 2041 2051 2061 2071 VALLEY OPERATIONAL AREA Valley 196 Average Day Demand 2.59 2.62 2.64 2.67 2.70 2.73 2.76 2.87 3.20 3.79 4.08 4.37 4.66 Max Day Demand 4.72 4.77 4.82 4.88 4.93 4.98 5.03 5.25 5.84 6.92 7.45 7.98 8.50 Peak Hour Demand 6.99 7.06 7.14 7.22 7.29 7.37 7.45 7.77 8.64 10.23 11.02 11.81 12.58 Subtotal Average Day Demand 2.59 2.62 2.64 2.67 2.70 2.73 2.76 2.87 3.20 3.79 4.08 4.37 4.66 Max Day Demand 4.72 4.77 4.82 4.88 4.93 4.98 5.03 5.25 5.84 6.92 7.45 7.98 8.50 Peak Hour Demand 6.99 7.06 7.14 7.22 7.29 7.37 7.45 7.77 8.64 10.23 11.02 11.81 12.58 HIGHLANDS 4351KENNYDALE OPERATIONAL AREA Kennvdale 218 Average Day Demand 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Max Day Demand 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 Peak Hour Demand 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 _Kennvdale 320 Average Day Demand 0.59 0.61 0.64 0.67 0.70 0.71 0.73 0.80 0.97 1.14 1.31 1.48 1.65 Max Day Demand 1.07 1.12 1.17 1.22 1.27 1.30 1.33 1.46 1.77 2.08 2.39 2.70 3.01 Peak Hour Demand 1.60 1.67 1.75 1.82 1.90 1.94 1.99 2.18 2.64 3.10 3.56 4.03 4.49 Highlands 435 Average Day Demand 1.05 1.07 1.09 1.10 1.12 1.14 1.16 1.22 1.38 1.38 1.39 1.39 1.40 Max Day Demand 1.92 1.95 1.98 2.01 2.05 2.08 2.11 2.23 2.52 2.53 2.53 2.54 2.55 Peak Hour Demand 2.86 2.91 2.96 3.00 3.05 3.10 3.14 3.33 3.76 3.77 3.78 3.79 3.80 Subtotal Average Day Demand 1.66 1.70 1.75 1.79 1.84 1.87 1.90 2.04 2.37 2.54 2.71 2.89 3.06 Max Day Demand 3.02 3.10 3.19 3.27 3.35 3.41 3.47 3.72 4.32 4.64 4.95 5.27 5.59 Peak Hour Demand 4.51 4.63 4.75 4.87 5.00 5.09 5.18 5.55 6.44 6.91 7.39 7.86 8.34 HIGHLANDS 565 OPERATIONAL AREA Highlands 565 Average Day Demand 2.10 2.15 2.20 2.25 2.29 2.33 2.37 2.54 2.93 2.94 2.95 2.97 2.98 Max Day Demand 3.83 3.93 4.02 4.10 4,18 4.26 4.33 4.64 5.35 5.37 5.39 5.41 5.44 Peak Hour Demand 5.66 5.80 5.93 6.05 6.17 6.28 6.40 6.86 7.89 7.93 7.96 7.99 8.03 Subtotal Average Day Demand 2.10 2.15 2.20 2.25 2.29 2.33 2.37 2.54 2.93 2.94 2.95 2.97 2.98 Max Day Demand 3.83 3.93 4.02 4.10 4.18 4.26 4.33 4.64 5.35 5.37 5.39 5.41 5.44 Peak Hour Demand 5.66 5.80 5.93 6.05 6.17 6.28 6.40 6.86 7.89 7.93 7.96 7.99 8.03 WEST HILL OPERATIONAL AREA West Hill 300 Average Day Demand 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.09 0.09 0.09 0.09 Max Day Demand 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.16 0.16 0.16 0.16 Peak Hour Demand 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.25 0.25 0.26 0.26 0.26 0.26 Earlington 370 Average Day Demand 0.09 0.10 0.10 0.10 0.10 0.10 0.10 0.11 0.12 0.13 0.13 0.13 0.13 Max Day Demand 0.17 0.17 0.18 0.18 0.18 0.18 0.19 0.20 0.22 0.24 0.24 0.24 0.24 Peak Hour Demand 0.28 0.28 0.29 0.29 0.29 0.30 0.30 0.32 0.36 0.39 0.39 0.39 0.39 West Hill 495 Average Day Demand 0.30 0.31 0.32 0.33 0.33 0.34 0.35 0.38 0.42 0.42 0.42 0.42 0.42 Max Day Demand 0.80 0.82 0.85 0.87 0.90 0.92 0.94 1.04 1.14 1.14 1.14 1.14 1.14 Peak Hour Demand 1.30 1.34 1.38 1.42 1.46 1.50 1.53 1.69 1.85 1.86 1.86 1.86 1.86 Subtotal Average Day Demand 0.48 0.49 0.50 0.51 0.51 0.52 0.53 0.57 0.62 0.64 0.64 0.64 0.64 Max Day Demand 1.12 1.15 1.17 1.20 1.23 1.25 1.28 1.38 1.51 1.54 1.54 1.54 1.54 Peak Hour Demand 1.82 1.86 1.91 1.95 1.99 2.04 2.08 2.25 2.46 2.51 2.51 2.51 2.51 ROLLING HILLSITALBOT HILL OPERATIONAL AREA Scenic Hill 370 Average Day Demand 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 Max Day Demand 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.06 0.06 0.06 0.06 Peak Hour Demand 0.06 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 East Talbot Hill 300 Average Day Demand 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.04 Max Day Demand 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.06 0.06 0.06 0.06 0.06 Peak Hour Demand 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.07 0.07 0.08 0.08 0.08 0.08 West Talbot Hill 300 Average Day Demand 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.09 0.09 0.09 0.09 0.09 0.09 Max Day Demand 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.16 0.16 0.17 0.17 0.17 0.17 Peak Hour Demand 0.18 0.18 0.19 0.19 0.19 0.19 0.19 0.19 0.20 0.20 0.20 0.20 0.20 Tablot Hill 350 Average Day Demand 0.44 0.44 0.44 0.45 0.45 0.45 0.45 0.46 0.48 0.51 0.51 0.51 0.51 Max Day Demand 0.80 0.81 0.81 0.82 0.82 0.82 0.83 0.84 0.88 0.92 0.93 0.93 0.93 Peak Hour Demand 0.98 0.99 0.99 1.00 1.00 1.01 1.01 1.03 1.08 1.13 1.14 1.14 1.14 Rolling Hills 395 Average Day Demand 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 Max Day Demand 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 Peak Hour Demand 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 Table W-3 Projected ADD, MDD, and PHD by Pressure Zone Water System Plan Update City of Renton Projected Demand' -s (mgd) Pressure Zone 2011 2012 2013 2014 2015 2016 2017 2021 2031 2041 2051 2061 2071 Rolling Hills 490 Average Day Demand 0.29 0.29 0.30 0.30 0.30 0.30 0.30 0.31 0.33 0.35 0.35 0.35 0.35 Max Day Demand 0.53 0.54 0.54 0.54 0.55 0.55 0.56 0.57 0.61 0.64 0.65 0.65 0.65 Peak Hour Demand 0.65 0.66 0.66 0.67 0.67 0.68 0.68 0.70 0.75 0.79 0.79 0.79 0.79 Rolling Hills 590 Average Day Demand 0.40 0.41 0.41 0.41 0.41 0.41 0.42 0.42 0.45 0.46 0.46 0.46 0.47 Max Day Demand 0.74 0.74 0.74 0.75 0.75 0.76 0.76 0.77 0.81 0.85 0.85 0.85 4,85 Peak Hour Demand 0.90 0.91 0.91 0.92 0.92 0.93 0.93 0.95 1.00 1.04 1.04 1.04 1.04 Subtotal Average Day Demand 1.33 1.34 1.34 1.35 1.36 1.36 1.37 1.40 1.47 1.54 1.54 1.54 1.55 Max Day Demand 2.43 2.44 2.45 2.47 2.48 2.49 2.50 2.56 2.69 2.81 2.81 2.82 2.82 Peak Hour Demand 2.97 2.99 3.00 3.02 3.03 3.05 3.07 3.13 3.29 3.44 3.44 3.45 3.45 TOTAL Grand Total Average Day Demand 8.15 8.29 8.43 8.56 8.70 8.82 8.94 9.43 10.58 11.44 11.93 12.41 12.88 Max Day Demand 15.12 15.39 15.65 15.91 16.16 16.39 16.62 17.55 19.70 21.27 22.15 23.02 23.89 Peak Hour Demand 21.95 22.34 22.74 23.11 23.48 23.83 24.18 25.56 28.72 31.02 32.32 33.63 34.91 Notes: 1. Average Day Demand = Projected ERUs x 171 gpd/ERU + Wholesale Demand + Top Users + Miscellaneous Consumption + Leakage. 2. Wholesale demand projections for Skyway from the Skyway Water and Sewer District Comprehensive Plan - Water and Sewer Systems. 3. Miscellaneous Consumption is estimated to be 0.57 percent of the total system demand. 4. Distribution system leakage is assumed to be 17.8 percent of total system demand. 5. Maximum Day Demand = 1.83 x Average Day Demand (Skyway maximum day to average day peaking factor is from Skyway). 6. Peak Hour Demand/MDD peaking factors are 1.48 (Valley), 1.63 (West Hills), 1.49 (Highlands 435), 1.48 (Highlands 565), 1.22 (Rolling Hills) T (B (V d O O O O Vl 7 N I I N C C co �n m a i m � u � o i rt+ m G o V =V C 0a'oE� N a) p LL 7 cn d a� L'J N Q Q O N t0 O7 T cn O N N O N T CL a N T 0 0 O Lo O Lo O LD O N m N N T T (POW) PUBW80 aa;eM � (B (V O O O O Vl 7 I I ! U �n m � u � o i =V Appendix J STANDARD SPECIFICATIONS & DETAILS City of Renton General Design and Construction Standards for Water Main Extensions The design of all water main extensions of the City of Renton Water System shall conform to the design standards and requirements of the City and of the State of Washington Department of Health's latest Water System Design Manual and standards for Group A Public Water Systems. The construction of all City water system improvements shall comply with the City Development regulations and standards, the latest City adopted version of Washington State Department of Transportation (WSDOT) Standard Specifications for Road, Bridge, and Municipal Construction as amended by APWA and by the City of Renton Public Works Department. GENERAL REQUIREMENTS FOR EXTENSION OF WATER MAINS Fireflow requirements Fireflow requirements shall be as determined by the City of Renton Fire Marshal. A. The City Water Utility will determine the available fireflow using its computer simulated hydraulic model of the City water system. B. The minimum system pressure during fireflow analysis is 20psi at the fire location and 30 psi throughout the rest of the distribution system. New developments or redevelopment of existing sites are required to meet the minimum City fireflow requirements. The developer shall provide information to the City to determine the fireflow requirements for the development or redevelopment. The developer is responsible for the design and installation of all necessary water main improvements to provide the required Fireflow including off-site and on-site water mains. The change of use of existing buildings or areas may also require the installation of the water main improvements. Water main Sizing The diameter of transmission main(s) shall be determined by hydraulic analysis to verify that the main(s) can deliver the required fire flow demand for a proposed development or redevelopment project. The minimum size distribution system line shall not be less than eight (8) inches in diameter and for a looped system. The minimum size distribution system in single family residential areas shall not be less than eight inches (8") in pipe diameter when the main is serving hydrants and domestic water services. Exception to the minimum diameter might be made in short cul-de-sacs and in areas where looping of a water main is not feasible and when no future extension will be required. In these cases the main stubs could be a minimum of four inches (4") in diameter if no fire hydrants are connected. The sizing of dead-end water main without fire hydrants shall provide sufficient flow to the domestic meters and water services. Water mains in multi -family residential and in non-residential areas shall be sized to provide the required fire flow demand and shall not be less than eight inches (8") in pipe diameter. Water main Oversizing If it is determined that it would be to the best interests of the City and the general locality to be benefited thereby to install a larger size main than one then needed or considered by the owners or developers immediately abutting the street, alley or easement in which such a main is to be placed, then the City may at its own discretion, require the installation of such a larger main in which case the City shall pay the difference in cost between the installation cost of the similar main and of the larger main. Any party required to oversize the water mains may request the City Water Utility participate in the cost of the project. Pipeline Velocities In accordance with DOH recommendations, the City of Renton requires that the design of new distribution mains provide for operating velocities less than or equal to eight feet per second (8 ft/sec) under fire flow conditions and other emergency demand conditions, and under peak hour demand. Water main Extension and location All water main extensions within the City of Renton will be extended in a manner in and along routes which comply with the City's comprehensive water system plan. All water main extensions shall extend through and across the full frontage of the properties to be served and shall also be extended through and to the extreme boundaries of the properties being developed or redeveloped. Whenever possible, provisions shall be made for looping all existing and new dead-end mains associated with the proposed development or 2 redevelopment projects. An easement shall be provided to the adjacent property line or right- of-way for looping of a temporary dead-end main. Preferred location for new water mains in City streets, absent conflict with other existing utilities, is as follows: (a) Water mains to be located on the north or east side of the street (b) Water mains with diameter of 10 -inch or less to be located within the paved area of a roadway and 4 feet from the face of the curb line. (c) Water mains with diameter of 12 -inch or larger to be located within the paved area of roadway and 6 feet from the face of curb line. (d) Fittings (horizontal bends and blocking) shall be used when necessary to maintain the uniform offset from the face of the curb line. Pipe deflection may be used on long radius curve (radius of 500 feet) and shall not exceed one-half of the pipe manufacturer's recommended maximum joint deflection. (e) Water mains shall be installed with no less than three (3) feet cover from finish grade for pipe with diameter of 10 -inch or less and with no less than four (4) feet of cover for pipe with diameter 12 -inch or larger. Water mains shall have no more than six (6) feet of cover from finish grade. (f) When water mains are constructed on private properties and within paved areas, the water mains shall be located outside of the parking stalls when possible. (g) Easements are required for all water mains to be located on private properties and shall have a minimum width of fifteen (15) feet. (h) Water mains shall be encased in a steel casing when crossing under improvements where the ability to remove and replace the pipe without disturbance to the improvement is needed. Casings are required when water mains crossings occur under rockeries over 4 feet high, under retaining wall footings, under reinforced earth retaining walls, and under railroad tracks. Casings shall extend a minimum of 5 feet past each edge of the improvements, or a distance equal to the depth of pipe whichever is greater. The carrier pipe shall be supported by casing spacers, where casing length exceeds 10 feet. (i) Building setback requirements 0 10 feet minimum from building and retaining walls to water main • 5 feet minimum from covered parking to water main Clearances from Other Utilities A. All clearances between water mains and other utilities listed below are from outside edge to outside edge if each pipe Utility Horizontal Clearance Vertical Clearance Sanitary 10 feet 18 inches Reclaimed Water 10 feet 18 inches Storm 10 feet 18 inches Gas, Electrical Power, Telephone, Fiber Optics 5 feet 12 inches B. Water services shall have at least 5 feet of horizontal separation from sanitary and storm sewer stubs. C. At points where thrust blocking is required, the minimum clearance between the back of the concrete blocking and other buried utilities and structures shall be 5 feet. D. When water main crosses above or below a sanitary sewer line, one full length of water pipe shall be used with the pipe centered for maximum joint separation, and in accordance with Washington Department of Ecology design criteria. E. Vertical bends and blocking shall be used when joint deflection would exceed one-half of the pipe manufacturer's recommended maximum deflection. F. Pipe joints shall be restrained where slopes are 20% or greater. Joint restraint on slopes shall be Megalug restrainer for mechanical joint fittings and tie/rod retainer clamp assemblies for DI push -on joints, or other methods as approved by the City. Anchor blocks per City Standard details shall be used in conjunction with joint restraint system where slope are 20% or greater. G. A blow -off assembly shall be installed at the end of all dead-end lines 6 -inch or less in diameter. A fire hydrant shall be installed at the end of all dead-end lines 8 -inch or larger in diameter. H. Air/vacuum relief combination valves shall be installed at local high points in the water main. Fire Hydrants 4 The following information is provided as a guideline to be used during the design of water main improvements and extensions. The final number of hydrants and their location shall be determined and approved by the City of Renton Fire Marshal, in accordance with City codes, development regulations and good fire engineering practice and standards. A. All buildings constructed within the City of Renton shall be served by fire hydrants installed in accordance with City's codes and development regulations. B. No building permit shall be issued until required plans have been submitted and approved by the City. C. No construction beyond the foundation shall be allowed until hydrants and mains are in place. D. Existing hydrants that do not conform to current City standard shall be replaced with new conforming hydrants as part of the development and redevelopment projects. E. Buildings, other than single family residences, located with portions of the building more than one hundred and fifty feet (150') in vehicular travel from afire hydrant shall have additional hydrants installed at the owner and/or developer's expense. F. fire hydrants shall be located at intersections of public and private roads. The lateral spacing of hydrants along roadways shall be predicated on hydrants being located at the roadway intersections. G. Single-family residential: The maximum spacing of hydrants in single-family residential areas shall be 600 feet apart. Hydrant coverage shall be no more than 300 feet to any residential dwellings and the distance shall be measured from the hydrant and along a traveled roadway, access road and driveway to the dwellings. H. Multi-family/commercial: The location of the hydrants and the number of hydrants shall be determined by the Fire Marshal. One hydrant will be required per 1,000 gallons per minute of fireflow requirement. The maximum distance between hydrants in multi- family (including duplex), commercial, industrial areas shall be 300 feet. These hydrants shall be located no closer than 50 feet from the structure and no greater than 300 feet. The primary hydrant shall be no further than 150 feet from the structure. Buildings that have a required fireflow of less than 2,500 gallons per minute may have fire hydrants on one side of the building only. J. When the required fireflow for a development or redevelopment project is over 2,500 gallons per minute, on-site fire hydrants will be required and the fire hydrants shall be served by a water main which loops around the building or complex of buildings and reconnects back to a distribution supply main. K. Fire hydrant runs over 50 feet in length must be 8 -inch in diameter and be terminated with a tee, plug and hydrant assembly. Fire hydrant run less than 50 feet in length shall be 5 -inch in diameter. L. The pumper port of the fire hydrant shall face the street or fire access road. A 3 -feet minimum clearance shall be provided around the outside of the hydrant for operation. A 5 -feet minimum clearance shall be provided from the outside of the hydrant to concrete walls, structures, utility poles and above grade electrical enclosures. M. A fire hydrant is required within 50 feet of a fire department connection to a fire sprinkler system. N. Fire hydrants shall be installed in conformance with the latest City standard details and specifications. Water Valving A. Water valves for twelve -inch (12") diameter and smaller water mains shall be resilient seated gate valves. Butterfly valves shall be used when water mains exceed twelve -inch (12") in diameter. B. Water valves shall be installed along the water mains at a maximum spacing of four hundred (400) feet and at the intersection of lateral lines. Additional valving may be required for area isolation. C. At water main intersections, valves shall be placed on 4 out 4 legs at each cross, and 3 out 3 legs at each tee (unless tapping an existing main). Water valves shall be located in clusters when possible. D. A water valve may be required near the end of the water main where future extensions are anticipated. E. Water valves should not be placed within the wheel path of vehicle traffic. Water Service All water service and appurtenances shall be installed in accordance to the City of Renton latest Water Utility standard details and specifications. 1. Domestic Water Service: A. Ownership: The City owns and shall maintain the service line from the tap at the main to the meter, the meter setter, the meter tailpiece, and the meter box. The property owner owns and shall maintain the connection fitting to the meter tailpiece, the service line downstream of the meter tailpiece, and other appurtenances such as pressure reducing valves, backflow prevention assemblies, etc. behind the meter. B. A separate water meter and water service line will be required for each single-family residence, detached accessory dwelling unit, townhome, and commercial building. C. All meters shall be the same size as the tap and service connection. D. The minimum allowable size for a water meter to a single family residence shall be 5/8" x 3/4" with a 3/4" service line from the main to the meter. The developer shall verify that minimum pressure can be maintained when service is flowing at anticipated maximum levels and shall increase the size of the meter and the size of the private water service line as necessary to reduce friction losses and drop in pressure. E. The minimum allowable water service to a single family residence with a residential fire sprinkler system shall be 1" x 1". The developer shall check with the fire sprinkler designer to verify the adequate size for the service line and for the water meter to provide the required flow for domestic use and for the sprinkler system. F. The minimum meter and service line for all commercial and multi -family development is 1" x 1". G. Water services and meters of three inches (3") and larger, including meter vaults, full- size by-pass piping, valves, and associated piping will be purchased and installed by the developer/contractor under City observation. FI. All new mixed -used buildings shall have separate meters for the multi -family portion and the commercial portion of the building. I. The location and size of the meters shall be shown on the project plans. The sizing of water meters and service lines shall be determined by the developer based on the most recent adopted version of the Uniform Plumbing Code. Water meters shall be located in a level unobstructed area as close to the City main as possible with the distance not to exceed fifty (50) feet. J. Meters to single family residences shall be placed in landscape strips, or behind the sidewalk, and within the right-of-way. Meters shall not be installed within driveways. 7 K. Meters to commercial development should be located near driveway entrances within the right-of-way or within public utility easements in landscape areas, and near access d riveways. L. An individual pressure reducing valve assembly (PRV) shall be installed downstream of the water meter in accordance with the City standard details and with the latest edition of the Uniform Plumbing Code when the service connection pressure exceeds 80 psi. 2. Fire Sprinkler Service: A. Fire sprinkler service to all buildings, except for single-family residences, shall be installed by a separate water main connection and service line. B. Fire sprinkler system connections to the City's water system shall be owned and maintained by the property owner, beginning immediately downstream of the gate valve where the system connects to the City's water main. C. A backflow prevention assembly equipped with detector check meter shall be installed on all fire sprinkler lines as required by and in accordance with the latest revisions of WAC 246.290.490 or subsequent revisions, the City of Renton Development Standards and Regulations, the City's Cross -Connection Control Program Manual and the City standard details. D. When the distance from the point of connection to a City water main to the fire sprinkler riser assembly is less than fifty (50) feet, the backflow prevention assembly may be installed as part of the sprinkler riser assembly and be placed within the building riser room that is adjacent to an exterior wall of the building. E. A post indicator valve (PIV) shall be placed at the property line for the fire sprinkler connection between the public water main within the right-of-way and the private fire sprinkler supply line. A PIV shall also be placed behind the backflow prevention assembly for the fire sprinkler system. F. Fire Department Connections (FDC's) shall be placed within fifty (50) feet of a fire hydrant assembly or as directed by the Fire Marshal. G. The fire sprinkler system and supply line shall be designed by a Fire Protection Engineer. Separate plans shall be submitted to the City Fire Marshal for review and permitting. H. Underground fire sprinkler supply lines shall be installed by a Washington State Certified Level "U" contractor in accordance with WAC 212-80-010. 8 3. Landscape Irrigation A separate landscape irrigation meter and service line shall be installed for all multi- family, mixed -used, commercial development where water is used for landscape purposes and will not enter the sanitary sewer system. Backflow Prevention All irrigation systems, fire sprinklers and other water uses which may or will cause the contamination of the potable water supply by backflow, shall be required to install approved backflow prevention assemblies to meet the requirements of WAC 246-290-490 "Cross - Connection Control Regulations in Washington State:, and the recommendations of the PNWS- AWWA Cross Connection Control Manual, latest edition, and the City's Cross -Connection Control Program —Appendix G. Requirements may include premise isolation, point of use protection, or a combination of the two. All new multi -family, mixed -used, and commercial development or redevelopment projects shall have a Reduced Pressure Backflow Assembly at the water meter or as near as possible to the water meter for premise isolation. Premise isolation at the water meter by an approved air gap or a reduced pressure backflow assembly is required for all sites utilizing an auxiliary supply. All backflow prevention assemblies installed shall be on the State of Washington DOH list of approved backflow prevention assemblies, most recent edition at the time of installation. Satisfactory testing shall be completed upon the installation, repair, or relocation of all backflow assemblies, and annually thereafter. A complete test report must be submitted to the Water Utility or Plumbing Inspector prior to final acceptance. Connections to Existing System A. Connections to existing mains including the installation of in-line valve(s) shall be done by a cut -in tee and valve(s) unless otherwise approved by the City Water Utility. B. When authorized by the City Water Utility, water mains shall be tapped by a City - approved "wet -tap" contractor and under the City's observation. Materials for tapping tee and valves are described in the following section for Material Requirements and Construction Standards for Water main Pipes and Appurtenances. C. Size on size tapping tees are not allowed, unless a shell cutter, one size smaller than the existing water man is used. Z D. Connections to existing mains smaller than 8 -inch in diameter shall be made by cutting in a tee, unless otherwise approved by the City Water Utility. Easements for Public Water Main Improvement and Extension A public water utility easement to the City is required for the installation, operation, and maintenance of water mains on private property. The easement shall extend a minimum of seven and one-half (7.5) feet to each side of the centerline of the main, water meters, hydrants. The easement shall be provided on City's standard easement form. Legal description of the easement along with a sketch of the easement shall be stamped and signed by a licensed land surveyor and incorporated in the easement form as exhibits. Material Requirements and Construction Standards for Water main Pipes and Appurtenances Specifications for City approved materials of water main pipes, fittings and related appurtenances and for the construction of water main improvements are shown in the attached City's Special Provisions and Amendments to the latest adopted version of WSDOT Standards Plans for Road, Bridge and Municipal Construction and Water Utility Standard Details. It is the responsibility of the owner, designer, developer, contractor to verify with the City of Renton regarding the latest update and revisions to these standards and details before the preparation and submittal of the project development plans. 10 PREFACE FOR THE CITY OF RENTON CONSTRUCTION STANDARDS FOR WATER MAIN IMPROVEMENTS All utility, grading, street and other civil construction within the City Renton shall abide and fully comply with the following standards: A. City's General Standards applicable to Developer Extensions of City Utility System per Renton Municipal Code (RMC) 4-6, and with the City's Trench Restoration and Street Overlay Requirements. B. Washington State Department of Transportation (WSDOT) Standard Plans for Road and Bridge Construction as amended and supplemented by the City of Renton Standard Details, and the (2010) or latest adopted version of WSDOT Standard Specifications for Road and Bridge Construction as amended and supplemented by the City of Renton Standard Specifications contained herein. All reference to pay items are not applicable C. Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways, current edition D. American Water Works Association Standards (AWWA), current edition. E. These standards are to be used in addition to the information supplied on the approved plans. 11 7-09 PIPE AND FITTINGS FOR WATER MAINS 7-09.3(15)A Ductile Iron Pipe The first paragraph of Section 7-09.3(15)A is revised as follows: Long radius (500 feet or more) curves, either horizontal or vertical, may be laid with standard pipe by deflecting the joints. if the pipe is shown curved in the Plans and no special fittings are shown, the Contractor can assume that the curves can be made by deflecting the joints with standard lengths of pipe. If shorter lengths are required, the Plans will indicate maximum lengths that can be used. The amount of deflection at each pipe joint when pipe is laid on a horizontal or vertical curve shall not exceed one half of the manufacturer's printed recommended deflections. 7-09.3(15)B Polyvinyl Chloride (PVC) Pipe (4 inches and Over) Section 7-09.3(15)B is supplemented as follows: Polyvinyl Chloride (PVC) Pipe shall not be used for water mains and appurtenances. 7-09.3(17) Laying Ductile Iron Pipe and Fittings with Polyethylene Encasement The title and text of section 7-09.3(17) has been revised as follows: The Contractor shall lay ductile iron pipe with a polyethylene encasement. Pipe and polyethylene encasement shall be installed in accordance with AWWA C105. The polyethylene encasement shall also be installed on all appurtenances, such as pipe laterals, couplings, fittings, and valves, with 8 -mil polyethylene plastic in accordance with Section 4-5 of ANSI 21.5 or AW WA C 105. The polyethylene wrap shall be tube type and black color. Any damage that occurs to the wrap shall be repaired in accordance with ANSIIAWWA C105/A21.5-93. Installation of the polyethylene encasement shall be considered incidental to the installation of the pipe and no additional payment shall be allowed. 7-09.3(19)A Connections to Existing Mains Section 7-09.3(19)A is revised and supplemented as follows: (******) The Contractor may be required to perform the connection during times other than normal working hours. The Contractor shall not operate any valves on the existing system. Water system personnel will operate all valves on the existing system for the Contractor when required. No Work shall be performed on the connections unless a representative of the water department is present to inspect the Work. When not stated otherwise in the special provisions or on the plans, all connections to existing water mains will be done by City forces as provided below: City Installed Connections: Connections to existing piping and tie-ins are indicated on the drawings. The Contractor must verify all existing piping, dimensions, and elevations to assure proper fit. Connections to the existing water main shall not be made without first making the necessary arrangements with the Engineer in advance. A two-week advance notice shall be required for each connection which requires a cutting of the existing water mains or a shut -down of the existing water mains. The City reserves the right to re -schedule the connection if the Work area is not ready at the scheduled time for the connection. Work shall not be started until all the materials, equipment and labor necessary to properly complete the 12 Work are assembled on site. The Contractor shall provide all saw -cutting, removal and disposal of existing surface improvements, excavation, haul and disposal of unsuitable materials, shoring, de -watering, foundation material, at the connection areas before the scheduled time for the connection by the City. The Contractor shall provide all materials necessary to install all connections as indicated on the construction plans, including but not limited to the required fittings, couplings, pipe spools, shackle materials to complete the connections. The Contractor shall provide and install concrete blocking, polywrap the piping at the connections, backfill and surface restoration at the locations shown on the plans for the connections to the existing water mains. The City will cut the existing main and assemble all materials. 7-49.3(21) Concrete Thrust Blocking and Dead -Man Black Section 7-093(21) has been supplemented by adding the following: Provide concrete blocking at all hydrants, fittings and horizontal or vertical angle points. Conform to the City of Renton Standard Details for general blocking, and vertical blocks herein. All fittings to be blocked shall be wrapped with 8 -mil polyethylene plastic. Concrete blocking shall be properly formed with plywood or other acceptable forming materials and shall not be poured around joints_ The forms shall be stripped prior to backfilling. Joint restraint (shackle rods), where required, shall be installed in accordance with Section 7-11.3(15). Provide concrete dead -man blocks at locations shown on the plans. The dead -man block shall include reinforcing steels, shackle rods, installation and removal of formwork. Blocking shall be commercial concrete (hand -mixed concrete is not allowed) and poured in place. 7-09.3(23) Hydrostatic Pressure Test Section 7-09.3(23) is supplemented and revised as follows: {******) A hydrant meter and a backflow prevention device will be used when drawing water from the City system. These may be obtained from the City by completing the required forms and making the required security deposits. There will be a charge for the water used. Before applying the specified test pressure, air shall be expelled completely from the pipe, valves and hydrants. if permanent air vents are not located at all high points, the contractor shall install corporation cocks at such points so that the air can be expelled as the line is filled with water. After all the air has been expelled, the corporation cocks shall be closed and the test pressure applied. At the conclusion of the pressure test, the corporation cocks shall be removed and plugged. The quantity of water required to restore the pressure shall be accurately determined by either 1) pumping from an open container of suitable size such that accurate volume measurements can be made by the Owner or, 2) by pumping through a positive displacement water meter with a sweep unit hand registering 1 gallon per revolution. The meter shall be approved by the Engineer. Acceptability of the test will be determined by two factors, as follows: 1. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in the following table. 2. The loss in pressure shall not exceed 5 psi during the 2 hour test period. All water used to perform hydrostatic pressure shall be charged a usage fee. Allowable leakage per 1000 ft. of pipeline* in GPH 13 *If the pipeline under test contains sections of various diameters, the allowable leakage will be the sum of the computed leakage for each size. For those diameters or pressures not listed, the formula below shall be used: The quantity of water lost from the main shall not exceed the number of gallons per hour as determined by the formula L=N P 7400 in which: L - Allowable leakage, gallons/hour N = No_ of joints in the length of pipeline tested D = Nominal diameter of the pipe in inches P = Average test pressure during the leakage test, psi The paragraph stating that "There shall not be an appreciable or abrupt loss in pressure during the 15 minute testep riod." Is deleted. 7-09.3(24)A Flushing and "Poly -pigging" Section 7-09.3(24)A shall be revised and supplemented as follows: Sections of pipe to be disinfected shall first be poly -pigged to remove any solids or contaminated material that may have become lodged in the pipe. If the main cannot be "poly -pigged", then a tap shall be provided large enough to develop a velocity of at least 2.5 fps in the main. The "Poly -pig" shall be equal to Girard Industries Aqua -Swab -AS, 2lb/cu-ft density foam with 90A durometer urethane rubber coating on the rear of the "Poly -pig" only. The "Poly -pig" shall be cylinder shaped with bullet nose or squared end. The paragraph stating: "Where dry calcium hypochlorite is used for disinfection of the pipe, flushing shall be done after disinfection." is deleted. Dechlorination of all water used for disinfection shall be accomplished in accordance with the City of Renton Standard Details. Water containing chlorine residual in excess of that carried in the existing water system, shall not be disposed into the storm drainage system or any water way. 7-09.3(24)D Dry Calcium Hypochlorite Section 7-09.3(24)D has been replaced with: Dry calcium hypochlorite shall not be placed in the pipe as laid. 14 Nominal Pipe Diameter in inches PSI 6" 8" 10" 12" 16" 20" 24" 450 0.95 1.27 1.59 1.91 2.55 3.18 3.82 400 0.90 1.20 1.50 1.80 2.40 3.00 3.60 350 0.84 1.12 1.40 1.69 2.25 2.81 3.37 275 0.75 1.00 1.24 1.49 1.99 2.49 2.99 250 0.71 0.95 1.19 1.42 1.90 2.37 2.85 225 0.68 090 1.13 1.35 1.80 2.25 2.70 200 0.64 0.85 1.06 128 1.70 2.12 2.55 *If the pipeline under test contains sections of various diameters, the allowable leakage will be the sum of the computed leakage for each size. For those diameters or pressures not listed, the formula below shall be used: The quantity of water lost from the main shall not exceed the number of gallons per hour as determined by the formula L=N P 7400 in which: L - Allowable leakage, gallons/hour N = No_ of joints in the length of pipeline tested D = Nominal diameter of the pipe in inches P = Average test pressure during the leakage test, psi The paragraph stating that "There shall not be an appreciable or abrupt loss in pressure during the 15 minute testep riod." Is deleted. 7-09.3(24)A Flushing and "Poly -pigging" Section 7-09.3(24)A shall be revised and supplemented as follows: Sections of pipe to be disinfected shall first be poly -pigged to remove any solids or contaminated material that may have become lodged in the pipe. If the main cannot be "poly -pigged", then a tap shall be provided large enough to develop a velocity of at least 2.5 fps in the main. The "Poly -pig" shall be equal to Girard Industries Aqua -Swab -AS, 2lb/cu-ft density foam with 90A durometer urethane rubber coating on the rear of the "Poly -pig" only. The "Poly -pig" shall be cylinder shaped with bullet nose or squared end. The paragraph stating: "Where dry calcium hypochlorite is used for disinfection of the pipe, flushing shall be done after disinfection." is deleted. Dechlorination of all water used for disinfection shall be accomplished in accordance with the City of Renton Standard Details. Water containing chlorine residual in excess of that carried in the existing water system, shall not be disposed into the storm drainage system or any water way. 7-09.3(24)D Dry Calcium Hypochlorite Section 7-09.3(24)D has been replaced with: Dry calcium hypochlorite shall not be placed in the pipe as laid. 14 7-09.3(24)K Retention Period Section 7-09.3(24)K has been revised as follows: Treated water shall be retained in the pipe at least 24 hours but no longer than 48 hours. Aber this period, the chlorine residual at pipe extremities and at other representative points shall be at least 25 mg/l. 7-09.3(24)N Final Flushing and Testing Section 7-09.3(24)N has been revised as follows: Before placing the lines into service, a satisfactory report shall be received from the local or State health department or an approved testing lab on samples collected from representative points in the new system. Samples will be collected and bacteriological tests obtained by the Engineer. 7-09.3(25) Joint Restraint Systems Section 7-09.3(25) is a new additional section: General: Where shown on the plans or in the specifications or required by the Engineer, joint restraint system (shackle rods) shall be used. All joint restraint materials used shall be those manufactured by Star National Products, 1323 Holly Avenue, PO Box 258, Columbus Ohio 43216, unless an equal alternate is approved in writing by the Engineer. Materials: Steel types used shall be: High strength low -alloy steel (cor-ten), ASTM A242, heat-treated, superstar "SST" series. High strength low -alloy steel (cor-ten), ASTM A242, superstar "SS" series. Items to be galvanized are to meet the following requirements: ASTM A153 for galvanizing iron and steel hardware. ASTM A123 for galvanizing rolled, pressed and forged steel shapes. Joint restrainer system components: Tiebolt: ASTM A242, type 2, zinc plated or hot -dip galvanized. SST 7:518" for 2" and 3" mechanical joints, 314" for 4" to 12" mechanical joints, ASTM A325, type 3D, except tensile strength of full- body threaded section shall be increased to 40,000 lbs. minimum for 518" and 60,000 lbs. minimum for 314" by heat treating (quenching and tempering) to manufacturer's reheat and hardness specifications_ SST 753: 314" for 14" to 24" mechanical joints. same ASTM specification as SST 7. SST 77: 314" same as SST 7, except 1" eye for 718" rod. same ASTM specification as SST 7. Tienut: heavy hex nut for each tiebolt: SS8: 518" and 314", ASTM A563, grade C3, or zinc plated. S8: 518" and 314", ASTM A563, grade A, zinc plated or hot -dip galvanized_ Tiecoupling: used to extend continuous threaded rods and are provided with a center stop to aid installation, zinc plated or hot -dip galvanized. SS 10: for 5/8" and 3/4" tierods, ASTM A563, grade C3. Sl 0: for 5/8" and 314" tierods, ASTM A563, grade A. Tierod: continuous threaded rod for cutting to desired lengths, zinc plated or hot -dip galvanized. SS12: 518" and 314" diameter, ASTM A242, type 2; ANSI B1.I. S12: 518" and 314" diameter, ASTM A36, A307. 15 Tiewasher: round flat washers, zinc plated or hot -dip galvanized. SS17: ASTM A242, F436. S17: ANSI B 18.22.1. Installation: Install the joint restraint system in accordance with the manufacturer's instructions so all joints are mechanically locked together to prevent joint separation. Tiebolts shall be installed to pull against the mechanical joint body and not the MJ follower. Torque nuts at 75-90 foot pounds for 3/4" nuts. Install tiecouplings with both rods threaded equal distance into tiecouplings. Arrange tierods symmetrically around the pipe. Pipe Diameter Number of 3/4" Tie Rods Required 4" ............................................. 2 6" ...- ........................................ 2 81, ............................................. 3 10" ............................................ 4 12" ............................................ 6 14" ............................................ 8 16" .................................. I.....I— 8 18" ............................................ 8 20" ............................................10 2411 ............................................14 30" ............................................ (16-7/8"rods) 36" ............................................ (24-7/8"rods) Where a manufacturer's mechanical joint valve or fitting is supplied with slots for "T" bolts instead of holes, a flanged valve with a flange by mechanical joint adapter shall be used instead, so as to provide adequate space for locating the tiebolts. Where a continuous run of pipe is required to be restrained, no run of restrained pipe shall be greater than 60 feet in length between fittings. Insert long body solid sleeves as required on longer runs to keep tierod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts shall be installed as rod guides at each joint. Where poly wrapping is required all tiebolts, tienuts, tiecouplings, tierods, and tiewashers, shall be galvanized. All disturbed sections will be painted, to the Inspector's satisfaction, with koppers bitomastic no. 300-m, or approved equal. Where poly wrapping is not required all tiebolts, tienuts, tiecouplings, tierods and tiewashers may be galvanized as specified in the preceding paragraph or plain and painted in the entirety with koppers bitumastic no. 800-m, or approved equal. Tiebolts, tienuts, tiecouplings, tierods, and tiewashers shall be considered incidental to installation of the pipe and no additional payment shall be made. 7-09.4 Measurement Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-09.4 is revised as follows: Measurement of bank run gravel for trench backfill will be by the cubic yard measured by the calculation of neat lines based on maximum trench width per Section 2-09.4 or by the ton, in accordance with Section 1-09. 16 Measurement for payment of concrete thrust blocking and dead -man blocks will be per cubic -yard when these items are included as separate pay items_ If not included as separate pay items in the contract, then thrust blocking and dead -man blocks shall be considered incidental to the installation of the water main and no further compensation shall be made. Measurement for payment for connections to existing water mains will be per each for each connection to existing water main(s) as shown on the Plans. 7-09.5 Payment Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-09.5 is revised and supplemented as follows: "Furnish and Install Ductile Iron Water Main & Fittings", per lineal foot. The unit contract price per linear foot for each size and kind of "Furnish and Install Ductile Iron Water Main & Fittings" shall be full pay for the bid item as described in Section 1-09.14. "Concrete Thrust Blocking and Dead -Man Anchor Blocks", per cubic yard. The unit contract price per cubic yard for "Concrete Concrete Thrust Blocking and Dead -Man Anchor Blocks " shall be full pay for the bid item as described in Section 1-09.14. "Connection to Existing Water Mains", per each. The unit contract price per each for "Connection to Existing Water Mains" shall be full pay for the bid item as described in Section 1-09.14. "Select Imported Trench Backfill", per cubic yard or ton. The unit contract price per cubic yard or ton for "Select Imported Trench Backfill" shall be full pay for the bid item as described in Section 1-09.14. "Removal and Replacement of Unsuitable Foundation Material", per ton or cubic yard. The unit contract price per cubic yard or ton for "Removal and Replacement of Unsuitable Foundation Material" shall be full pay for the bid item as described in Section 1-09.14. 7-12 VALVES FOR WATER MAINS 7-12.3(1) Installation of Valve Marker Post Section 7-12.3(1) has been revised as follows: Where required, a valve marker post shall be furnished and installed with each valve. Valve marker posts shall be placed at the edge of the right-of-way opposite the valve and be set with 18 inches of the post exposed above grade. The rest of this section is deleted 7-12,3(2) Adjust Existing Valve Box to Grade Section 7-12.3(2) is a new section: Valve boxes shall be adjusted to grade in the same manner as for manholes, as detailed in Section 7- 17 05.3(1) of the City of Renton Standard Details. Valve box adjustments shall include, but not be limited to, the locations shown on the Plans. Existing roadway valve boxes shall be adjusted to conform to final finished grades. The final installation shall be made in accordance with the applicable portions of Section 7-12. In the event that the existing valve box is plugged or blocked with debris, the Contractor shall use whatever means necessary to remove such debris, leaving the valve installation in a fully operable condition. The valve box shall be set to an elevation tolerance of one-fourth inch (114") to one-half inch (112") below finished grade. 7-12.4 Measurement Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-12.4 is supplemented by adding the following: Adjustment of existing valve boxes to grade shall be measured per each, if included as a separate pay item in the Contract; if not a separate pay item but required to complete the Work, then value box adjustment shall be considered incidental. Hydrant auxiliary gate valve will be included in the measurement for hydrant assembly and will not be included in this measurement item. 7-12.5 Payment Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-12.5 is replaced with the following: "Furnish and Install -inch Gate Valve Assembly", per each. The unit contract price per each for "Furnish and Install -Inch Gate Valve Assembly" shall be full pay for the bid item as described in Section 1-09.14. "Air-Release/Air-Vacuum Valve Assembly," per each. The unit contract price per for air-release/air-vacuum valve assembly shall be for all, labor, equipment and material to complete the installation of the assembly including but not limited to, excavating, tapping the main, laying and jointing the pipe and fittings and appurtenances, backfilling, testing, flushing, and disinfection, meter box and cover, at location shown on the plans, and per the City of Renton Standard Details, latest revision. "Adjust Existing Valve Box to Grade (RC)," per each. The contract bid price for "Adjust Existing Valve Box to Grade" above shall be full compensation for all labor, material, tools and equipment necessary to satisfactorily complete the Work as defined in the Contract Documents, including all incidental Work. If not included as a separate pay item in the Contract, but required to complete other Work in the Contract, then adjustment of valve boxes shall be considered incidental to other items of Work and no further compensation shall be made. 18 7-14 HYDRANTS 7-14.3(1) Setting Hydrants Paragraph four and five of Section 7-14.3(1) is revised and the section is supplemented as follows: After all installation and testing is complete, the exposed portion of the hydrant shall be painted with two field coats. The type and color of paint will be designated by the Engineer. Any hydrant not in service shall be identified by covering with a burlap or plastic bag approved by the Engineer. Hydrants shall be installed in accordance with AWWA specifications 0600-93, Sections 3.7 and 3.8.1 and the City of Renton Standard Details. Hydrant and guard posts shall be painted in accordance with the standard details. Upon completion of the project, all fire hydrants shall be painted to the City of Renton specifications and guard posts painted with two coats of preservative paint NO. 43-655 Safety Yellow or approved equal_ Fire hydrants shall be of such length as to be suitable for installation with connections to 6", 8" AND 10" piping in trenches 3 - 112 feet deep unless otherwise specified. The hydrant shall be designed for a 4-1/2 foot burial where 12" and larger pipe is shown unless otherwise noted on the plan. Fire hydrant assembly shall include: cast-iron or ductile iron tee (MJ x FL), 6" gate valve (FL x MJ), 6" DI spool (PE x PE), 5-1/4" MVO fire hydrant (MJ connection), 4" x 5" Stortz adapter, cast iron valve box and cover, 314" shackle rods and accessories, concrete blocks and two concrete guard posts (only if hydrants are outside of right-of-way). Joint restraint (Shackle Rods) shall be installed in accordance with Section 7-11.3(15). 7-14.3(3) Resetting Existing Hydrants Section 7-14.3(3) is supplemented by adding the following: All hydrants shall be rebuilt to the approval of the City (or replaced with a new hydrant). All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same type. 7-14.3(4) Moving Existing Hydrants Section 7-14.3(4) is supplemented by adding the following: All hydrants shall be rebuilt to the approval of the City (or replaced with a new hydrant). All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same type. 7-14.5 Payment Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-14.5 is revised as follows: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal: "Furnish and Install Hydrant Assembly", per each. The unit contract price per each for " Furnish and Install Hydrant Assembly", shall be full pay for the bid item as described in Section 1-09.14. "Resetting Existing Hydrants", per each. The unit contract price per each for "Resetting Existing Hydrant" shall be full pay for all Work to reset the 19 existing hydrant, including rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made. Guard posts, shown on the Plans shall be incidental to the contract. "Moving Existing Hydrants", per each. The unit contract price per each for "Moving Existing Hydrant" shall be full pay for all Work to move the existing hydrant, including new tee, rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made. Guard posts, shown on the Plans shall be incidental to the contract. 7-15 SERVICE CONECTIONS 7-15.3 Construction Details Section 7-15.3 is supplemented as follows: Pipe materials used to extend or replace existing water service lines shall be copper. Where installation is in existing paved streets, the service lines shall be installed by a trenchless percussion and impact method (hoe -hogging). If the trenchless percussion and impact method fails, regular open trench methods may be used. 7-15.5 Payment Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-15.5 is revised as follows: Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Furnish and Install In. Water Service Connection", per each. The unit contract price per each for " Furnish and Install In. Water Service Connection", shall be full pay for the bid item as described in Section 1-09.14. 20 9-30 WATER DISTRIBUTION MATERIALS 9-30.1(1) Ductile Iron Pipe (RC) Section 9-30.1(1) is revised as follows: Ductile iron pipe shall be centrifugally cast and meet the requirements of AWWA C151. Ductile iron pipe shall have a cement -mortar lining meeting the requirements of AWWA C104. All other ductile iron pipe shall be Standard Thickness Class 52 or the thickness class as shown in the Plans. 9-30.3(1) Gate Valves (3 inches to 12 inches) Section 9-30.3(1) is replaced with: Valves shall be designed for a minimum water operating pressure of 200 PSI. Gate valves shall be Iowa List 14, Mueller Company No. A2380, Kennedy, or M&H. Approval of valves other than models specified shall be obtained prior to bid opening_ All gate valves less than 12" in diameter shall include an 8" x 24" cast iron gate valve box and extensions, as required. Gate valves shall conform to AWWA C500 and shall be iron body, bronze -mounted, double disc with bronze wedging device and O-ring stuffing box.. Resilient Seated Gate Valves: Resilient seated gate valves shall be manufactured to meet or exceed the requirements of AWWA Standard C509 latest revisions. All external and internal ferrous metal surfaces of the gate valve shall be coated for corrosion protection with fusion bonded epoxy. The epoxy coating shall be factory applied to all valve parts prior to valve assembly and shall meet or exceed the requirements of AWWA Standard C-550 latest revision. Valves shall be provided with two (2) internal O-ring stems seals. The valves shall he equipped with one (1) anti -friction washer. The resilient gate valve shall have rubber sealing surfaces to permit bi-directional flow. The stem shall be independent of the stem nut or integrally cast. Manufacturers of Resilient Seated Gate Valves shall provide the City on request that the valve materials meet the City specifications. Valves shall be designed for a minimum water operating pressure of 200 psi. End connections shall be mechanical joints, flanged joints or mechanical by flanged joints as shown on the project plans. Resilient Seated Gate Valves shall be U.S. Metroseal 250, Clow, M&H Style 3067, Mueller Series 2370, Kennedy. Approval of valves other than model spccified shall be obtained prior to bid opening. All gate valves less than 12 inches in diameter shall include an 8"x24" cast iron gate valve box and extensions, as required. All 12 inch diameter and larger resilient seated gate valves shall have a I inch by-pass assembly and shall be installed in a concrete vault per City of Renton Standard Details, latest revision. 9-30.3(3) Butterfly Valves Section 9-30.3(3) is supplemented by adding the following: 21 Butterfly valves shall be Dresser 450 or Pratt Groundhog. 9-30.3(5) Valve Marker Posts Section 9-30.3(5) has been deleted and replaced with the following: The valve markers shall be fabricated and installed in conformance with the Standard Drawings. Valve markers shall be carsonite composite utility marker .375"x C-0" or approved equal with blue label "water." 9-30.3(7) Combination Air Release/Air Vacuum Valves Section 9-30.3(7) has been supplemented as follows: Air and vacuum release valves shall be APCO- Valve and Primer Corp, "Heavy -Duty," combination air release valve, or equal. Installation shall be per the City of Renton Standard Details, latest revision. Piping and fitting shall be copper or brass. Location of the air release valve as show on the plans is approximate. The installation shall be set at the high point of the line. 9-30.3(8) Tapping Sleeve and Valve Assembly Section 9-30.3(8) is revised as follows: Tapping sleeves shall be cast iron, ductile iron epoxy -coated steel, or other approved material. 9-30.3(9) Blow -Off Assembly Section 9-30.3(9) is a new section: Permanent blow -off assembly shall be #78 Kupferle Foundry Co. or approved equal. Installation of blow -off permanent blow -off assembly shall be per City of Renton Standard Details, latest revision. Pipe and fittings shall be galvanized. Blow -off assembly shall be installed at location(s) shown on the plans. Temporary blow -off assembly on new dead-end water main shall be installed at location shown on the plans. Temporary blow -off assemblies for testing and flushing of the new water mains will not be included under this item and shall be considered incidental to the contract and no additional payment shall be made. 22 9-30.5 Hydrants Section 9-30.5 is supplemented by adding the following: Fire hydrants shall be Iowa, Corey Type (opening with the pressure) or approved equal conforming to AWWA C-502-85. Approval must be obtained prior to bid opening. Compression type fire hydrants (opening against pressure) shall be Clow Medallion, M&H 929, Mueller Super Centurion 200, conforming to AWWA C-502-85. 9-30.5(1) End Connections (RC) Section 9-30.5(1) is supplemented by adding the following: Hydrants shall be constructed with mechanical joint connection unless otherwise specified in bid proposal description. 9-30.5(2) Hydrant Dimensions Section 9-30.5(2) is replaced with the following: Fire hydrants shall be Coreytype (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (MM.O.) of 5 1/4 inches, two 2 1/2 inch hose nozzles with National Standard Threads 7 1/2 threads per inch and one 4 inch pumper nozzles with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads, outside diameter of male tread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4" pentagon operating nut opened by turning counter clockwise (left). The two 2-1/2" hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. The 4" pumper nozzle shall be fitted with a Stortz adapter, 4" Seattle Thread x 5" Stortz. Stortz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and 2 set screws 180 degrees apart. Stortz face to be metal, no gasket to weather. Stortz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8" coated stainless steel aircraft cable. Fire hydrants shall be installed per City of Renton Standard Details for fire hydrants, latest revisions. 9-30.6(3)B Polyethylene Pipe Section 9-30.6(3)B has been modified as follows: Polyethylene pipe shall not be used. 23 9-30.6(4) Service Fittings Section 9-30.6(4) has been revised as follows: Fittings used for copper tubing shall be compression type with gripper ring. 9-30.6(5) Meter Setters Section 9-30.6(5) has been supplemented as follows: Meter setters shall be installed per the City of Renton Standard Details for water meters, latest revision. SECTION 10 REMOVAL OF UTILITY LOCATE MARKINGS FROM SIDEWALKS REQUIRED The permittee will be required to remove utility locate marks on sidewalks only within the Downtown Core Area. The permittee shall remove the utility locate marks within 14 days of job completion. 24 Water Standard Details Index 300.0 -Water Plan General Notes 300.1- Connection to Water Main with Tapping Tee & Valve 300.2 - Connection to Water Main Cut In -Line & One Valve 300.3 - Connection to Water Main In -Line Tee & Two Valves 300.4 - Connection to Water Main In -Line Tee & Three Valves 300.5 - Connection to Water Main Existing Tee or End Line Cap 300.6 - Poly Pig Station for Cleaning of Water Mains 310.1- Fire Hydrant Assembly 310.3 - Hydrant Marker Layout 320.1- %." and 1" water Service 320.2 -1 %" and 2" Water Service Located in Planting Strip 320.3 - 2" and 1 %" Water Service Located in Right of Way Behind Sidewalk 320.4 - 3", 4", & 6" Compound Domestic Water Meter Assembly 330.1- Valve Box, Marker & Operating Nut Extension 330.2 - Concrete Blocking for Horizontal and Downward Vertical Bends 330.3 - Concrete Blocking for Vertical Fittings 330.5 - Shackle Rods and Tie Bolts 340.1- 2" Blow -Off Permanent Assembly 340.2 - 2" Blow -Off Temporary Assembly 340.3 - 1" Air & Vacuum Release Assembly 340.4 - 2" air & Vacuum Release Assembly 340.5 - %" & 1" Individual Pressure Reducing Valve Assembly 340.6 -Pressure reducing Station In -Vault Standard 340.7 - Pressure Reducing Station In -Vault with In -Line Valve 340.8 - %" to 2" Double Check Valve Assembly for Irrigation or Residential Fire Sprinkler 350.2 - Reduced Pressure Backflow Assembly in Hot Box 360.1-4" DDCV Assembly with Standpipe Outside Connection 360.2 - 6", 8 & 10" Double Detector Check Assembly with Standpipe Outside Installation 360.3 - 4" DDCV Assembly without Standpipe Outside Installation 360.4 - 6 8", & 10" Double Detector Check Assembly without Standpipe Outside Installation 360.5 - Inside Building Install for 3" and Larger Detector Double Check Valve Assembly WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA CS10/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF SO -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRNEWAYS, AND 85 PERCENT MOD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD, 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT/ BLOCKING FOR TESTING AND PURIfYACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITYTESI NG. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFYTHE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. rS�z�. S'I'D. PLAN - 300.0 � PUBLIC WORKS WATER PLAN GENERAL NOTES DEPARTMENT ,V MARCH 2010 n c� z r= X W TFST-NG ')ETAI _ TAPPING TEE (MJxFL) TAPPING GATE VALVE (FL XMJ) TEMPORARY PLUG (MJ) WITH 2 --INCH AND 2 -INCH BLOW -OFF ASSEMBLY CONCRETE BLOCKING w z w 3 L) JEW D.I. WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING 1-3LIND FLANGE ON IUP WITH 2" TAP AND 2" PLUG TAP 1 -BLIND FLANGE ON BOTTOM 1 - PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF TEMPORARY BLOCK FINAL CONNECTION DETAIL hL 44— E O NE FW D.I. WATER LIN (AFTER ALL CLEANING BY POLYPIO, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY-COATED STEEL. BOLTS AND NUTS SHAL BE CDR -TEN. ALI TEES AND VALVES SHALL BE WATER TESTED BEFORE 1AP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALT. OF AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3, NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4, WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. b. CITY FORCES WILL PERFORM THE HNAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. t n + CONNECTION TO WATER MAIN WITH '" �' �'+' TAPPING TEE & VALVE STD. PLAN -- 300.1 \Wi('i ! 2101D EXISTING WAI-LR LINE TESTING DETAIL mi PLAN VIEW ". 'ICAL CROSS(MJxFLj FOR POLYPIGGING ONE HLIND FLANGE ON TOP WITH 27AP & 2"PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY GLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE (FLxFL) W/ CONC. BLOCK 1- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS 1- PLUG (MJ) W/2 -FAP & TEMP. BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL EXISTING WATER LINE I'I13AC 1h�U�tf� 1)1 PAI�'[T.IIN'1' AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES CONNECTION TO WATER MAIN CUT IN-LINE TEE & ONE VALVE STD. PLAN - 300.2 MARCH '?010 EXISTi%� WATER LINE I TESTING DETAIL 1 PLAN VILW EXISTING WATER LINE - I FINAL CUNNECTIGN DETAIL EXISTING WATER LINE LINE VERTICAL CROSSCM„IxFL) FUR PULYf'IGGING ONE BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUL ONE BLIND FLANGE ON BOTTOM ONE CMJ? PLUG WITH 2' TAP & 2' TEMPORARY BLOW -LIEF TEMPORARY BLOCK COUPLINGS J -OFF AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP, BLOCK & BLOW -OFF & CONNECT WITH SLEEVE CMJ) & D,L SPOOLS FINAL CONNECTION BY CITY FORCES G~�Y o STD. PLAN - 300.3 �� :; CONNECTION TO WATER MAIN CUT IN-LINE TEE & TWO VALVES 1 EXISTING WATER LINE TT STING DETAIL PLAN VIEW EXISTING WATER LINE FINAL CONNECTION DETAIL mi -XISTING WATER LINE LINE VERTICAL CROSS(M.JxFL) FDR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLHW-CFF TEMPORARY BLOCK COUPLINGS d -OFF ALL TESTING, CLEANING BY PDLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CDNNECT WITH SLEEVE (MJ) & Dl SPOOLS FINAL CDNNECTION BY CITY FORCES PI HIR" CONNECTION TO WATER MAIN STD. PLAN - 300.4 17I,1'A1ZTVl:NT CUT IN-LINE TEE & THREE VALVES VARCH _-'Of 0 J_ 10 FT EXISTING WATER LINE FESI NC DEIAIE EXISTING TEE, DEAD END LINE, CAP OR PLUG DO NOT DISTURB BLOCKING rQ o NEW WATER LINE C� VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1 -BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG 1-HLIND FLANGE ON BOTTOM 1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW WATER LINE EXIST, WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO FXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES CONNECTION TO WATER MAIN STD. PLAN - 300.5 EXISTING TEE OR END LINE CAP 2010 TEMPORARY 2" GALVANIZED PIPE AND 2' GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12 -INCH DIAMETER AND OVER) I NEW WATER MAIN POLYPIG v VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2` TEMPORARY BLDW-OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN 11 + 4'C13LIC' 4'vU12I; ?I:I'AIlT\lL,NT POLY PIG STATION FOR CLEANING OF WATER MAINS STD. PLAN - 300.6 M:1PCII 2)C10 FIRE H"DRANT SHALL BL CURLY -TYPE EQUA_ TO IOWA F-5110 OR COMPRI SS ON TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CLNTURION 200, AND WATEROLS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NAT'ONA'_ STANDARD -HRFADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WIT-] A STCRZ ADAPTOR, 4.875" SEAiTLE THREAD X S" SIORZ, ATTACHFD WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPLRA ING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS 07 PAINT. KELLY- MOOR E/PRESE RVATIVE PAINT No. 5780-563 DTM ACRYLIC CLOSS, SAFELY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. PRL HYDRANT EXTENSION TO BE USED IF REQUIRED. CONCRETE ---� IHRUST BLOCK 16" x 8" x 4" MININUM CONCRETE BEARING DLOCK UNDLR HYDRANT f IT -1 �L!iWl + TWO-PIECE CAST IRON VALVE BOX WITH LL`G TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMFNT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE 36" MINI COVER CONCRETE BLOCKING MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SLAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO SII 2-3/4" CCR -TEN STEEL TIE RODS. 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL, FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD ONE MAN ROCK - 1 6 �I LEVEL ALL CRCUND MIN 3' RADIUS v 6" CONCRETE PAD FILL HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. ®� 2„ !BACK EXPANSION JOINT AT OF SIDEWALK /-CONCRETE SIDEWALK OR PLANTING STRIP 16" x 8" x 4" MININUM CONCRETE BEARING DLOCK UNDLR HYDRANT f IT -1 �L!iWl + TWO-PIECE CAST IRON VALVE BOX WITH LL`G TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMFNT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE 36" MINI COVER CONCRETE BLOCKING MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SLAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO SII 2-3/4" CCR -TEN STEEL TIE RODS. 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL, FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD ONE MAN ROCK - 1 6 �I LEVEL ALL CRCUND MIN 3' RADIUS v 6" CONCRETE PAD FILL HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 MARKER I I TWO LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LINE) MARKER MARKER o t ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER IS TO HE INSTALLED ON THAT MAIN STREET MARKER MARKER FOUR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) HYDRANT MARKERS "LID 4' FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) RAISED PAVMENT MARKER TYPE 88 AB STIMSONITE TWO—WAY (BLUE) O "�► `�� I'i 131,1:' 4F012l� + • + HYDRANT MARKER LAYOUT STD. PLAN — 310.3 MAHCH 2010 13"x24" PLASTIC METER BOX EQUAL TO MID-SIATLS PLASTIC, INC. BCF SERIES MSBCF 1322-18 WITH 1.75" (F -ICK DUCTILE IRON DIAVOND PLATE COVER EOJAL TO MID -STATES PLASTIC, INC. MSCBC-1324-.R WITI READER LID AND 2" DRILLED HOLE -DR TOUCHREAD ITT LID (SEE DETAIL A -A) 9" MIN 12" MAX FINISH GRADE 36" MIN COVER \\ o 0 y 22-1/2' NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE ES TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIPT x COMPRESSION COUPLING SLOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO MILLER. V13H72-15W-44-33G, OR McDONALD URASS: 21-215WC0033, OR MUELLER: 3/4-0-2470-2 W11H ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPFRSETTER FOR I" METER: FORD V81-172 -15W -44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21 415WCQQ44, OR MUELLER: 1 -R -247D-2 (3/4" F(31000-3-0) OR AY MCDONALD 470113 BOTH INLET AND OUTLET WITH QU;CK JOINT. PADLOCK WINGS ON (1" F131000-4-0) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. AEI. FITTINGS SHALL BE WITH QUICK JOINT, NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CASH -IRON EQUAL 10 OLYMPIC FOUNDARY. EXPANSION JOWTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A A I'll RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. ]RILL 2 DiA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID 3/4" OR 1" GALVANIZED PLUG 34" AND 1 " WATER SERVICE I STD. PLAN - 320.1 CITY PRIVA-E PIPING PIPING 1,1—IN UNIMPROVED RIGHT OF Li ? J WAY INSTALL METER BOX AT PROPERTY LINE WI -H 12" LONG COPPER TAI-PIECE.LL w a I SIDEWALK 0i 0zf } TOUCHREAD WATER METER TO BE 12" SUPPLIED BY THE I z c , CITY M� TYPE "K" SOFT a o N COPPER TUBING IF SERVICE LINE TO HOUSE ES TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIPT x COMPRESSION COUPLING SLOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO MILLER. V13H72-15W-44-33G, OR McDONALD URASS: 21-215WC0033, OR MUELLER: 3/4-0-2470-2 W11H ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPFRSETTER FOR I" METER: FORD V81-172 -15W -44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21 415WCQQ44, OR MUELLER: 1 -R -247D-2 (3/4" F(31000-3-0) OR AY MCDONALD 470113 BOTH INLET AND OUTLET WITH QU;CK JOINT. PADLOCK WINGS ON (1" F131000-4-0) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. AEI. FITTINGS SHALL BE WITH QUICK JOINT, NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CASH -IRON EQUAL 10 OLYMPIC FOUNDARY. EXPANSION JOWTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A A I'll RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. ]RILL 2 DiA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID 3/4" OR 1" GALVANIZED PLUG 34" AND 1 " WATER SERVICE I STD. PLAN - 320.1 1-1/2" AND 2" WATER SERVICE DETAIL CAUTION: VALVE BOX SHOULD NOT REST ON PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. A— A DRILL 2" DIA. HOLE FOR TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID _F TYPICAL RIB MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK CITY PIPING w z w z }IN UNIMPROVED RIGHT–OF–WAY INSTALL METER BOX AT PROPERTY LINE WITHCL a- 0 0 12" LCNG COPPER 'TAILPIECE sr 0. � 0. 1. 2" tapped tee, on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). J. 2" resilient seat gate valve with threaded ends, square operating nut, and valve nut extension if required (see standard detail 330.1). 4. Two piece cost iron valve box. Standard 8" top secticn with regular base section, length to fit, "lug" type cover. 2" brass bushing (MIPT x FIPT. 5- 2 each 2" brass or bronze nipples 6" length, threaded ends. 2 eoch 2"-90- brass or bronze elbows (FIPT x FIPT). 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to fit. 8. 2" threaded brass 90' ell. 9. 2" Customsetter with by–pass Ford: VBH 86--1213-11-77 (x 17--3/16" ), McDonald Brass: 3DB715WDFF775 or Mueller B-1427-2", with Rouged angle boll valve and padlock wings on inlet, and angle check valve outlet, boll valve on bypass with padlock wings- Customsetter shell have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by 6cntractcr. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17"x30" Plastic meter box equal to MTd–States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31" equal to Mid–States Plastics, Inc. MSCBC-1730–R with 2" drilled hole for touchread pit lid, and meter read lid. 13. 2" coupling (compression x FIPT) with 2" plug (M[PT), Ford C–T4-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. NOTE: ALL METER BCXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST–IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. CRUSHED ROCK BASE TO SUPPORT VAULT. QUICK–JOINT COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. PRIVATE PIPING MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK 1. 2" topped tee on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, and valve nut extension if required (see standard detail 330.1). 4. Two piece cost iron valve box. Standard 8" top section with regular base section, length to fit, "lug" type cover. 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT. 2 each 1-1/2" brass or bronze nipples 6" length, threaded ends. 2 eoch 1-1/2"-90' brass or bronze elbows (FIPT x FIPT. 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 1-1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to fit. 8. 1-1/2" threaded brass 90' ell, for Ford L44-77 or equal. 9. 1-1/2" Cuslamsettcr with by–pass Ford: VBH 86-1213-11-66 (x 13-3/16"), McDonald Brass: 3OBB12WOFF565 or Mueller B-1427-1 1/2", with flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, boll valve on bypass with padlock wings. Customsetter shall have vertical iniet and outlet. 10. Rigid meter spreader to he supplied and installed in meter setter by Contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17"x30" Plastic meter box equal to Mid–States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31" equal to Mid–States Plastics. Inc. MSCBC-1730–R with 2" drilled hole for touchread pit lid. 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. ,�t1 rl `E► F'l :31,i(' �ti"Q �1� 1 12" AND 2" WATER SERVICE LOCATED IN PLANTING STRIP f"i 41m ;j P'.`.Q;Yd��'* MAHMI X01U 9" MIN. 2" MAX. X fLEAVEEXPOSED0 b O U N m nl n 12" BY PASS NOT ALLOWED FOR IRRIGATION METERS 1. 2" tapped tee, on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). J. 2" resilient seat gate valve with threaded ends, square operating nut, and valve nut extension if required (see standard detail 330.1). 4. Two piece cost iron valve box. Standard 8" top secticn with regular base section, length to fit, "lug" type cover. 2" brass bushing (MIPT x FIPT. 5- 2 each 2" brass or bronze nipples 6" length, threaded ends. 2 eoch 2"-90- brass or bronze elbows (FIPT x FIPT). 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to fit. 8. 2" threaded brass 90' ell. 9. 2" Customsetter with by–pass Ford: VBH 86--1213-11-77 (x 17--3/16" ), McDonald Brass: 3DB715WDFF775 or Mueller B-1427-2", with Rouged angle boll valve and padlock wings on inlet, and angle check valve outlet, boll valve on bypass with padlock wings- Customsetter shell have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by 6cntractcr. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17"x30" Plastic meter box equal to MTd–States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31" equal to Mid–States Plastics, Inc. MSCBC-1730–R with 2" drilled hole for touchread pit lid, and meter read lid. 13. 2" coupling (compression x FIPT) with 2" plug (M[PT), Ford C–T4-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. NOTE: ALL METER BCXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST–IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. CRUSHED ROCK BASE TO SUPPORT VAULT. QUICK–JOINT COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. PRIVATE PIPING MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK 1. 2" topped tee on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, and valve nut extension if required (see standard detail 330.1). 4. Two piece cost iron valve box. Standard 8" top section with regular base section, length to fit, "lug" type cover. 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT. 2 each 1-1/2" brass or bronze nipples 6" length, threaded ends. 2 eoch 1-1/2"-90' brass or bronze elbows (FIPT x FIPT. 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 1-1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to fit. 8. 1-1/2" threaded brass 90' ell, for Ford L44-77 or equal. 9. 1-1/2" Cuslamsettcr with by–pass Ford: VBH 86-1213-11-66 (x 13-3/16"), McDonald Brass: 3OBB12WOFF565 or Mueller B-1427-1 1/2", with flanged angle ball valve and padlock wings on inlet, and angle check valve outlet, boll valve on bypass with padlock wings. Customsetter shall have vertical iniet and outlet. 10. Rigid meter spreader to he supplied and installed in meter setter by Contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and purity tests. 12. 17"x30" Plastic meter box equal to Mid–States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31" equal to Mid–States Plastics. Inc. MSCBC-1730–R with 2" drilled hole for touchread pit lid. 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for any necessary adaptation or extension of water service. ,�t1 rl `E► F'l :31,i(' �ti"Q �1� 1 12" AND 2" WATER SERVICE LOCATED IN PLANTING STRIP f"i 41m ;j P'.`.Q;Yd��'* MAHMI X01U MATERIAL UST FOR 2" SERVICE WITH METER LOCATED IN RIGHT-OF-WAY BEHIND SIDEWALK 1, 2" tapped tee on new water meter. 2. 4" long X 2" brass nipple with threaded ends (MIPT). A — A 3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if DRILL 2" DIA. HOLE FOR required (see standard detail 330.1). TOUCHREAD DEVICE 4. Two piece cost iron valve box. Standard 8" too section with regular base section, length to fit, "lug" type cover. I 5. 2" brass bushing (MIPT x FIPT) 2 each 2" brass or bronze ripples 6" length, threaded ends 2 each 2"-90' brass or bronze elbows (FIPT z FIPT) 6. 2" (MIPT) x compression fitting, Ford C84-66 ar equal. 7. 2" soft copper type K or brass nipples, length to fit. TYPICAL RiBj 8. 2" threaded brass 9D' ell. 9. 2" Customsetter with by-pass Ford VBH 86-128-11-77 (17-3/16") or McDonald bross 2-1/2" MIN. FROM NEAREST 30113715WOFF775, with flanged angle ball valve and padlock wings on inlet, and angle check valve AND FRONT EDGE OF PIT LID outlet, ball valve on bypass with padlock wings- Customsetter sholl have vertical iniet and out'et. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be. supplied and installed by City of Renton upon payment of all related water meter fee ood satisfactory pressure and purity tests. 12. 17"x30" equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron dornond plate cover 18"x3'" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drllled hole for touchreod pit lid, and rr.eter read lid. 13. 2" coupling (compression x FiFT) with 2" plug (MIPT), Ford C-14-66 or egcel. The property owner is responsible for any necessary adaptation or extension of water service. MATERIAL LIST FOR 1-1/2" SERVICE WTH METER LOCATLD IN RIGHT -Of -WAY BEHIND SIDEWALK 1. 2" topped tee on new water main 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if required (see stonda'd aetail 33V ). 4. Two piece cast iron valve box. Standard 8" top sect;on with regular base section., length to fit, "lug" type cover. 5. 2" X 1-1/2" hex brass bushing (MIPT x RPT), 2 each 1-1/2" brass or bronze nipples 5" length (threaded ends), 2 each 1-1/2"- 90' brass or bronze elbows (FIPT x FIST) 6. 1-1/2" (MIPT) x compression fitting, Ford C84--66 or equal. 7. 1 1/2" soft copper type K or brass nipples, length to fit. H. 1-1/2" pack -joint 9C' all. for Ford L44-// or equal, 9. 1-1/2" Cusiomsetter with by-pass Ford VBH 66-12B x 13-3/16' or MCDcr,6d brass, with fanged angle boll valve and padlock wings on inlet, and angle check valve outlet, ball valve on hyposs with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and iestalled in meter setter by contractor. 11. Water meter sholl be supplied and installed by City of Renton upon payment of all related woter meter fee a -)d satisfactory pressure and purity tests. 12. 17"x30' equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron damond plate cover ltl x31" equal to Mid -States Plostics, Inc. MSCBC-1730-R with 2" drilled hale for tauchreod p't lid and meter read lid. 13. 1-1/2" coupling (compression x FIPT) with 1 -1/2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for cry necessary adaptation or extension of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12* MINIMUM ON BOTH SIDES OF METER BOX. STD. PLAN - 320.3 2 AND 1 1211 WATER SERVICE LOCATED !-ANN I;.:,'' +.It: \1 VT IN RIGHT OF WAY BEHIND SIDEWALK u Z CAUTION VAI yr Fox ;Tour o NaT RFST ON J PIKE. '_ATER COMPACTION IN AREA OF VALVE BOX F CCULD CAUSE 'HE BREAKAGE DE 7117 SERVICE W C 12 a c a - ........ - 1 PRIVATE PLG UMBIN - „_- ' - 1 9" MIN. B SHALL CONNECT 12" MAX, HERE z � x 7 2" BRASS PLUG CRUSHED ROCK BASE (THREADED) It- TD SUPPORT VAULT. - BY PASS NOT ALLOWED FOR IRRIGATION METERS 2 3 6 7 1 5 1-112" AND 2" WATER SERVICE 7 DETAIL 13 MIPT x QUICK JOINT MATERIAL UST FOR 2" SERVICE WITH METER LOCATED IN RIGHT-OF-WAY BEHIND SIDEWALK 1, 2" tapped tee on new water meter. 2. 4" long X 2" brass nipple with threaded ends (MIPT). A — A 3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if DRILL 2" DIA. HOLE FOR required (see standard detail 330.1). TOUCHREAD DEVICE 4. Two piece cost iron valve box. Standard 8" too section with regular base section, length to fit, "lug" type cover. I 5. 2" brass bushing (MIPT x FIPT) 2 each 2" brass or bronze ripples 6" length, threaded ends 2 each 2"-90' brass or bronze elbows (FIPT z FIPT) 6. 2" (MIPT) x compression fitting, Ford C84-66 ar equal. 7. 2" soft copper type K or brass nipples, length to fit. TYPICAL RiBj 8. 2" threaded brass 9D' ell. 9. 2" Customsetter with by-pass Ford VBH 86-128-11-77 (17-3/16") or McDonald bross 2-1/2" MIN. FROM NEAREST 30113715WOFF775, with flanged angle ball valve and padlock wings on inlet, and angle check valve AND FRONT EDGE OF PIT LID outlet, ball valve on bypass with padlock wings- Customsetter sholl have vertical iniet and out'et. 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. 11. Water meter shall be. supplied and installed by City of Renton upon payment of all related water meter fee ood satisfactory pressure and purity tests. 12. 17"x30" equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron dornond plate cover 18"x3'" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drllled hole for touchreod pit lid, and rr.eter read lid. 13. 2" coupling (compression x FiFT) with 2" plug (MIPT), Ford C-14-66 or egcel. The property owner is responsible for any necessary adaptation or extension of water service. MATERIAL LIST FOR 1-1/2" SERVICE WTH METER LOCATLD IN RIGHT -Of -WAY BEHIND SIDEWALK 1. 2" topped tee on new water main 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat valve with threaded ends, square operating nut and valve nut extension if required (see stonda'd aetail 33V ). 4. Two piece cast iron valve box. Standard 8" top sect;on with regular base section., length to fit, "lug" type cover. 5. 2" X 1-1/2" hex brass bushing (MIPT x RPT), 2 each 1-1/2" brass or bronze nipples 5" length (threaded ends), 2 each 1-1/2"- 90' brass or bronze elbows (FIPT x FIST) 6. 1-1/2" (MIPT) x compression fitting, Ford C84--66 or equal. 7. 1 1/2" soft copper type K or brass nipples, length to fit. H. 1-1/2" pack -joint 9C' all. for Ford L44-// or equal, 9. 1-1/2" Cusiomsetter with by-pass Ford VBH 66-12B x 13-3/16' or MCDcr,6d brass, with fanged angle boll valve and padlock wings on inlet, and angle check valve outlet, ball valve on hyposs with padlock wings. Customsetter shall have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and iestalled in meter setter by contractor. 11. Water meter sholl be supplied and installed by City of Renton upon payment of all related woter meter fee a -)d satisfactory pressure and purity tests. 12. 17"x30' equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron damond plate cover ltl x31" equal to Mid -States Plostics, Inc. MSCBC-1730-R with 2" drilled hale for tauchreod p't lid and meter read lid. 13. 1-1/2" coupling (compression x FIPT) with 1 -1/2" plug (MIPT), Ford C-14-66 or equal. The property owner is responsible for cry necessary adaptation or extension of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12* MINIMUM ON BOTH SIDES OF METER BOX. STD. PLAN - 320.3 2 AND 1 1211 WATER SERVICE LOCATED !-ANN I;.:,'' +.It: \1 VT IN RIGHT OF WAY BEHIND SIDEWALK REGISTER SHALL HE TOUCH READ PIT L!D 4" POST INDICATOR VALVE (TR -PL) AND HF INTFI I IGFNT COMMUNICATION (MJxMJ} PAN BLUE ENCODER TYPE (ICE)- METER MUS1 READ IN CU. FT. 2-3/4" SHACKLE RODS PER CITY OF RENTON SPECIFICATIONS 4" 90" BEND (MJ) 4" 90' BEND (MJ) INSTALL IN FES[ PORT A 2"x2" TEE (MJxFL) 12" 13 LF 4" D.I. BRASS NIPPLE WITH GATE VALVE (Fl _xMJ) a 7'-0"� A 2" RESILIENT J SEATED BRASS GATE LADDER WITH VALVE AND 2" PLUG. 4" FLxMJ ADAPTOR J SUPPORT PARS PER PER OSHA 2,-4„ 4" FLxMJ ADAPTOR � 4" or 6" DJ. TD BUILDING FLOW .. EPDXY NON—SHR GROUT r 4" TEE (MJxFL) 1 _ WELDED STEEL COLLAR TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. DRILLED HOLE IN COVER. LOCATE HOLE 2)�" FROM EDGE OF PIT LID AND RIBS. PRECAST CONCRETE VAULT WITH 2 3'x3" HINGED STEEL PLATE COVER. OUTSIDE DIMENSIONS (EQUAL TO PIPE INC., OR UTILITY VAULT WITH 57 -7L -B. 2 3'x3' DIAMOND PLATE DOORS) 6",4" OR 3" GATE VALVE (FLxFL) NON -RISING STEM WITH HAND WHEEL EQUAL TG MUELLER CO.A-2380-6. 6" OR 4" (FLxPE) CEMENT LINED DUCTILE IRON PIPE CLASS 52 3'-6" LONG WITH COLLAR 20" FROM P.E. EQUAL TO THOSE SUPPLIED BY PACIFIC WATER WORKS CO. INC. FLOW ., w 12" AROUND I J 2'-TDEADWAN PRIVATE PIPING BLOCK4" TEEIRED WITH (FL) SHACKLING TO TEE SENSUS MODEL 520R RADIO READ PIT SET SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. DRILLED HOLE IN COVER CITY I PR 1 PIPING PIPING TWO PIECE CAST IRON VALVE BOX, EQUAL TO OLYMPIC FOUNDRY CO. STANDARD B" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO Fl VALVE NUT EXTENSION IF REQUIRED (DWG 8R46/PAGE 6090) 6". 4" OR 3" GATE VALVE (FLxMJ) EQUAL TO MUELLER CO. A-2380-20. TO BUILDING 6" OR 4" PExPE CEMENT LINED DUCTILE IRON PIPE CLASS 52. LENGTH TO FIT. 6",4" OR 3" COMPOUND WATER METER (FL) — EQUAL TO SENSUS SRII COMPOUND METER WITH TOUCHREAD PITLID I.C.E. REGISTER & SENSOR WITH 4 WHEEL HIGH RESOLUTION (100 CUBIC ADJUSTABLE STEEL 6" OR 4" FLEXIBLE FLANGED FEET) REGISTER_ FOR 3" METER, REDUCE AT PIPE SUPPORT COUPLING ADAPTOR, ROMAC METER WITH 4"X3" FLxFL CONCENTRIC STANCHION BOLTED OR APPROVED EQUAL. REDUCER. TO FLOOR GENERAL NOTES: ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR ITS INSTALLATION. THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS, (WHICH CLEARANCE SHALL BE A MINIMUM OF 12" FROM THE ENDS AND THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE VARIOUS STANDARD DETAILS). NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT BEARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO SUPPORT THE DESIGNED THRUST. 1'1;131,1;' 14()R1\: 3",4" & 6" COMPOUND DOMESTIC STD" PLAN - 320"4 WATER METER ASSEMBLY %11V Cl i 2010 12" W 18" h"F SEE A. A P' AN VIL SECTION A -A - VALVE BOX LID WI -H EARS IN DIREC-ION OF 2" SOUARF WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT CONCRLTE COLLAR FOR TVES IN PAVED AREAS 4-1/4" DIA. 1/8" MIN. THICKNESS PIECE CAST IRON VALVE 7X, RICH-SFATTL.E TYPE R OLYMPIC FOUNDRY 1" STEEL LENGTH AS RFQUIRED �./ 1/8" MIN. THICKNESS / 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WI-IEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL. EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTIL17Y MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS n T 38" 62" 24" VALVL MARKER POST WHITE POSTI VALVE BOX, MARKER & OPERATING STD' PLAN ` 330.1 NUT EXTENSION CAP 22-1/2" BEND 45' BEND TEE 90° BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR COMPACT SAND FIRM SILTY SAND COMPACT SAND & GRAVEL 90' 45' BEND 11 1/4- 90' 45' BEND 11 1/4" 90' 45' BEND 11 1/4* FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' REND BEND BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6" 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.0 37.5 37.5 15.0 26.5 18.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE- 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. CCVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) - 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) - O.D. PIPE + 1.0' THRUST BLOCK BE AREA REFERS TO FACE OF BLOCK M IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND, 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOWNAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS STD. PLAN - 330.2 MARCI3 2''01 C) SHACKLE RODS (TYP) R Li 2 TURNBUCKLES THREAD 6" R = INSIDE RADIUS OF SHACKLE ROD BEND a d w i m �i m I � cncn H o SHACKLE RODS z (1YP) R R� L _ S _ 2 TURNBUCKLES TYPE A THREAD 6" I d s a w � o TYPE B BLOCKING ly m FOR 45' VERTICAL BENDS CU VE S d L v o a_ w z z o a C) Lr D w v o w oz� cn mw c ¢�� rr owe; w— �w �U = - N �a_ v� cam a� moo`-' wozU Ln Hp wCJ w Q OZ OZ - C) �— _ w w � O d Q 0.0 a > Z w E o 4" 27 3 6.. 300 45 64 4 3/4 20 8' 125 _ S TYPE H CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 890.8 r4�� PUBLIC WORKS FITTINGS �--vv DEPARTMENT MARCH 2010 TYPE A FLOCKING FOR 11 t/�' & 22t/z' VFRIIC:AL FENDS f VB S o L e�, � z �� w J � w m ��. ow ocn �;,�, wU � civ, ��v� Z w = w:i w w w N7 l a U�`JZ QZZ �=� � OU - w w w w 0- 4.. ~ , Z U I� O i 4" 300 11 t 4 8 2 3/a 18 22t 2 12 2t a 24 6" 300 11t/a 12 2t/a 3/a 24- 221/2 27 3 &" 300 11t/a 16 2i/z 3/a 24 22f 2 43 3t 2 11t/a 64 4 � 2¢ 12" 30U 221/2 125 5 t 36 SHACKLE RODS (TYP) R Li 2 TURNBUCKLES THREAD 6" R = INSIDE RADIUS OF SHACKLE ROD BEND a d w i m �i m I � cncn H o SHACKLE RODS z (1YP) R R� L _ S _ 2 TURNBUCKLES TYPE A THREAD 6" I d s a w � o TYPE B BLOCKING ly m FOR 45' VERTICAL BENDS CU VE S d L v o a_ w z z o a C) Lr D w v o w oz� cn mw c ¢�� rr owe; w— �w �U = - N �a_ v� cam a� moo`-' wozU Ln Hp wCJ w Q OZ OZ - C) �— _ w w � O d Q 0.0 a > Z w E o 4" 27 3 6.. 300 45 64 4 3/4 20 8' 125 _ S TYPE H CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 890.8 r4�� PUBLIC WORKS FITTINGS �--vv DEPARTMENT MARCH 2010 TYPE A FLOCKING FOR 11 t/�' & 22t/z' VFRIIC:AL FENDS f VB S o L e�, � z �� w J � w m ��. ow ocn �;,�, wU � civ, ��v� Z w = w:i w w w N7 l a U�`JZ QZZ �=� � OU - w w w w 0- 4.. ~ , Z U I� O i 4" 300 11 t 4 8 2 3/a 18 22t 2 12 2t a 24 6" 300 11t/a 12 2t/a 3/a 24- 221/2 Where shown an the plans or in the specifications or required by the Engineer, feint restraint system (shackle rods) shall be used. All joinls restraint materials used shall be those manufactured by Stcr National Products, 1323 Holly Avenue, PC Box 258, Columbus, Ohio 43216 unless on equal alternate is approved in writing by the Engineer. Materials Steel Types: High strength low -alloy steel (cor-ten), ASTM A585 heat-trected. Tiebolt: ASTM A588, Grade B. Cor -Ten, equal to SuperStor Tielboll SST 7 5/8" for 2" and 3" mechanical joints (M.J.) with eye for 5/8" rod SST 7 3/4" for 4" to 12" M.J. with eye for 3/4' rod SST 756 : 3/4" for 14" to 24" M.J. with eye for 3/4" rod SST 747 : 3/4" for 4" to 12" M.J. with eye for 7/8" and 1" rod SST 757 : 3/4" for 14" to 24" M.J. with eye for 7/8" and 1" rod SST 778: 1" for 30" to 36" M.J. with eye for 1" rod 2.Tlenut: Hex Nut ASTM A58B, Grade B, Cor -Ten, equal to SuperStor Tienut SS8 for 5/8", 3/4", 7/8", 1" Tiebolt and Tiered 3.Poccupling with Tiestop Pin ASTM A588, Grade B, Cor -Ten, equal to SuperStor Tiecoupling SS10 for 5/8", 3/4", 7/$", 1" Tierod 4. Tierod: Continuous threaded rod for cutting to desired lengths ASTM A588, Grade B, Cor -Ten, equal to Superstar Tiered SS12 for 5/8", 3/4", 7/8", 1" 5. Tiewasher ASTM A588, Grade B, Car -Ten, equal to SuperStor Tiewasher SS17 for 5/8", 3/4", 7/8", 1" round flat washer Installation: Install the joint restraint system in accordance with the Manufacturer's instructions so all joints are mechanically locked together to prevent joint separation. Tiebolts shall be installed to pull against the mechanical joint body and not the M.J. follower. Torque nuts at 75-90 foot pounds for 3/4" nuts. Install tiecouplings with both rods threaded equal distance into tiecouplings. Arrange 6erods symmetrically around the pipe. Were a Manufacturer's mechanical joint valve or fitting is supplied with slats for "T" halts instead of holes, a flanged valve with a flange by mechanical joint adaptor shall be used instead, so as to provide adequate space for locating tiebolt. Wherea continuous run of pipe is required to be restrained, no run of Testrafined pipe shall be greater than 50 feet in length betwee fittings. Insert long body solid sleeves as required on longer runs to keep tierod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts shall be installed as rod guides at each joint. Pipe Size Inches Test Pressure PSI 2 4 Number and Size of Rods 6 8 10 12 14 24 2 25C 314" 3 250 314" 4 250 314" 6 250 314" 8 250 314" 10 250 314" 12 250 314" 14 250 314" 16 250 314" 16 250 314" M 250 314" 24 250 314" 30 200 314" 3; 200 1" 42 200 1" 48 200 1" .,I' SUR' li l ; VT SHACKLE RODDS AND TIE BOLTS f --i 411 M l Z�1*#N M A R C' 1 1 2 01 D WATER MAIN IT ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CICSF NIPPLE AND 2 2" 90' BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC MEiO BOX IN 2" CLOSE NIPPLE PLANTER OR --AS[ IRON E OX IN PAVED ORCONCRETE ML---2" CLOSE NP l2" 90' ELBOW 2" 90' ELBOW)\__�S_2" GALVANIZED PIPE AS REQUIRED CONCRETE BLOCKING DI ANI _ VALVE NUT EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG BR46 PAGL 13090) EQUAL TO OLYMPIC FOUNDRY CO. I GROUND LINE CONCRETE SIDEWALK STANDARD 8" TOP SECT ON, 6" MAX. WITH REGULAR BASE SECTION LENGTH TO I'll.2" RES ! IENT SEATED t Vii - - 2 1/2" NST (HOSE) GATE VALVE, SCREWED - AND 2 112" 7NST 2" GALVANIZED CAP WITH GASKET PIPE 12" LONG 2" COSL NIPPLE BETWEEN CAP OR PLUG AND 2" 90' ELBOW INSTF�LL 4 MIL POLYETHYLENE 18" MAX. PLASTIC COVER OVER WASHED GRAVEL. CUT HOLE FOR PIPE 10 CU. FT. WASHED GRAVEL PASSING 1-112" AND RETAINED ON 1/4" MESH FOR DRAIN v Z ELEVATION 2" BLOW -OFF PERMANENT ASSEMBLY 2"x2"x2" TEE AND 2" CAP 2" CLOSE NIPPLE BEWTEEN TEE AND 90' ELBOW. 2" 90' ELBOW STD. PLAN - 340.1 1h H"l I 'Ol {) CONCRETE DEAD VAN BLOCKING WITH SHACKLE RODS 10 CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH, SIZE OF ROCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS_ CAST IRON CAP OR PLUG WITH �2" IPS TAP SHALL BE A ROCKWELL 482 END CAP COUPLING. WATER MAIN 2" GALVANIZED IRON PIPE AS REQUIRED. 2" CLOSE NIPPLE 2" 90° ELBOW 2" GALVANIZED I�RONIPE,12" LONG. TWO PIECE CAST IRON VALVE BOX EQUAL TO RICH VALVE CO. STANDARD S" TOP SECTION, WITH RECULAR BASE SECTION LENGTH TO FIT. 2" GALVANIZED IRON PIPE 12" LONG ll1 HIV`1016\ PLAN VALVE NUT EXTENSION IF REQUIRED (SEE DWG BR46 PAGE B090) INSTALL 2" 90' ELBOW, SCREWED 2" PLUG, SCREWED •s 2" GALVANIZED IRON PIPE AS REQUIRED. 2" RESILIENT GATE III VALVE, SCREWED INSTALL 2" 90' ELBOW, SCREWED 2" GALVANIZED IRON PIPE AS REQUIRED. ELL VATI ON 2" BLOW -OFF TEMPORARY ASSEMBLY STD. PIAN - 340.2 VAI�CEI ;{) 2" BEEHIVE SIRAIN 2" OPFN PATTERN, RETURN BEND - 180' 2" GALVANIZED IRON PIPE FIELD ICCATE CUT OPENING AS REQUIRED, AFTER INSTALLATIDN, GROUT 17"x30" PLASTIC METER BOX EQUAL TO MID STATES AROUND PIPE. fi" MAX.' r PLASIRONTIC, BCF D AMONDSERILS PLA PLATE. I 31$ MSCBC 17308 DUCTILE 18" NSTALL: 1 - 2"X1" REDUCER 2 - 2" 90' BENDS AS SWING JOINT N OTE: I" CLOSE NIPPLE 1" UNION 1" BRONZE GATE VALVE, SCREW EQUAL 1" NIPPLE TO RED -WHITE VALVE CORP. FIG N0.280 " UNION COUPLING COPPER TO MALE IRON PIPE -FORD C28-44 OR EQUAL. FTt VALVE THRFAT'FD ENDS WITH 12" MIN. i 1" GALVANIZED IRON PIPE TO FIT 1" 90' ELBOW 1" TYPE "K" SOFT COPPER TUBING 1" COMBINATION AIR RELEASE & VACUUM VAI VE, SCRLWLD_ APCO NO. 143C OR EQUAL. WASHED GRAVEL, PASSING 1-112" AND RETAINED ON 1/4" MESH FOR DRAIN AIR AND VACUUM RELEASE VALVE ASSEMHLY SHALL HF INSTALLED AT HIGHEST POINT OF LINL. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE. j0 CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. LOCATE ARF—VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLANTING STRIPS, BEHIND CURB OR SIDEWALK. O n 31 c ' 'k' 0 1 1" AIR & VACUUM RELEASE ASSEMBLY 2" BRASS NIPPLE - 6" LONG (MIPT X MIPT) 2" IRON PIPE THREAD CORPORATION STOP WITH 90' BEND FOR COPPER. FORD TYPE F1000 PACK JOINT CTS. DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MEULLER CO. 2"x1" BRASS BUSHING STD. PLAN — 340.3 2" BEEHIVE STRAINER 2"x2"x2" TEL 2" 90' BENDS- 2" ENDS-2" GALVANIZED IRON PIPE TO FIT WASHED GRAVEL, PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN NOTE: 2" OPEN PATTERN, RETURN BEND - 180' 2" GAI.VANI7FD IRON PIPE FIELD LOCATE 2" 90' ELBOW CUT OPENING AS REQUIRED, AFTER INSTALLATION, GROUT AROUND PIPE. 2" UNION SHORT NIPPLE 2" CLOSE NIPPLE 2" UNION 17"x30" PLASTIC METER BOX EQUAL TO MID STATES PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE IRON DIAMOND PLATE. 18°x31° MSCBC 1730R 2" BRONZE GATE VALVE, SCREWED EQUAL TO RED -WHITE VALVE CORP, FIG N0. 280 2' RESILIENT SEAT GATE VALVE WITH THREADED ENDS 2-2" BRASS 90' BENDS WITH CLOSE NIPPLE BETWEEN BENDS 12" MIN. 2" TYPE K SOFT COPPER TUBENG TO FIT 2" 90' ELBOW -AIR AND VACUUM VALVE 2" ASSEMBLY APCO NO. 1452C OR EQUAL. AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLANTING STRIPS, BEHIND CURB. AND SIDEWALK. CLOSE � IPPLE 2 CORPORATION STOP 90' BEND, I.P. THREAD TO COPPER, EQUAL TO FORD FB 500. DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MUELLER CO. DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MUELLER CO. 2" AIR & VACUUM RELEASE ASSEMBLY STD. PLAN - 340.4 VA€�(' I 2010 1 2 3 4 5 6 7 S 9 10 PRE=ERRED CONFICURATICN ��C �a04. � FLOW -t ITEM ADJAC=NT TO WATER METER nPOPERTY LINE SAWDUST 6 9 5 HIT (,).24" MIN i 'i 1 FROM { p A GRA'VE'L L WATER 6,. i P METER j 1 1p 3D B 10 A I � 0 FLOW 2 OUTSIDE FOUNDATION 5 6 9 5 SAWDUST FU L 24" MIN.". 1D6/VEL 3 10 5 10 4 2 FLOW FOR 3/4" AND i" SERVICE (3/4" SHOWN) 90' GALVANIZED STEEL ELBOW 3/4" PACKING JOINT COUPLING W/VALE IRON PIPE THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR EQUIVALENT FOR GALVANI7FD PIPF SFRVICE: FORD C85- 33 OR EQUIVALENT PRESSURL REDUCING VALVE W/STRAINER - 3/4" WITH UNION COUPLINCS Al INLET AND OUTLET, WILKINS 500 SERIES OR EQUAL (WITH INTERNAL BYPASS AND STRAINER) 3/4" CLOSE UNION - BRASS (M X F) 3/4" BRASS VALVE 12" STANDARD METER BOX W/SOLID COVER CONCRL'IL: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO FOG TITS METER SEAL CO. +2 PLASTIC: 13 X 24 j INSIDE DIMENSIONS, EQUAL TO BROOKS METER BOX 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS REQUIRED 3/4" X 1/4" X 3/4" STD. BRASS TEL 1/4" PETCOCK (M X F) 3/4" BRASS NIPPLE AMT 4 EA. 2 EA. 1 EA. 1 EA. VARIABLE 1 EA. VARIABLE 1 EA. 1 EA. VARIABLE FUNCTION THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE HIGH-WATER PRESSURE5 IN THE SERVICE CONNECTION TO AN ACGE.PTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE REDUCINC VALVE IS REQUIRED WHERE THE SERVICE CONNECTION PRESSURE EXCEEDS 84 POUNDS PER SQUARE INCH IN ACCORDANCE TO THE UNIFORM PLUMBING CODE. INSTALLATION THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE METER BOX, RESPONSIBILITY FOR PROPER INSTALLATION, OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED HY THE CUSTOMER. THREE POSSIBLE CONFICURATICNS FOR INSTALLATION OF THE VALVE ARE SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING PERMIT IS REQUIRED PRIOR TO INSTALLATION 34" & 1" INDIVIDUAL PRESSURE REDUCING STD. PLAN - 340.5 VALVE ASSEMBLY FLOW - DUCTR I- IRON PIPE (FL x PE) } 3fi" M1N. LENGTH 24" MIN. 4" THICK CONCRETE J SPLASH BLOCK THRUST RESTRAINT COLLAR FOR - IN-LINE PRV OPTION. SEE DETAIL. BEEHIVE STRAINER 2" PREY SUE AUZILLARY 12" ISOLATION CATE D.I. PIPE CL 52 4 � - 36" FOR PIPES 1 OUT- (IN) 1 & S VALVE (FL.FL) O (FL x PE) SMALLER, 48" J VAULT MODEL NO. VAULT COVER (OM FOR PIPES 12 (IN) SIZE (IN) 9c LARGER FLOW SIZE (IN) 1 4" MIN. SIZE (IN) 12" MIN NOTE UTILITY VAULT CO. VAULT FLOW OR APPROVED EQUAL I THRUST BLOCK (TYP.) UNDISTURBED SOIL I" 1 2 9 tt INSTALL NDN -SHRINK EPDXY GROUT PRV VAULT - PLAN VIEW THRUST RESTRAINT COLLAR FOR IN-LINE PRY OPTION. SEE DETAIL 73 UTILITY VAULT CO. VAULT OR APPROVED EQUAL 3 UTILITY VAULT CO. VAULT OR APPROVED EQUAL 4" 12" MIN s,. 0 5,D. PRV VAULT ELEVATION SUBMERSIBLE PUMP 12VDC WARREN—RUPP SPA 1-1/2 E WHERE STROM DRAIN IS ABOVE FLOOR ELEVATION OF PRV VAULT. PLAN FOR ELECTRICAL CONDUIT SHALL BE SUBMITTED FOR SPECIFIC USAGE. FINISH GRADE !:Ty��')_O�L -ow ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. CONNECTION TO STORM PIPE WITH CATCH BASIN OR MANHOLE PRV VAULT - SECTION INLET k PREY SUE AUZILLARY TEE ISOLATION CATE D.I. PIPE CL 52 GATE VALVE, UNION, TEE A: PRESSURE UILITY VAULT CO. UTILITY VAULT CO. OUT- (IN) PREV SIZE (FL.FL.FL) VALVE (FL.FL) O (FL x PE) BEND SIZE (IN) RELIEF VALVE VAULT MODEL NO. VAULT COVER (OM LET PIPE (IN) SIZE (IN) FLANCED COUPLING, LENGTH (IN) SIZE (IN) (OR APPROVED EIXTAL) 0 MODEL 10. (OR SIZE (IN) ADAPTOR SIZE (114) APPROVED EOUAQ 0 0 0 0 0 0 0 Oo®o © © o 6 6 1-.1/2 6.4 6 36 1-1/2 (SE) 1-1/2 (SE) 5106 -LA 3-332P 8 8 2 6.4 B 24 2 (SE) 2 (SE) 5106 -LA 3-332P 10 10 2-1/2 10.6 10 24 2-1/2 (SE) 2-1/2 (SE) 612 -LA 3-332P 12 12 3 12„6 12 16 3 (SE) 3 (SE) 612 -LA 3-332P 14 11 4 14x4 14 24 4 NO UL ION 4 (FL) 814 -LA 3-332P 15 1 tb I 4 16.4 16 18 4 (NO U IDN) 4 (FL) 814 LA 3-332P �r NA����� PRESSURE REDUCING STATION IN -VAULT STANDARD STD. PLAN - 340.6 1'ANCH L2,01C PRV STATION SEE DETAIL SHEET SPI ASH BI OCK 90' BEND WITH THRUST BLOCK 90' BEND WITH THRJST BLOCK ISOLATION VALVE f — 2 MIN, 4` MIN 2 M'IN ISGI ATION VAI VF ✓✓✓/ Flaw — FLOW TI-` WITH THRUST BI XK /N—LINE ZONE VALVE TEE WITH THRUST BLOCK NORMALLY CLOSED) STANDARD PRV STATION SI fE PLAN SPLASF THRUST RESTRAINT COLLAR FLOW WA iER MAID GENERAL NOTES FLANGE FOR FUIU'RE BY—PASS (MJxMJxH-) )IA 1IViv SGL Ur_IMIL . -�nCrl iRUST RESTRAINT COLLAR PRV S'ATION SITE PLAN IN—LINE OP TION 1. The concrete vault shall be either a precast voult made by Utility Vault Co. or equal an specified in the Standard Qeioils, or shall as cost—in—place with B" walls and slabs. All joints shall be sealed so vault will remain watertight. 2. The vault cover shell be three 3` x 3' spring loaded hinged steel plate, lockahle doors with recessed lift handles, as made by Utility Vault Co. or approved equal. 3. Pipe supperts shall be adjustable steel pipe support Stanchions bolted to floor of vault. 4. The vault sl -all contul� one ladder constructed of golvonlzed steel, A detail plan of locot;on and construction shall be submitted to City prior to installation. 5. the exterior of the vault shall be sealed with two coats of ATCO Bitumastic No. 2221. 6- The interior walls and ceiling of the vault shall be pointed with two coats of Koppers Ramuc Utility Enamel Flat, or approved equal. The floor shall not be pointed. 7. The piping and equipment In the vault shall be given ❑ complete field coal of Inertol Rust i'enetraCing Primer No. 621 or approved equal. Two finish coats of Torex 800 Enamel, or approved equal, shall be applied over the field coated primer. B- The Standard PRV Station Site Plan shell be used for all new PRV station construction except when limited 6g'.nt—ef—way or existing buildings ore restrictive. In such cases, and with City approval, the in—line option may be used. 9. All isolation and zone valves outside the PRV station shall be provided with a valve box when valves ore 10' in size or smaller or a valve chamber when valves are 12" in size or larger. 10. Pressure gauges shall be provided on both inlet and outlet pipes in the PRY vault. Secondary gouges shall he mounted on the ceiling in easy view to be rend from outside the vault. Gouges shelf read from 0-300 psi. Gouge installation shall include petcock between pipe and gauge. 11. Joints on eN valves and fittings outside the vault shall be mechanical joints unless otherwise specified. Joints on valves and fittings inside vault sholl be flanged or screwed as specified. 12. Vault drain shall be piped to the nearest storm drain sewer or open drainage ditch in lieu thereof. If no storm drain or drainage ditch is available, vault shall be constructed with a sump on the outlet side of the vault. A sump pump shall be installed and the discharge from the pump released onto a concrete pad outside the vault. 13- Cut 3" thick x 5" wide ethafoam 220 or equal to a length necessary to fit the size of pipe installed and compressed into place. The contractor shall make sure the foam is compacted tightly between pipe and vault wall with no voids. Lighily grout interior ❑round pipe 14. Pipe extending through vault shall be ductile iron, class 53, cement lined C PRESSURE REDUCINC3 STATION 1N -VAULT WITH INLINE VALVE FLOW STD. PLAN - 340.7 ANC!! 2,010 IMMAM 11 x Q 3„MAX. 03 z 0 0 6"MIN. TO CITY METER STACKED METER SECTION\ -6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2, THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT„ ATTN: WATER UTILITY CROSS—CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241, 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. � Y W e PUBLIC WORKS -� DEPARTMENT a4" TO 2” DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION OR RESIDENTIAL FIRE SPRINKLER STD. PIAN — 340.8 MARCH 2010 3/8" X 4" ANCHOR BOLTS PER MANUFACTURER CONCRETE SLAB FINISHED GRAD Z 6" MINIMUM FREE DRAINING GRAVEL :E '\-- SLEEVE > (TYP.) z CONNECT TO N WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW - INSTALLED W/ APP'D. MATERIAL PER UPC (SIZE AS REQ.) I - 3" MIN. I UNION FINISHED GRADE .i a DRAIN SEE NOTE 4 V TO OWNERS ELECTRICAL PANEL DIRECT BURIAL OR IN RIGID CONDUIT PER ELECTRICAL J O E VIEW PERMIT REQUIREMENTS. FRONT VIEW KAETER 5CE NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON I.A1LS1 LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUDLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR TFIF INSPECTION OF THE INSTALLATION OF THE RPBA AND PIPING, THL OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA MUST BE TESTLD E3Y A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITEAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEF_RING DEPT., ATTN: WATER UTILITY CROSS—CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA's, 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBI.` TO THE WATER METER. �> STD. PLAN - 350.3 + PUBLIC WORKS REDUCED PRESSURE BACKFLOW �+ N DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2010 120 VOLT ELECTRICAL OUTLET FOR J HEAT TAPE. INSTALL HEAT IAPF rFOR Q FREEZE PROTECTION CENTER BACKFLCW PREVENTER IN C- d REDUCED PRESSURE ENCLOSURE — 0� BACKOW ASSEMBLY PA) (RB MIN. o iT INSULATED ENCLOSURE 3 MIN' "HOT BOX" OR EQUAL 3/8" X 4" ANCHOR BOLTS PER MANUFACTURER CONCRETE SLAB FINISHED GRAD Z 6" MINIMUM FREE DRAINING GRAVEL :E '\-- SLEEVE > (TYP.) z CONNECT TO N WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW - INSTALLED W/ APP'D. MATERIAL PER UPC (SIZE AS REQ.) I - 3" MIN. I UNION FINISHED GRADE .i a DRAIN SEE NOTE 4 V TO OWNERS ELECTRICAL PANEL DIRECT BURIAL OR IN RIGID CONDUIT PER ELECTRICAL J O E VIEW PERMIT REQUIREMENTS. FRONT VIEW KAETER 5CE NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON I.A1LS1 LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUDLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR TFIF INSPECTION OF THE INSTALLATION OF THE RPBA AND PIPING, THL OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA MUST BE TESTLD E3Y A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITEAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEF_RING DEPT., ATTN: WATER UTILITY CROSS—CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA's, 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBI.` TO THE WATER METER. �> STD. PLAN - 350.3 + PUBLIC WORKS REDUCED PRESSURE BACKFLOW �+ N DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2010 THE BY—PASS ASSEMBLY SHALL BE INCLUDED AS PART CF THE DETECIUR DOUBLE CHECK VALVE ASSEMBLY. 5/13' 3/4" METER SHALL HE SENSUS SRII WITH TOUCHRFAD PITLiD ( -R/PL) -CE REGISTER, (METER OWNED BY CITY) PRECAST CONCRETE VAULT NTH 2 — 3'x 3' HINGED STEEL PLATE COVERS. DIMENSIONS 5'-0" x T—O" x 7'-2" UTILITY VAULT CO. 4484—LA OR EQUAL CITY PIPING I PRIVATE PIPING 4" FL. x P.E. D.I. PIPE ltd TH COLLAR 18" FROM z P.E. S-4" LONG 4 TEE {MJ x FL) GATE VALVE (FL x MS) 2'-10" 2= —TO CITY MAIN 12" ALL AROUND — CONCRETE BLOCKING ALL DETECTOR COUBLE CHECK VALVE ASSEMBLIES SHALL INCLUDE RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS, AND APPROVED CROSS—CONNECTION AND ASSEMBLIES PER DEPARTMENT OF HEALTH LATEST APPROVED LIST. TOUCH READ PIT LID SENSOR M ON STEEL PLATE COVER THROUI DIA. DRILLED HOLE IN COVER. 6" MIN. DRAIN TO DAYLIGHT OR STORM DRAIN SYSTEM WITH CATCH BASIN OR MA COMPACTED NDTE. GRAVEL L LOCATE VAULT IN PLANTING AREA NOT IN PAVING. 2. 4" AND LARGER BENDS AND TEES TO BE CAST IRON CEMENT LINED - 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING. AFTER COMPLETE INSTALLATION REMOVE THE TEMPORARY SUPPORT AND INSTALL ADJUSTABLE PIPE SUPPORT. 4. GALVANIZED LADDER FOR ACCESS. 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY—PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. 6. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" FLARE CAPS. TOUCH READ PIT LID SENSOR2 X 2)5" FIRE DFPARTMFNT SIAMESE MOUNTED ON STEEL PLATE COVER CONNECTICN FOR STANDPIPE WTH THROUGH 2" DIA. DRILLED HOLE IN BREAKABLE CAST IRON HOSE CAPS. COVER. 4" PI PE FL, x FIL 2'-0" LONC 4" SWING TYPE GRAVITY OPERATED CHECK VALVE, FL. EQUAL TO MUELLER CO. A-2600-6 NTH BALL DRIP VALVE AT BOTTOM 34" INSTALL EPDXY NON—SHRINK GROUT (TYP.) _ 4" PIPE. FLx FL. SO" LONG 21" r4" SHORT RADIUS 90 BEND FL 4" 90' PLAN DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTUFF VALVES. 4"" FLANGED COUPLING ADAPTER EQUAL TO ROMAC. END VIEW TO BUILDING —DEADMAN BLOCK REQUIRED. L 4"x4"x4" TEE FL. 4" GATE VALVE MJ X FL NTH INDICATOR POST INDICATOR POST VALVE SAME SIZE AS DOUBLE CHECK VALVE (MUELLER CO. OR EQUAL). PAINTED RED. 4" DUCTILE IRON CLASS 52 PIPE, CEMENT LINED, LENGTH TO FIT. 4" 90' BEND FL. .EL LADDER _EL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR `' +► PUBLIC WORKS 40 DDCV ASSEMBLY WITH STANDPIPE DEPARTMENT OUTSIDE CONNECTION STD. PIAN - 980.1 MARCH 2010 PRECAST CONCRETE VAU_T WI -4 3 - 3'x 3' HINGED STEEL PLATE COVERS. DIMENSIONS 5'-8 x 11'-" "x 7'-2" FQ�AL TO UTILITY VAULT OR EQUAL TOUCH READ PIT LIC SENSOR MOUNTED ON STEEL SLATE COVER Tl iRDVGH 2" DIA_ DRILLED HOLE 'N COVER_ THE BY PASS ASSEMBLY Si -:ALL BE NCLUDED AS PART OF THE DETECTOR DOUHLE CHECK VALVE ASSEMBLY, 5/8"x3/4" SENSUS SRII (TR/PL) METER WITH ICE REGISTER. CITY PRIVAIE PIPING PIPING TEE (MJ x FL) T 3,i 2. '-' GATE VALVE (FL x MS) 5'- 8" ONL EACH SIDE 4" ADAPTER, FL,x SCREWED 4"x4"x6" HLJI'_ HEAD TEE, FL. 6" PIPE FLx FL. 2'-0" LC 18" FOR 10" ASSEMBLY 17 1/2" FOR 8" ASSEMBLY 18 1/2" FOR 6" ASSEMBLY 2�I�������� BE IND PL 3'- 0' 12" AIJ AROUND / 2'- 6"_ - CONCRETE BLOCKING _._ ... ALL DETECTOR DOUBLE CHECK VALVE 0", 8" OR 6" FL.x P.E. ASSEMBLIES SHALL INCLUDE RESILIENT PLAN SEATED SHUTOFF VALVES AND TEST L PIPE WITH COLLAR 18' COCKS. AND APPROVED FROM P.E. CROSS- CONN FCTION CONTROL 10"- 3'-8" LONG ASSEMBLIES PER DEPARTMENT OF 8"- 3'-6" LONG HEALTH LATEST APPROVED LIST_ 6"- 4'-0" LONG DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVES. 10", 8", OR 6" FLANGED COUPLING ADAPTER EQUAL TO ROMAC. IOUCFI READ PIT ED SENSOR MOUNTED ---ON -� NOTE: DRILSLEDEL PLATE HOLE IN COVER THROUGH 2" DIA .3 1. LOCATE VAUL. I IN PLANTING AREA, NOT IN PAVING. 2. 4" AND LARGER BENDS AVD TEES '10 UE CAST IRON CEMENT LINED. 18" FOR 10" ASSEMBLY 17 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER 1/2" FOR 8" ASSEMBLY 18 VALVES AT THE TIME OF INSTALLATION TO CFNTFR 1/2 FOR 6" ASSEMBLY THE PIPE IN VAULT OPENING. AFTER COMPLETE INSTALLATION REMOVE THE TEMPORARY SUPPORT 5/8"x3/4"INVENSYS TR -PL METER WITH 7'-2" AND INSTALL ADJUSTABLE. PIPE SUPPORT. ICE REGISTER 4 INSTALL GALVANIZED LADDER FOR ACCESS. 6" MIN. DRAIN TO DAYLIGHT OR STORM DRAIN SYSTEM WITH 5. AFTER FIELD INSTALLATION, MAIN DDCVA ANDCATCH BASIN OR MANHOLE 2'-}1" BY-PASS DCVA MUST UL TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED BACKFLOW ASSEMHTY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER U IILI IY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE- J COMPACTED FOUNDATION 6. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" GRAVEL FLARE CAPS. "1Y f + + PUBLIC WORKS DEPARTMENT 4'x 2 1/2" FIR= ^FPARTMFNT ;OUBI_E CONNECTION FOR SIAN3) PIPE WLG-i BREAKABLE CAST IRON HOSE CAPS. ONE EACH SIDE EQUAL TO GR:NNEL FIG. 1682 WIT- HOSE CAPS FIG. 1333. - 5" SWING TYPE GRAVITY OGERATED CHECK VALVE, FL. EQUAL 70 MUELLER CO. A-2600-6 WITH BAIL DRIP VA,VE AT 30TTOM INSTALL EDOXY NON -SHRINK GRCUT (TYP,) 6" PIPE, FL.x FL. 3'0" LONG 6"& 8" ASSEMBLY. 6" SHORT m RADIUS 90' BEND FL. 10" ASSEMBLY 90' 8"X6" REDUCING BEND FL. -- - T6 BU3LOING N BLOCK BLOCK REQUIRED. 10",S",6" FL x MJ ADAPTOR L10" ASSEMBLY 10"x10"x8"TEE FL. 8" ASSEMBLY 8"x8"x6" TEE, FL. 6" ASSEMBLY 6'x6"x6" TEE, FL. 10", 8", OR 6" GATE VALVE, FL.x MJ, WITH INDICATOR POST. INDICATOR POST VALVE SAME SIZE AS DOUBLE CHECK VALVE (MUELLER CO. OR EQUAL), PAINTED RED. 10", 8", OR 6" DUCTILE IRON CLASS 52 NIPPLE WE, CEMENT LINED, LENGTH TO FIT. T 36" TO 42' 6" PIPE FL. x SCREW r END FL. ANIZED LADDER L ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOL -ED TO FLOOR. F_. NIFI 1/I CIA) 6",8" & 10" DOUBLE DETECTOR CHECK ASSEMBLY WITH STANDPIPE OUTSIDE INSTALLATION STD. PLAN - 360.2 MARCH 2010 4" FL.xP.E. DUCTILE IRON CLASS 52 CEMLNT LINED PIPE WITH COLLAR 18" FRCM P.E. AS SUPPLIED BY PACIFIC WATER WORKS SUPPLY CO INC. PRIVATE CITY PIPING PIPING12 3' - 4" Z LONG TEE (MJ x FL) r CATE VALVE ~ (FL x MS) 12" C) 2' 4" 4' 8" 2'-4" LII+ �-12" THE BY PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE /- DETECTOR AS PART OF THE DOUBLE CHECK VALVE ASSEMBLY. (OUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. DRILLED HOLE IN COVER. INSTALL EPDXY NON -SHRINK GROUT 4" DUCTILE IRON CLASS 53 P.E,xP.E. PIPE, CEMENT LINED, LENGTH TO FT. 7' T r-DEADMAN BLOCK REQUIRED TO BUILDING ::kj CONCRETE BLOCKING L- 12" ALL AROUND �4" GATE VALVE (MJ) WITH INDICATOR POST. INDICATOR POST VALVE SAME SIZE AS DOUBLE CHECK VALVE, PAINTED RED. 4" FLANGED COUPLING ADAPTER EQUAL TO ROMAC. ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES SHALL INCLUDE RESILIENT SEATED SHUTOFF DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO VALVES AND TEST COCKS AND CAPS. AND RESILIENT SEATED SHUTOFF VALVES. APPROVED CROSS -CONNECTION CONTROL ASSEMBLIES PER D.S.H.S. LATEST APPROVED LIST. IMWI U UPRECAST CONCRETE VAULT WITH 2 - 3'x3' HINGED STEEL PLATE COVER. DIMENSION 4'-8" x 7'-0" x 7'-0" UTILITY VAULT CO. 577 -LA OR EQUAL. GALVANIZED STEEL LADDER 3„ INSTALL EPDXY 4'-3" NON -SHRINK GRCUT (TYP. ) 7'-0 12" El 2'-- 9 CONCRETE SUPPORT PADS OR ADJUSTABLE PIPE SUPPORTS. ELEVATION NOTE: INSTALL GALVANIZED LADDER FOR ACCESS AFTER FIELD INSTALLATION, MAIN DDCVA AND 5Y-PA55 OCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. INSTALL Y4" FLARE TEST COCKS WITH Y4" FLARE CAPS. rt' ti, S c1 NES PUBLIC WORKS DEPARTMENT TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. DRILLED HOLE IN COVER. 6' TO 45" �12" 8" MIN. DRAIN TO DAYLIGHT OR STORM DRAIN SYSTEM COMPACTED FOUNDATION GRAVEL 4" DDCV ASSEMBLY WITHOUT STD. PLAN - 380.3 STANDPIPE OUTSIDE INSTALLATION MARCH 2010 THE HY—PASS ASSEMBLY SHALL BE INCLLCED AS PART OF THE DEIECICR DUUB_= CHECK VALVE ASS_ME3L"- ALL PIPING TO BL BRASS OR BRONZE. CONCRETE BLOCKING — ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES SHALL INCLUDE RESILIFNI SEATED SHUTOFF VALVES AND TEST COCKS. AND APPROVED CROSS -CONNECTION CONTROL ASSEMBLIES PER D.S.H.S. LATEST APPROVED LIST. ECAST CONCRETE VAULT WITH 2 - 3'x3' TE COVER. DIMENSION 5'-0" x 9'-D" x PIPE OR UTILITY VAULT CO. INSTALL EPDXY NON -SHRINK GROUT ( fYP-) 11" FUR 10" PIPE 18" FOR 8" PIPE 23" FOR 6' PIPE CONCRETE SUPPORT PADS OR ADJUSTABLE PIPE SUPPORTS ---DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEA -ED SHUTOFF VALVES. PLAN TOUCH READ PIT '_ID SENSOR MOUNTED ON STEEL PLATL COVFR THROUGH 1-5/8" DIA. DRILLED HOLE IN COVER. ELEVATION NOTE: INSTALL GALVANIZED LADDER FOR ACCESS. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY—PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER - TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. INSTALL BRASS PLUGS AT ALL TEST COCKS. 0 6", 8", & 10" DOUBLE CHECK DETECTOR PUBLIC WORKS ASSEMBLY WITHOUT STANDPIPE DEPAR'T'MENT INSTALLATION LAIN TO DAYLIGH- OR STD. PLAN - 360.4 MARCH 2010 10", B" & 6" hl. x P -F- UUCIII_c IRDN CLASS CEMENT LINED PIPE WITH CCLLAR 1B" FROM . AS SUP7_.ED BY PACIFIC WATER WORKS SUPPLY CO. INC. XP.P5�2 INSTALL EPDXY NON -SI- -.RINK GHOUL 12" -- 10", R'&6' DUCTIIF IRON CL A95 53 P-E-xP-E- PIPE, 4-0 CEMENT LINED, LENGTH TO FIT. 10", — S—B" LONG S' - Y -R' LDNG 6' - 4'-0" LONG 2'-6" -- - - DEADMAN BLOCK RF.QUIRFD ' -- - 10". 8' & 8" GATE VALVE (MJ) WITH INDICA-OR POST. INDICATOR POST VALVE SAME S1ZE AS DOUG! E CHECK VALVE. 12" ALL Aft OUND - 10". 8" OR 5" FLANGED COUPLING ADAPTER EQUAL TO ROMAC. CONCRETE BLOCKING — ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES SHALL INCLUDE RESILIFNI SEATED SHUTOFF VALVES AND TEST COCKS. AND APPROVED CROSS -CONNECTION CONTROL ASSEMBLIES PER D.S.H.S. LATEST APPROVED LIST. ECAST CONCRETE VAULT WITH 2 - 3'x3' TE COVER. DIMENSION 5'-0" x 9'-D" x PIPE OR UTILITY VAULT CO. INSTALL EPDXY NON -SHRINK GROUT ( fYP-) 11" FUR 10" PIPE 18" FOR 8" PIPE 23" FOR 6' PIPE CONCRETE SUPPORT PADS OR ADJUSTABLE PIPE SUPPORTS ---DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEA -ED SHUTOFF VALVES. PLAN TOUCH READ PIT '_ID SENSOR MOUNTED ON STEEL PLATL COVFR THROUGH 1-5/8" DIA. DRILLED HOLE IN COVER. ELEVATION NOTE: INSTALL GALVANIZED LADDER FOR ACCESS. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY—PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER - TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. INSTALL BRASS PLUGS AT ALL TEST COCKS. 0 6", 8", & 10" DOUBLE CHECK DETECTOR PUBLIC WORKS ASSEMBLY WITHOUT STANDPIPE DEPAR'T'MENT INSTALLATION LAIN TO DAYLIGH- OR STD. PLAN - 360.4 MARCH 2010 CITY OWNED AN❑ MAINTAINED ''RIVATELY OWNED AND MAINTAINED MAXIMUM P! -E LENGTH FROM PROPERTY LINE 9UILDING WALL TO DDCVA MUST NUT EXCEEO 50 FELT 4 CONCRETE BOLLARDS z • �3 iD iO O PERIMETERS OF MINIMUM CLEARANCES • • TO BE PAINTED ON FLOOR IN WHITE I--5 FT. MAX. ® O ENAMEL PAINT STRIPE, WITH 2 INCH z STENCILED BLACK LETTERS TO SAY: � 9 w "DO NOT BLOCK ACCESS" Q `J U H 13 U ~ W a m W o f W Q J J ¢ O a z n z 0 a INCH � 48 INCH J � DDCVA MUST BE INSTALLED IMMEDIATELY AFTER a PIPE PENETRATION THROUGH BUILDING FLOOR SLAB. ROOM IN WHICH DDCVA IS LOCATED SHALL: A. HAVE FLOOR DRAIN CONNECTED TC THE SANITARY SEWER SYSTEM. o B. HAVE A HEATING SYSTEM (40' F MIN. TEMP.) NO HEAT TAPE r C. NOT BE USED FOR STORAGE AROUND THE DDCVA ° a D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVs. w J J z A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE CITY OF RENTON FOR INSPECTION OF THE DDCVA AND METER. o Ln SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA MUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL. A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. 1. MAIN LINE TEE (MJ x FL) WITH CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE THAN 50 FEET TO BUILDING) 2. BRANCH VALVE (FL x MJ) WITH VALVE BOX AND COVER 3, CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE AND FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE THRUST BLOCKS PER NFPA AND AWWA STANDARDS, 4- POST -INDICATOR VALVE (MJ) WITH TAMPER SWITCH 5. 2-90' BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL 6. 119" LONG SPOOL (FL ), PE) 7- FLANGE COUPLING ADAPTOR & APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE FLOOR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER DDCVA 9- O.S & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWTCHES. ADD WIRING IN ACCORDANcE WITH L & I 10. METERED 3/4 INCH BY-PASS DGVA - BY-PASS METER SHALL BE A 3/4 INCH "SENSUS-ECR" SR POSITIVE DISPLACEMENT METER EQUIPPED ICE REGISTER WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL (WALL MOUNT TYPE). 11. SWING TYPE GRAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT OR OUTSIDE BUILDING 12. 4"x 4" x 6" BULL, ELBOW, THREADED 13. UL LISTED FIRE DEPT. CONNECTION, UL LISTED BREAK AWAY CAPS, LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. STANCHIONS BOLTED TO FLOOR. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE. INSTALL BRASS A" FLARE TEST COCKS WITH Y4" FLARE CAPS. Y INSIDE BUILDING INSTALL FOR 3" AND n PUBLIC WORKS LARGER DETECTOR DOUBLE CHECK DEPARTMENT VALVE ASSEMBLY IQ �s STD. PLAN — 380.5 MARCH 2010 Utility Specifications Water Utility Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. 1. All work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Public Works Department at (425) 430-7301. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work in the right of way. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locates call 48-hour locators 800-424-5555. 4. An approved Traffic Control Plan is required to be submitted at the Pre -Construction meeting. 5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI/AWWA C105/A21.5-93 Standards. 7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA C110 -A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter fittings, which have mechanical joints and/or flanged joints, shall be in accordance with ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with flanged joint(s) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing in accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner. 8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging device and O-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). Utility Specifications Valves shall be designed for a minimum water operating pressure of 200 psi. Gate valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. 9. Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads outside diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 inch pentagon operating nut opened by turning counter clockwise (left). 10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. 11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Starz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180 degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable. 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43- 655 safety yellow or approved equal. 13. Pumper connection to face roadway assembly. 14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision. 15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watermains are to be lowered to clear. 16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The "Poly pigs" shall be Girard Industries Aqua Swab -AS or approved equal, 2 Ib/cu. ft. density foam with 90A durometer urethane rubber coating on the rear of "PIG" only. 17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation. 18. All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi over operating pressure, in accordance with the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in City of Renton Utility Specifications Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. 19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in the pipe as laid. Chlorine shall be metered/injected in accordance with Section 7- 11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above. 20. A pre -construction conference is required prior to any construction. A minimum of five (5) working days notice is required for scheduling. 21. Twenty-four (24) hours notice will be required prior to starting new construction. 22. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. 23. Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment of fees have been made to the City of Renton. 24. All connection to existing mains is to be accomplished by the City of Renton, except wet taps, which may be made by approved wet tap contractors with prior approval from the Public Works Department. All necessary excavation and materials are to be supplied by the contractor and be on-site prior to City notifications. 25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify Development Services twenty four (24) hours in advance of backfilling all construction. The contractor, as well as the engineers, shall keep as -built drawings. 26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in. 27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public Works Department. 28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) inches. Oil mat streets may be spade cut. All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to an existing expansion joint. 29. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call for subgrade inspection prior to placement of final patch. * 30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC pipe under improved areas. CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS Amended April 4, 2005 by Ordinance 5131 SECTION 1 PURPOSE The purpose of this code section is to establish guidelines for the restoration of City streets disturbed by installation of utilities and other construction activities. Any public or private utilities, general contractors, or others permitted to work in the public right-of-way will adhere to the procedures set forth in this policy. SECTION 2 DEFINITIONS Engineer The term engineer shall denote the City project manager, inspector and/or plan reviewer, or their designated representative. SECTION 3 HOURS OF OPERATIONS Hours for work within the roadway for asphalt overlays or trench restoration shall be as directed by the Traffic Control Plan requirements and as approved by the Traffic Operations Engineer. SECTION 4 APPLICATION 1. The following standards shall be followed when doing trench or excavation work within the paved portion of any City of Renton right-of-way. 2. Modifications or exemptions to these standards may be authorized by the Planning/Building/Public Works Administrator, or authorized representative, upon written request by the permittee, their contractor or engineer and demonstration of an equivalent alternative. SECTION 5 INSPECTION The Engineer may determine in the field that a full street -width (edge -of -pavement to edge -of -pavement) overlay is required due to changes in the permit conditions such as, but not limited to the following: There has been damage to the existing asphalt surface due to the contractor's equipment. 2. The trench width was increased significantly or the existing pavement is undermined or damaged. 3. Any other construction related activities that require additional pavement restoration. SECTION 6 CITY OF RENTON STANDARDS All materials and workmanship shall be in accordance with the City of Renton Standard and Supplemental Specifications (current adopted version) except where otherwise noted in these Standards. Materials and workmanship are required to be in conformance with standards for the Standard Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State Chapter of the American Public Works Association (APWA) and the Washington State Department of Transportation (WSDOT) and shall comply with the most current edition, as modified by the City of Renton Supplemental Specifications. 1 An asphalt paver shall be used in accordance with Section 5-04.3(3) of Standard Specifications. A "Layton Box" or equal may be used in place of the power -propelled paver. Rollers shall be used in accordance with Section 5-04.3(4) of the Standard Specifications. "Plate Compactors" and "Jumping Jacks" SHALL NOT be used in lieu of rollers. 2. Trench backfill and resurfacing shall be as shown in the City of Renton Standard Details, unless modified by the City Permit. Surfacing depths shown in the Standard Details are minimums and may be increased by the Engineer to meet traffic loads or site conditions. SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS All trench and pavement cuts shall be made by sawcut or by grinding. Sawcuts or grinding shall be a minimum of one foot (1') outside the trench width. The top two inches (7) of asphalt shall be ground down to a minimum distance of one foot (1') beyond the actual outside edges of the trench and shall be replaced with two inches (2") of Class B asphalt, per City of Renton Standards. At the discretion of the engineer, a full street width overlay may be required. Lane -width or a full street -width overlay will be determined based upon the location and length of the proposed trench within the roadway cross-section. Changes in field conditions may warrant implementation of additional overlay requirements. Trenches (Road Crossings): The minimum width of a transverse patch (road crossing) shall be six and one-half feet (6.5'). See City of Renton Standard Plan Drawing #HR —23 (SP Page: H032A). Any affected lane will be ground down two inches (2") and paved for the entire width of the lane. c. Patch shall be a minimum of one foot (1') beyond the excavation and patch length shall be a minimum of an entire traveled lane. If the outside of the trenching is within three feet (3') of any adjacent lane line, the entire adjacent traveled lane affected will be repaved e. An area including the trench and one foot (1') on each side of the trench but not less than six and one half feet (65) total for the entire width of the affected traveled lanes will be ground down to a depth of two inches (2H). A two-inch (2n) overlay of Class B asphalt will be applied per City standards. Trenches Running Parallel With the Street: a. The minimum width of a longitudinal patch shall be four and one-half feet (45). See City of Renton Standard Plan Drawing #HR -05 (SP Page H032). b. If the trenching is within a single traveled lane, an entire lane -width overlay will be required. c. If the outside of the trenching is within three feet (3') of any adjacent lane line, the entire adjacent traveled lane affected will be overlaid. d. If the trenching is greater than, or equal to 30% of lane per block (660 -foot maximum block length), or if the total patches exceed 12 per block, then the lanes affected will be overlaid. Minimum overlay shall include all patches within the block section. e. The entire traveled lane width for the length of the trench and an additional ten feet (10') at each end of the trench will be ground down to a depth of two inches (2"). A two-inch (2") overlay of Class B will be applied per City standards. 3. Potholing: Potholing shall meet the same requirements as trenching and pavement restoration. Potholing shall be a minimum of one foot (1') beyond the excavation. All affected lanes will be ground down to a depth of two inches (2") and paved not less than six and one half feet (6.5') wide for the entire width of the lane. Potholes greater than five feet (5') in length, width or diameter shall be restored to trench restoration standards. In all cases, potholes shall be repaired per Renton Standard Plan # HR05 (SP Page H032). Restoration requirements utilizing vactor equipment will be determined by the engineer. SECTION 8 PAVEMENT REMOVAL IN LIEU OF GRINDING The contractor in all cases can remove the pavement in the replacement area instead of grinding out the specified two inches (2") of asphalt. Full pavement replacement to meet or exceed the existing pavement depth will be required for the area of pavement removal. SECTION 9 TRENCH BACKFILL AND RESTORATION CONSTRUCTION REQUIREMENTS Trench restoration shall be either by a patch or overlay method, as required and indicated on City of Renton Standard Plans #HR -05, HR -23, and HR -22 (SP Pages #H032, H032A, and H033). 2. All trench and pavement cuts, which will not be overlaid, shall be made by sawcut or grinding. Sawcuts shall be a minimum of two feet (2') outside the excavated trench width. 3. All trenching within the top four feet (4') shall be backfilled with crushed surfacing materials conforming to Section 4-04 of the Standard Specifications. Any trenching over four feet (4') in depth may use materials approved by the Engineer or Materials Lab for backfilling below the four -foot (4') depth. If the existing material (or other material) is determined by the Engineer to be suitable for backfill, the contractor may use the native material, except that the top six inches (6") shall be crushed surfacing top course material. The trench shall be compacted to a minimum ninety-five percent (95%) density, as described in Section 2-03 of the Standard Specifications. In the top six feet (6) of any trench, backfill compaction shall be performed in eight to 12 -inch (8-12") lifts. Any trench deeper than six feet (6) may be compacted in 24 -inch lifts, up to the top six-foot (6) zone. All compaction shall be performed by mechanical methods. The compaction tests may be performed in maximum four -foot (4') vertical increments. The test results shall be given to the Engineer for review and approval prior to paving. The number and location of tests required shall be determined by the Engineer. Temporary restoration of trenches for overnight use shall be accomplished by using MC mix (cold mix), Asphalt Treated Base (ATB), or steel plates, as approved by the Engineer_ ATB used for temporary restoration may be dumped directly into the trench, bladed out and rolled. After rolling, the trench must be filled flush with asphalt to provide a smooth riding surface. If the temporary restoration does not hold up, the Contractor shall repair the patch within eight hours of being notified of the problem by the City. This requirement applies 24 hours per day, seven days a week. In the event that the City determines to repair the temporary patch, the contractor shall reimburse the City in an amount that is double the City's cost in repairing the patch, with the second half of the reimbursement to represent City overhead and hidden costs. Asphalt Concrete Class E or Class B shall be placed to the compacted depth as required and indicated on City of Renton Standard Plans #HR -05, HR -23, and HR -22 (SP Pages #H032, H032A, and H033) or as directed by the Engineer. The grade of asphalt shall be AR -4000W. The materials shall be made in conformance with Section 9- 02,1(4) of the Standard Specifications. Tack coat shall be applied to the existing pavement at edge of saw cuts and shall be emulsified asphalt grade CSS - 1, as specified in Section 9-02.1(6) of the Standard Specifications. Tack shall be applied as specified in Section 5- 04 of the Standard Specifications. Asphalt Concrete Class E or Class B, shall be placed in accordance with Section 5-04 of the Standard Specifications; except those longitudinal joints between successive layers of asphalt concrete shall be displaced laterally a minimum of twelve inches (12"), unless otherwise approved by the Engineer. Fine and coarse aggregate shall be in accordance with Section 9-03.8 of the Standard Specifications. All street surfaces, walks or driveways within the street trenching areas shall be feathered and shimmed to an extent that provides a smooth -riding connection and expeditious drainage flow for the newly paved surface. Feathering and shimming shall not decrease the minimum vertical curb depth below four inches (4") for storm water flow. The Engineer may require additional grinding to increase the curb depth available for storm water flow in areas that are inadequate. Shimming and feathering, as required by the Engineer, shall be accomplished by raking out the oversized aggregates from the Class B mix as appropriate. Surface smoothness shall be per Section 5-04.3(13) of the Standard Specifications. The paving shall be corrected by removal and repaving of the trench only. Asphalt patch depths will vary based upon the streets being trenched. The actual depths of asphalt and the work to be performed shall be as required and indicated on City of Renton Standard Plans #HR -05, HR -23, and HR -22 (SP Pages #H032, H032A, and H033). Compaction of all lifts of asphalt shall be a minimum ninety-two percent (92%) of density as determined by WSDOT Test Method 705. The number of tests required shall be determined by the Engineer. Testing shall be performed by an independent testing lab with the results being supplied to the Engineer. Testing is not intended to relieve the contractor from any liability for the trench restoration. It is intended to show the inspector, and the City, that the restoration meets these specifications. All joints shall be sealed using paving asphalt AR4000W. When trenching within the unpaved roadway shoulder(s), the shoulder shall be restored to its original condition, or bette r. 10. The final patch or overlay shall be completed as soon as possible and shall not exceed fifteen (15) working days after first opening the trench. This time frame may be adjusted if delays are due to inclement paving weather or other adverse conditions that may exist. However, delaying of final patch or overlay work is subject to the Engineer's approval. The Engineer may deem it necessary to complete the work within the fifteen (15) working day time frame and not allow any time extension. Should this occur, the Contractor shall perform the necessary work, as directed by the Engineer. 11. A City of Renton temporary Traffic Control Plan (from Renton Transportation Engineering) shall be submitted and approved by the Engineer a minimum of three (3) working days prior to commencement of work. SECTION 10 REMOVAL OF UTILITY LOCATE MARKINGS FROM SIDEWALKS REQUIRED The Permittee will be required to remove utility locate marks on sidewalks only within the Downtown Core Area. The permittee shall remove the utility locate marks within 14 days of job completion. HATrench RestorationlTRS 2005.doc LANE LINE MARKING -3'- MIN. 2" CLASS 'B' 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR400OW 7'— 6,. STANDARD VEHICLE WHEEL PATH 1' MIN 4.5' MIN. 2.5' MIN. *MINIMUM ACP CLASS 'E' or 'B' SHALL BE- PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS — 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' or 'B'. NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR DETERMINING PAVEMENT THICKNESS. -3'- MIN. - 1' --� \--- ACP CLASS* MIN. 6" CRUSHED SURFACING TOP COURSE EDGE OF PAVEMENT, — EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL LONGITUDINAL PATCH AND OVERLAY FOR FLEXIBLE PAVEMENT ADOPTED CITY OF RE MN ♦ W. i """-"' ��■ ��♦ __ STANDARD PLANS IST DATE; 02/2005 DWG. NAME: HR -05 SP PAGE: H032 2" CLAS *2" TO 6" C OR C i' 1' 2.5' 1' 1' M.N MIN MIN MIN MIN'S T 2" CLASS 'B' CRUSHED ROCK, ELOWAULL I IL -L OR AS REQUIRED BY ENGINEER I�- 6.5' MIN. 2" DEPTH OF GRIND OR SAWCIJT AND REMOVE 6.5' MIN. -- 1' 1' F-- 2.5' MIN MINI M':N MIN MIN * FOR MINIMUM STANDARDS, SEE DWG# HR -05, SP PAGE H032 02/2005 MODIFIED NOTES DCV DC G7/2004 MODIFIED NOTES DC4 G2 S* OF CURB OR OF PAVEMENT ;ENTER LINE OR ANE LINE D SURFACING IUP COURSE-- TYPICAL OURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT p ADOPTED CM OF RENTON 4 � r STANDARD PLANS LST DATE: 02/2005 DWG. NAME: HR -23 SP PAGE: HO32A ASPHALT CONCRETE OVERLAY 2" MIN. CEMENT REMOVE LOOSENED TRIM CONCRETE ASPHALT VERTICALLY 3/4"DIA. X 12" LONG DOWEL BAR 4 18" ON CENTER 6" EXISTING RIGID BASE* MIN. 12" MIN. COMPACTED TRENCH BACKFILL AS DIRECTED BY THE ENGINEER SAW CUT SHALL BE VERTICAL AND IN STRAIGHT LINES AS DIRECTED BY THE ENGINEER EXISTING CONCRETE PAVEMENT EPDXY COATED DOWEL BARS 76C' MIN. ON ALL FOUR SIDES 12" h - COMPACTED CRUSHED SURFACING TOP COURSE. CUT AND PANEL REPLACEMENT DETERMINATION: FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST_ *CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF THE ENGINEER. TYPICAL PATCH FOR RIGID PAVEMENT PAVEMENT PATCHING AND RESTORATION DETAIL LY �j ADOPTED CITY of RENTON +..+ STANDARD FLANS LST DATE: 12/96 DWG. NAME: HR -22 SP PAGE: HO33 Less than ten (10) yrs old Ten (10) yrs or older Additional Requirements Local Access without Bus Route No No Local Access with Bus Yes Yes Route Intersection (All Yes Yes Plus one panel beyond Streets) the curb return 407 Removal Yes Yes Excellent Condition (based on visual and/or Yes Yes non—destructive testing) Principal, Minor, Yes, If twenty—four (24) Yes, If twenty—four (24) Collector Arterial and square feet or more of squore feet or more of all streets in CBD and any panel needs to be any panel needs to be all bus route patched patched *CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF THE ENGINEER. TYPICAL PATCH FOR RIGID PAVEMENT PAVEMENT PATCHING AND RESTORATION DETAIL LY �j ADOPTED CITY of RENTON +..+ STANDARD FLANS LST DATE: 12/96 DWG. NAME: HR -22 SP PAGE: HO33 Appendix K HYDRAULIC MODELING, CALIBRATION AND RESULTS CITY OF RENTON WATER SYSTEM PLAN UPDATE HYDRAULIC MODEL DEVELOPMENT AND CALIBRATION FINAL February 14, 2012 1218 THIRD AVENUE, SUITE 1600 SEATTLE, WASHINGTON 98101 P. 206-694.6532 F. 206.903.0419 CITY OF RENTON WATER SYSTEM PLAN UPDATE HYDRAULIC MODEL DEVELOPMENT AND CALIBRATION TABLE OF CONTENTS Page 1.0 INTRODUCTION ....................................................................................................... 1 2.0 HYDRAULIC MODEL DEVELOPMENT.................................................................... 1 2.1 Model Demands.............................................................................................. 1 2.2 Operational Area Diurnal Patterns................................................................... 1 3.0 HYDRAULIC MODEL CALIBRATION....................................................................... 2 3.1 Model Calibration Overview and Methodology ................................................. 3 3.1.1 Macro Calibration..............................................................................3 3.1.2 Fire Flow Test Calibration................................................................. 3 3.2 Model Calibration Results................................................................................ 8 4.0 SUMMARY................................................................................................................8 LIST OF TABLES Table 1 Fire Flow Field Test Data................................................................................6 Table 2 Hydraulic Model Fire Test Calibration Results................................................9 LIST OF FIGURES Figure 1 Renton System -Wide Diurnal Patterns............................................................2 Figure 2 Fire Flow Test Locations................................................................................. 6 CARoao ENGINEERS i February 14, 2012 pw..ffCarollol0ocuments CJienAWA%RentonT595AOMDellverables`Append€ces)App_K.docx City of Renton APPENDIX K - HYDRAULIC MODEL 1.0 INTRODUCTION This appendix provides an overview of the procedures used in the development and calibration of the City of Renton's (City's) water system hydraulic model, as part the City's Water System Plan Update. 2.0 HYDRAULIC MODEL DEVELOPMENT The City provided its existing hydraulic computer model of the water distribution system to Carollo for use as part of the Water System Plan Update. The existing hydraulic model uses the InfoWater modeling software platform, developed by Innovyze (formerly MWH Soft). This section summarizes the procedures used to update the existing hydraulic model per the Water System Plan Update Scope of Services. iAt1�0.MI+ - ta�'ori .r Water demands in the City's existing hydraulic model were geocoded by the City based on customer billing records for the year 2010. As part of the model update process, these demands were reviewed by pressure zone to verify the demand estimates provided in Chapter 3 of the Water System Plan Update. The 2010 water demands in the City's existing water model were allocated based on the City's total annual water consumption. The demands were then scaled to match the total demand (including unaccounted for water) for both the summer (maximum day demand) and winter (average day demand) scenarios. Existing average and maximum day demands per pressure zone and per operational area are discussed in Chapter 3 of the Water System Plan Update. 2.2 Operational Area Diurnal Patterns Custom diurnal patterns for both winter and summer demands were developed for each of the City's five operational areas_ The custom diurnal patterns are based on SCADA data provided by the City for winter and summer periods in 2009, and normalized so that the average of the hourly multipliers is equal to one_ The diurnal patterns are then multiplied by the 24-hour average demands input at the model nodes for the planning scenario to simulate the normal daily demand variations that occur during a typical winter or summer demand condition. This provides operating data on how the tanks and pumps move water through the system. The diurnal patterns were developed by performing a mass balance between production (i.e., well and other source flows), storage tank inflow or outflow, and booster pump station flows in each operational area. Because SCADA data was not provided for the City's pressure reducing valves (PRVs), it was assumed that these facilities were not operating during the time period for which the diurnal patterns were developed. CAROLLO ENGINEERS 1 February 14, 2012 pa liCarotlolDocumentslgienttiWAtiRenton18595ADO1DeliveraHesLAppendiceslApp_K.docx 0fY of RENTON HYDRAULIC MODEL As shown on Figure 1, the system -wide winter diurnal shows minimal demands during the early morning hours with more significant peaking occurring from the hours of 6:00 a.m. to 2:00 p.m. The maximum hourly peaking factor for the system -wide winter diurnal is 1.47, which occurs during the 12:00 p.m. hour. The system -wide summer diurnal pattern is characterized by a more consistent water demand throughout the day, with a maximum peaking factor of 1.34, which occurs during the 8:00 p.m. hour. A typical diurnal pattern is usually characterized by having two peaks, one occurring in the morning around the 6:00 a.m. to 8:00 a.m. hours, and the other occurring at night around the 6:00 p.m. to 7:00 p.m. hour. The individual operational area diurnals are included as an attachment to this appendix on pages A-1 through F-2 following the main text of the appendix. These will be used during system analysis EPS runs. Renton System -Wide Winter diurnal .............. 1.6 ` ■ Rentc 1.4 12 `o f &S s gos 0.4 0.2 ' 00 V. o°P- �P- �P4 P� a°P.4 o°e. o°Q� Hour 1.4 1.2 1.0 `o '408 f > D.6 s 0 = 0.4 0.2 0.0 Figure 1 Renton System -Wide Diurnal Patterns Renton System -Wide Summer Diumal 3.0 HYDRAULIC MODEL CALIBRATION Hour The purpose of the water system hydraulic model is to estimate, or predict, how the water system will respond under a given set of demand conditions. One way to test the accuracy of the hydraulic model is to create a set of known conditions in the water system and then compare the results observed in the field against the results of the hydraulic model simulation using the same conditions. Flow tests conducted in the field on the water system are a standard method to verify the models accuracy and confirm the accuracy of the data used in the hydraulic model construction. Analysis of the flow test data also provides a greater understanding of how the water system operates. Field testing can indicate errors in the data used to develop the hydraulic model, or show that a condition might exist in the field not otherwise known. For example, valves, which are reported as being open, might actually be closed (or vice versa), an obstruction could exist in a pipeline, or pressure settings for a PRV may be slightly different than noted. Field testing can also correct erroneous model data such as incorrect pipe diameters or connections. Data obtained from the field tests can be used to determine appropriate roughness coefficients for mains, as roughness coefficients can vary with age and pipe material. CARouo ENGINEERS 2 February 14, 2012 pw:1/Gare11olDocumenW pw:llCarolloMmumentslClient\WA\Renton\8595AOC1DeiiverableslAppendime App_K docn CITYOFRENTON HYDRAULIC MODEL 3.1 Model Calibration Overview and Methodology The model calibration consisted of two parts, a macro calibration and a fire flow (hydrant) test calibration_ This section describes both of the calibration steps. 3.1.1 Macro Calibration The initial calibration process consisted of a macro calibration. Carollo ran the model under existing demand conditions in order verify that the model forecasted pressures are reasonable and to make sure that the reservoirs were replenishing following peak hour demands. The macro calibration process included executing the following steps to ensure that the model produces reasonable results. Transmission Main Connectivity. Carollo used the connectivity features of the hydraulic modeling software to verify the connectivity of the transmission and distribution mains within the distribution system. Proper connectivity verifies that there are no interruptions in the pipe connections. Possible issues found using the connectivity locators are reviewed on a case-by-case basis to determine whether adjustments needed to be made to the connectivity of the model_ The model output reports on headloss (ft/kft) and velocity (ftls) were also used to locate possible connectivity issues that required adjustment. System Pressures. The macro calibration compared the model output to typical pressures of each pressure zone. This process allowed Carollo to verify that model facility size (pipe diameters and pump capacity), ground elevations, connectivity, and operational controls were reasonable. Facility Characteristics. Hydraulic model results for the City's wells, booster pump stations, and tanks were reviewed and compared to the City's available SCADA data to verify that data input into the hydraulic model (e.g., pump curves, operational controls, PRV settings, etc.) produced results comparable to what the system experiences. 3.1.2 Fire Flow Test Calibration The second step in model calibration after macro calibration is to compare model results to field pressures measured during a series of fire flow tests. This process is used to develop a calibrated hydraulic model by closely matching model simulated pressures to field pressures under similar demand and system boundary conditions. The model parameters that are adjusted during this process are primarily the pipeline roughness coefficients, although other parameters can also be adjusted as calibration results are generated. Hazen -Williams roughness coefficients, or C -factors, have industry accepted value ranges based on pipeline material, diameter, and age. Characteristics specific to the City's water distribution system such as water quality, temperature, construction methodologies, material suppliers, and other factors may result in roughness coefficients that differ from the average of the industry accepted ranges. Fire flow calibration refines the value of roughness coefficients that best indicate the conditions of the City's distribution system. CAROL LO ENGINEERS 3 February 14, 2012 pw:11Cara1la1DoCuments/ pw.ACarolloDxumenWCAientlWAtiRentonM95A001DeliverablesAppendiceslApp_K docs C3TY oFRENToN HrnRauuc MODEL During average day flows, roughness coefficients have a relatively small effect on the operation of the distribution system. However, as the flows increase in the system on higher demand days or during fire flows, velocity within pipelines increase and roughness coefficients contribute more to overall system headloss. Fire flow tests artificially create high demand events to generate more headloss, allowing a better estimation of the pipeline roughness coefficients. Fire flow tests stress the distribution system by creating a differential between the hydraulic grade line (HGL) at the point of hydrant flow and the system HGL at neighboring hydrants. This HGL differential increases the effect of the roughness coefficients on system losses and allows adjustments to the model to match model pressures to field pressures within an acceptable tolerance. As the model is adjusted to match system pressures, roughness coefficients should be adjusted only within a tolerance of industry accepted roughness coefficient ranges. If a model is unable to match the calibration results without leaving the acceptable range of roughness coefficient values for a given pipeline material and age, there may be cause for further investigation of a previously unknown field condition. Examples of such conditions, which typically arise during hydraulic model calibration, include closed valves, partially closed or malfunctioning valves, extreme corrosion within pipelines, connectivity and diameter errors, and diurnal patterns of large water users. The City performed hydrant flow tests as part of this project so that the most current data available could be utilized to update the model. Nineteen sites were selected within the City's service area. The sites were selected so that each of the City's pressure zones had at least one fire flow test and so that the locations were not near pump stations, valves, or storage facilities, if possible. In general, the test sites are consistent with fire test sites used in the previous Water System Plan, although some sites were relocated. As part of the previous Water System Plan, the City did not conduct Fire Test 8. For this reason, Fire Test 8 was not conducted as part of this Water System Plan Update. The fire flow test locations are shown on Figure 2. The fire flow test data is included in Table 1. Each fire test was conducted by first measuring static pressures at two "pressure" hydrants. Next, two "flowing" hydrants were opened to release a large amount of flow and to cause a significant headloss and pressure drop. With the flowing hydrants open, measurements were recorded to quantify the flow rate from each hydrant, and to determine the residual pressure of the two pressure hydrants. The City also provided SCADA data for the majority of major system facilities, including supply sources (i.e., wells, Springbrook Springs), tanks, and booster pump stations. 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(a -6 cn Q y c = m a y Q y <N (d U) v N m �L... co c O f6 } _ 'It $ U 0 E N ua N N ¢ M O M N (N 4 Z CD w U) U) Z w _3 z H F- z co CLf) Lu Z Lu ((1) o _OID yN m v r— m m ccO LL Z Two model simulations, or scenarios, were created in the hydraulic model for each fire flow test. The first scenario was called the "static" run, which simulated the water system just prior to each test. The second scenario, referred to as the "residual" run, simulated the system during the test while the hydrants were flowing. A total of 19 tests were performed on the system and therefore a total of 38 computer simulations were created to calibrate the model. According to City staff, the West Hill Reservoir and the West Hill Booster Pump Station were out of service for all of the fire flow tests, except for tests 5, 10, and 15. For test 5, 10, and 15, the West Hill Reservoir and West Hill Booster Pump Station were back in service, but the Hazen Reservoir was out of YaILIVArK--m In both static and residual model scenarios, model demands were scaled up or down to represent the model demand during the fire flow test as reasonably as possible. Based on SCADA data provided by the City, the system -wide daily demand for March 2011 is estimated to have been roughly 4,000 gpm_ These demands were then adjusted to account for the time of day using the operational area diurnal pattern multipliers presented in Section 2.2. Tank levels were also adjusted in each fire test scenario to match the actual tank levels recorded during the tests. In addition, the initial status of the City's wells and booster pumps were modified so that they matched actual conditions (i.e., open or closed) recorded during the tests. The residual model scenarios are identical to the appropriate static model scenarios, except that fire flow demands were added to the appropriate nodes. 3.2 Model Calibration Results Numerous simulations were performed during the calibration phase. For several test locations, the hydrant tests were re -run to check system changes and verify test results. Adjustments were made to the model between runs to minimize the differences between the model and field results. A detailed summary of the calibration results is shown in Table 1. The table lists the results of each field test conducted and corresponding hydraulic model results. For the pressure hydrants, the results are considered acceptable if the model simulated pressures are within 10 psi or have a 10 percent difference to the field data. Model pressures within 5 psi or 5 percent of the field measurements are considered very good. As shown in Table 2, all of the model simulations resulted in pressure differences within 10 psi or 10 percent of the field measured pressures. For many of these tests, the model -simulated pressures as compared to the field -measured pressures are within 5% or the very good range. 4.0 SUMMARY For all of the fire flow tests performed by City staff, the model -simulated pressures as compared to the field -measured pressures are in the good or very good range. The model is calibrated for the system as it is configured and operated in 2011. Therefore, the model is an appropriate tool for projecting future conditions. 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Hour Hourly Demand Pattern` Hourly Hourly Time Multiplier Time Multiplier 12:00 a.m. - 1:00 a.m_ 1.24 12:00 p.m. - 1:00 p.m. 0.82 1:Q0 a.m. - 2:00 a.m. 1.32 1:00 p.m. - 2:00 p.m. 0.71 2:00 a.m. - 3:00 a.m_ 1.35 2:00 p.m. - 3:00 p.m. 0.74 3:00 a.m. - 4:00 a.m_ 9.48 3:00 p.m. - 4:00 p.m. 0.61 4:00 a.m. - 5:00 a.m. 1.23 4:00 p.m. - 5:00 p.m. 0.73 5:00 a.m. - 6:00 a.m_ 1.05 5:00 P.M. - 6:00 P.M. 0.88 6:00 a.m. - 7:00 a.m_ 0.90 B:QO p.m. - 7:00 p.m. 0.77 7:00 a.m. - S:QO a.m. 0.74 7:00 p.m. - 8:00 p.m. 0.88 8:00 a.m. - 9:00 a.m. 0.99 8:00 P.M. - 9:00 p.m. 1.18 9:00 a.m. - 10:00 a.m. 1.02 9:00 P.M. - 10:00 P.M. 1.13 10:00 a.m_ - 11:00 a.m. 1.05 10:00 P.M. - 11;00 P.M. Figure A-1 Valley Operational Area Summer Diurnal Pattern * Note: Diurnal Patterns are based on SCADA Water System Plan Update data from 7/19/2009 to 81112009. 1.11 11:00 a.m. - 12:00 p.m. 0.91 11:00 p.m. - 12:00 a.m. 1.17 Q-2 2-5 ■Valley Operational Area 2.0 as CL 1.0 0 a.m. 0.80 0 x 0.5 V.0 r - -r - -3 i -� ----r----r-:---€---r--'-r-" r r'---.. r.._..-_..F--..._7...--r-r-{ P� 00 DO 00 00 Oa OD 00 00 DO 00 00 00 Hour Hourly Demand Pattern* Hourly Hourly Time Multiplier Time Multiplier 12:00 a.m- - 1:QQ a.m. 0.56 12:00 p.m. - 1:00 p.m- 2.04 1:00 a.m. - 2:00 a.m. 0.24 1:00 p.m. - 2:00 p.m- 1.79 2:00 a.m. - 3:00 a.m. 0.37 2:00 p.m. - 3:00 p.m. 1.34 3:00 a.m. - 4:00 a.m. 0.31 3:00 p.m. - 4:00 p.m. 1.02 4:00 a.m. - 5:00 a.m. 0.05 4:00 p.m. - 5:00 p.m. 0.96 5:00 a.m. - 6:00 a.m. 0.50 5:00 p.m. - 6:00 p.m. 0.66 6:00 a.m. - 7:00 a,m. 1.24 6:00 p.m. - 7:00 p.m. 0.84 7:00 a.m. - 8:00 a.m. 1.37 7:00 p.m- - B:QD p.m. 0.81 8:00 a.m. - 9:00 a.m. 1.27 8:00 P.M. - 9:00 P.M. 0.69 9:00 a.m, - 10:00 a.m. 1.53 9:00 p -m. - 10:00 P.M. 0.76 10:00 a.m, - 11:00 a.m. 1.78 10:00 P.M. - 11:00 P.M. 0.98 11:00 a.m. - 12:00 p.m. 2.07 11:00 p.m. - 12:0 Figure A-2 Valley Operational Area Winter Diurnal Pattern ` Note: Diurnal Patterns are based on SCADA Water System Plan Update data from 1/1812009 to 1/3112009. Q-2 0 a.m. 0.80 Q-2 8-1 1.8 ■ West Hill Operational Area 1.61.4I i 1.2 i I Q 1.0 a.m. - 12:00 p.m. 1.17 11:00 p.m. - 12:00 a.m. 0.74 y. 0.8 1 0.6 0.4 0.n2 0.0 --r---r '-' C --T -'1 --. _. .. y_ ...._.3 .- 1 -- r--. -.r _ .._ .. __, .. 1 r - S I p0 rL. Z 00 00 .00 00 00 DO p0 00 00 `I'. 00 N D. �O. ��,. �. D. D. NO. Hour Hourly Demand Pattern* Hourly Hourly Time Multiplier Time Multiplier 12:00 a.m. - 1:00 a -m. 0.49 12:00 p.m. - 1:00 p.m. 1.03 1:00 a.m. - 2:00 a -m. 0.35 1:00 p.m. - 2:00 p.m. 0.98 2:00 a.m. - 3:00 a -m. 0.44 2:00 p.m. - 3:00 p.m. 0.85 3:00 a.m. - 4:00 a -m. 0.43 3:00 p.m. - 4:00 p.m. 0.91 4:00 a.m. - 5:00 a.m. 0.60 4:00 p.m. - 5:00 p.m. 1.03 5:00 a.m. - 6:00 a.m. 1.00 5:00 P.M. - 6:00 P.M. 1.04 6:00 a.m. - 7:00 a.m. 1.10 6:00 p.m. - 7;00 p.m. 1.22 7:00 a.m. - 8:00 a.m. 1.24 7:00 p.m. - 8:00 p.m. 1.47 8:00 a.m. - 9:00 a.m. 1.34 8:00 P.M. - 9:00 P.M. '1.63 9:00 a.m. - 10:00 a.m. 1.32 9:00 P.M. - 10:00 P.M. 1.41 10:00 a.m. - 11:00 a.m. 1.19 10:00 P.M. - 11:00 P.M. 1.03 11:00 Figure B-1West Hill Operational Area Summer Diurnal Pattern Note: Diurnal Patterns are based on SCADA Water System Plan Update data from 7/1912009 to 8!112009. � 8-1 a.m. - 12:00 p.m. 1.17 11:00 p.m. - 12:00 a.m. 0.74 8-1 B-2 1.6 ■Westhill Operational Area 1.4 1.2 1.0 g 0.8 0.91 21 1.34 11:00 p.m. - 12:00 a.m. 0.69 L C 06 - - - 2 0.4 0.2 0.0I---.. _..., .. .-r----- --r r ------f o° NIV tio_° Hour Hourly Demand Pattern* Hourly Hourly Time Multiplier Time Multiplier 12:00 a.m. - 1:00 a.m. 0.47 12:00 p.m. - 1:00 p.m. 1.25 1:00 a.m. - 2:00 a.m. 0.41 1:00 p.m. - 2:00 p.m. 1.21 2:00 a.m. - 3:00 a.m. 0.29 2:00 p.m. - 3:00 p.m. 1.15 3:00 a.m. - 4:00 a.m. 0.27 3:00 p.m. - 4:00 p.m. 1.10 4:00 a.m. - 5:00 a.m. 0.53 4:00 p.m. - 5:00 p.m. 1.16 5:00 a.m. - 6:00 a.m. 0.77 5:00 p.m. - 6:00 p.m. 1.21 6:00 a.m. - 7:00 a.m_ 1.07 6:00 p.m. - 7:00 p.m. 1.22 7:00 a.m. - 8:00 a.m. 1.33 7:00 p.m. - 8:00 p.m. 124 8:00 a.m. - 9:00 a.m. 1.34 8:00 p.m. - 9:00 p.m. 1.19 9:00 a.m. - 10:00 a.m. 1.37 9:00 P.M. - 10:00 P.M. 1.06 10;00 a.m. - 11:00 a.m. '1.4'I 10:00 P.M. - 11:00 P.M. Figure B-2 West Hill Operational Area Winter Diurnal Pattern " Note: Diurnal Patterns are based on SCADA Water System Plan Update data from 1/18/2009 to 113112009. B-2 0.91 11:00 a.m. - 12:00 p.m. 1.34 11:00 p.m. - 12:00 a.m. 0.69 B-2 C 1.6 ■Highlands 435/Kennydale Operational Area 14 1.2 .4 1.0 '0 0.6 0.4 0.2 0.0- P� Hour Hourly Demand Pattern* Hourly Hourly Time Multiplier Time Multiplier 12:44 a.m. - 1:00 a.m. 0.95 12:00 p.m. - 1:40 p.m. 0.82 1:00 a.m. - 2:40 a.m. 4.93 1:04 p.m. - 2:00 p.m. 0.82 2:00 a.m. - 3:00 a.m. 0.97 2:00 p.m. - 3:04 p.m. 4.76 3:00 a.m. - 4:00 a.m. 0.97 3:04 p.m. - 4:40 p.m. 0.73 4:04 a.m. - 5:04 a.m. 1.42 4:04 p.m. - S:QQ p.m. 0.80 S:OQ a.m. - 6:04 a.m. 1.17 5:00 p.m. - 6:00 p.m. 0.93 6M a.m. - 7:00 a.m. 1.18 6:00 p.m. - 7:00 p,m. 1.00 7:00 a.m. - 8:00 a.m. 1.47 7:00 p.m. - 8:40 p.m. 1.21 8:00 a.m. - 9:00 a.m. 1.43 8:00 p.m. - 9:40 p.m. 1.49 9:00 a.m. - 10:00 a.m. 1.02 9:00 P.M. - 10:00 P.M. 1.30 10:00 a -m. - 11:00 a.m. 0.89 10:00 P.M. - 11:00 P.M. 1.08 11:00 a.m. - 12:04 p.m. 0.85 11:00 p.m. - 12:00 a.m. 1.02=j Figure C-1 Highlands 435IKennydale Operational Area Summer Diurnal Pattern Note: Diurnal Patterns are based on SCADA Water System Plan Update data from 7/19/2009 to 8/1 /2009. ,J C C-2 1.4 ■ Highlands 4351Kennydale Operational Area I 1.2 1.0 ------------------- - L CL 0.8 -- f 0.6 O a.m. 0.75 2 0.4 0.2 0.0 -. -- _ . Hour Hourly Demand Pattern*` Hourly Hourly Time Multiplier Time Multiplier 12:00 a.m. - 1:00 a.m_ Q56 12:00 p.m. - 1:00 p.m. 1.17 1:00 a.m. - 2:00 a.m. 0.40 1:00 p.m. - 2:00 p.m. 1.25 2:00 a.m. - 3:00 a.m. 0.35 2:00 p.m. - 3:00 p.m. 1.10 3:00 a.m. - 4:00 a.m. 0.58 3A0 p.m. - 4:00 p.m. 1.06 4:00 a.m. - 5:00 a.m. 0.60 4:00 p.m. - 5:00 p.m. 1.15 S:OQ a.m. - 6:00 a.m. 0.755:00 p.m. - 6:00 p.m. 1.22 6:00 a.m. - 7:00 a.m. 1.18 6:00 p.m. - 7:00 p.m. 1.19 7:00 a.m. - 8:00 a.m. 1.27 7:00 p.m. - 8:00 p.m. 1.28 8:00 a.m. - 9:00 a.m. 1.32 8:00 P.M. - 9:00 P.M. 1.17 9:00 a.m. - 10:00 a.m. 1.27 9:00 P.M. - 10:00 P.M. 1.06 10:00 a.m. - 11:00 a.m_ 1.23 10:00 P.M. - 11:00 P.M. 0.91 11:00 a.m. - 12:00 p.m. 1.16 11:00 p.m. - 12:00 Figure C-2 Highlands 435/Kennydale Operational Area Winter Diurnal Pattern Note: Diurnal Patterns are based on SCADA Water System Plan Update data from 1/18/2009 to 113112009. C-2 a.m. 0.75 C-2 Q-1 1.6 , ■ Highlands 565 Operational Area 1.4I 1.2' L 1.0 Q 0.8 % L 0 0.6 0 a.m. x 0.4 0.2 V.� - i --rte-r i__-i__ __,-....���.._-.._..r_-.-r--'--r---" ......._ _.. i r---_. r.._...__..i._._. ._ r T. f o° N ,y' tk. �" �. tea. ;" �y. �;_ °. 'b. -o. Hour Hourly Demand Pattern* Hourly Hourly Time Multiplier Time Multiplier 12:O0 a.m. - 1:O0 a.m. 0.78 12:00 p.m. - 1:00 p.m. 0.88 1:O0 a.m. - 2:00 a.m. 0.79 1:00 p.m. - 2:00 p.m. 0.84 2:00 a.m. - 3:00 a.m. 0.82 2:00 p.m. - 3:00 p.m. 0.84 3:00 a.m. - 4:00 a.m. 0.90 3:00 p.m. - 4:00 p.m. 0.86 4:00 a.m. - S:QQ a.m. 1.03 4:00 p.m. - 5:00 p.m. 0.86 5:00 a.m. - 6:00 a.m. 1.00 5:00 p.m. - 6:00 p.m. 0.91 6:00 a.m. - 7:00 a.m. 1.07 6:00 p.m. - 7:00 p.m. 1.10 7:00 a.m. - 8:O0 a.m. 1.07 7:00 p.m. - 8:00 p.m. 1.30 8:00 a.m. - 9:00 a.m. 1.19 8:00 p.m. - 9:00 p.m. 1.48 9:00 a.m. - 10:00 a.m. 1.13 9:O0 P.M. - 10-.00 P.M. 1.35 10:00 a.m. - 11:00 a.m. 0.96 10:00 P.M. - 11:00 p.m. 1.04 11:00 a.m. - 12:00 p.m. 0.99 11:00 p.m. - 12:0 Figure D-1 Highlands 565 Operational Area Summer Diurnal Pattern * Note: Diurnal Patterns are based on SCADA Water System Plan Update data from 7/19/2009 to 81112009. C� ri Q-1 0 a.m. 0.84 Q-1 D-2 1.4 ■ Highlands 565 Operational Area 1.2 1.0 2 — 0.8 - ---- 06 .86 0 0.4 0.2 0.0 Pets P� Per Pei Pet` Pei Qet\ Qel` �� Qet` Qet` ��` Hour Hourly Demand Pattern* Hourly Hourly Time Multiplier Time Multiplier 12:00 a.m. - 1:00 a.m. 0.65 12:00 p.m. - 1:00 p.m. 1.31 1:00 a.m. - 2:00 a.m. 0.57 1:D0 p.m. - 2:00 p.m. '1.34 2:D0 a.m. - 3:00 a.m. 0.52 2.-00 p.m. - 3:00 p.m. 126 3:00 a.m. - 4:00 a.m. 0.43 3:00 p.m. - 4:00 p.m. 1.18 4:00 a.m. - 5:00 a.m. 0.51 4:00 p.m. - 5:00 p.m. 1.14 5:00 a.m. - B:DD a.m. 0.63 5:00 p.m. - 6:00 p.m. 1.18 6:00 a.m_ - 7:00 a.m. 0.83 6:00 p.m. - 7:00 p.m. 1.24 7:00 a.m. - $:00 a.m. 0.90 7:00 p.m. - 8:00 p.m. 1.22 8:00 a.m. - 9:00 a.m. 1.14 8:00 P.M. - 9:00 p.m. 1,26 9;00 a.m. - 10:00 a.m. 1.21 9:00 P.M. - 10:00 p.m. 1.18 10:00 a.m. - 11:00 a.m. 1.28 10:00 P.M. - 11:00 P.M. 0.92 11:00 a.m. - 12:00 p.m. 1.24 11:00 p.m. - 12:00 a.m. 0 Figure D-2 Highlands 565 Operational Area Winter Diurnal Pattern * Note: Diurnal Patterns are based on SCADA Water System Plan Update data from 1/18/2009 to 113112009. D-2 .86 E-1 1.4 ■ Rolling Hills/Talbot Hill Operational Area 1.2 1.0 as 0.8 L 0.6 3 O 0.4 0.2 1.07 11:00 a.m. - 12:00 p.m. 0.98 11:00 p.m. - 12:00 a.m. 1.02 Hour Hourly Demand Pattern* Hourly Hourly Time Multiplier Time Multiplier 12:00 a.m. - 1:00 a -m. 1.04 12:00 p.m. - 1:00 p.m. 0.89 1:00 a.m. - 2:00 a -m. 0.98 1:00 p.m. - 2:00 p.m. 0.83 2:00 a -m. - 3:00 a -m. 1.04 2:00 p.m. - 3:00 p.m. 0.89 3:00 a.m. - 4:00 a.m. 1.13 3:00 p.m. - 4:00 p.m. 0.79 4:00 a.m. - 5:00 a -m. 1.14 4:00 p.m. - 5:00 p.m. 0.84 5:00 a.m. - 6:00 a.m. 1.22 5:00 P.M. - 6:00 P.M. 0.86 6:00 a.m. - 7:00 a.m. 1.10 6:00 p.m. - 7:00 p.m. 0.98 7:00 a.m. - 8:00 a.m. 0.97 7:00 p.m. - 8:00 p.m. 1.14 8:00 a.m. - 9:00 a.m. 1.01 8:00 P.M. - 9:00 P.M. 1.13 9:00 a.m. - 10:00 a.m. 0.96 9:00 P.M. - 10:00 P.M. 1.06 10:00 a.m. - 11:00 a.m. 0.92 10:00 P.M. - 11:00 P.M. Figure E-1 Rolling Hills/Talbot Hill Operational Area Summer Diurnal Pattern Note: Diurnal Patterns are based on SCADA Water System Plan Update data from 7/19/2009 to 8/112009. E-1 1.07 11:00 a.m. - 12:00 p.m. 0.98 11:00 p.m. - 12:00 a.m. 1.02 E-1 E-2 1.4 ■ Rolling Hills/Talbot Hill Operatio al Area 1.2 1.0 m CL0. $ ----- 0.6 3 O 1.03 11:00 a.m. - 12:QQ p.m. 9.34 11:00 p.m. - 12:00 a.m. 0.83 2 0.4 Q2 0.0 - _-.-�-.-.f.-.. 1-- _ . r - f _ I _ ' r I ITT t 00 00 40 00 00 00 00 00 00 p0 00 QO `i'. `1'. �Q. ��'. `L. rO. Hour Hourly Demand Pattern* Hourly Hourly Time Multiplier Time Multiplier 12:00 a.m. - 1:QQ a -m. 0.68 12:00 p.m. - 1:00 p.m. 1.29 1:00 a.m. - 2:00 a.m. 0.48 1:00 p.m. - 2:00 p.m. 1.15 2:00 a.m. - 3:00 a.m. 0.39 2:00 p.m. - 3:00 p.m. 1.18 3:00 a.m. - 4:00 a.m. 0.38 3:00 p.m. - 4:00 p.m. 1.17 4:00 a.m. - 5:00 a.m. 0.46 4:00 p.m. - 5:00 p.m. 1.22 5:00 a.m. - 8:00 a.m. 0.71 5:00 p.m. - 6:00 p.m. 1.32 6:00 a.m_ - 7:00 a.m. 0.94 8:00 p.m. - 7:00 p.m. 1.27 7:00 a.m_ - 8:00 a.m. 0.98 7:00 p.m. - 8:00 p.m. 1.29 8:00 a.m_ - 9:00 a.m. 1.14 8:00 p.m. - 9:00 p.m. 1.24 9:00 a.m_ - 10:00 a.m. 1.16 9:00 P.M. - 10:00 p.m. 1.11 10:00 a.m. - 11:00 a.m. 1.28 10:00 P.M. - 11:00 P.M. Figure E-2 Rolling Hills/Talbot Hill Operational Area Winter Diurnal Pattern " Note: Diurnal Patterns are based on SOADA Water System Plan Update data from 1/18/2009 to 1/31/2009. E-2 1.03 11:00 a.m. - 12:QQ p.m. 9.34 11:00 p.m. - 12:00 a.m. 0.83 E-2 F-1 1A ® Renton System -Wide 1.2 X 1.0 I --- d a 08 _. - - —-....... . L 0.6 11:00 a.m. - 12:00 p.m. 0.94 11:00 p.m. - 12:00 a.m. 1.01 O 0A 0.2 0.0 bD OD Ob Dp .OD OOOD pD OD Db OO bD �� • '�,' �• p. p. Nb. NI -11, ND. Hour Hourly Demand Pattern'' Hourly Hourly Time Multiplier Time Multiplier 12:00 a.m. - 1:00 a.m. 0.99 12:00 p.m. - 1:00 p.m. 0.85 1:00 a.m. - 2:00 a.m. 1.00 1:O0 p.m. - 2:00 p.m. 0.80 2:00 a.m_ - 3:O0 a.m. 1.04 2:00 p.m. - 3:00 p.m. 0.80 3:00 a.m_ - 4:00 a.m. 1.12 3:00 p.m. - 4:00 p.m. 0.74 4:O0 a.m_ - 5:00 a.m. 1.09 4:00 p.m. - 5:00 p.m. 0.81 5:00 a.m. - 6:00 a.m. 1.09 5:00 P.M. - 6:00 P.M. 0.90 6:00 a.m. - 7:00 a.m. 1.05 6:00 p.m. - 7:00 p.m. 0.96 7:00 a.m. - 5:00 a.m. 0.96 7:00 p.m. - 8:00 p.m. 1.12 8:00 a.m. - 9:00 a.m. 1.06 5:00 P.M. - 9:00 P.M. 1.34 9:00 a.m. - 10:00 a.m. 1.05 9:00 P.M. - 10:00 P.M. 1.22 10:00 a.m. - 11:00 a.m. 0.98 10:00 P.M. - 11:00 P.M. Figure F-1 Renton System -Wide Summer Diurnal Pattern * Note: Diurnal Patterns are based on SCADA Water System Plan Update data from 7/19/2009 to 81112009. �I F-1 1.08 11:00 a.m. - 12:00 p.m. 0.94 11:00 p.m. - 12:00 a.m. 1.01 F-1 F-2 1.6 ® Renton System -Wide 1.2 .Q 1.0 w 2 0.8 0.6 x 0.4 0.2 0.0 .3 1 1 ......... _ .r. -r-... - 1-- - i ..- -i---- --- CC) O Hour Hourly Demand Pattern* Hourly Hourly Time Multiplier Time Multiplier 12:00 a.m. - 1:00 a.m. 0.60 12:00 p.m. - 1:00 p.m. 1.47 1:00 a.m. - 2:00 a.m. 0.42 1:00 p.m. - 2:00 p.m. 1.40 2:O0 a.m. - 3:O0 a.m- 0-41 2:00 p.m. - 3:00 p.m. 1.23 3:00 a.m. - 4:O0 a.m. 0-42 3:00 p.m. - 4:00 p.m. 1.10 4:00 a.m. - 5:00 a.m. 0-40 4:00 p.m. - 5:00 p.m. 1.11 5:00 a.m. - 6:00 a.m. 0-65 5:00 p.m. - 6:00 p.m. 1.0$ 6:00 a.m. - 7:00 a.m. 1.05 6:00 p.m. - 7:00 p.m. 1.13 7:00 a.m. - 8:00 a.m. 1.15 7:00 p.m. - 8:00 p.m. 1.14 8:00 a.m. - 9:00 a.m. 1.23 8:00 P.M. - 9:00 P.M. 1.08 9:00 a.m. - 10:00 a.m. 1.31 9:00 P.M. - 10:00 P.M. 1.02 10:00 a.m. - 11:00 a.m. 1.40 10:00 P.M. - 11:00 P.M. 0.95 11:00 a.m. - 12:00 p.m. 1.46 11:00 p.m. - 12:00 a.m. 0.80 Figure F-2 Renton System -Wide Winter Diurnal Pattern * Note: Diurnal Patterns are based on SCADA Water System Flan Update data from 1118/2009 to 1/3112009. F-2 F-2 Appendix L WELLHEAD PROTECTION PLAN EXECUTIVE SUMMARY Wellhead protection is a means by which a community can actively and efficiently protect its drinking water resources. Wellhead protection is preventative in nature, rather than reactive and aims at preventing contaminants from entering the area of land around water supply wells. The wellhead protection area includes: "the surface orsubsurface area surrounding a water well or wellfield supplying a public water system, through which contaminants ore reasonably likely to move toward and reach such well or wellfield" (US EPA. 1987). The City of Renton aquifer protection efforts began as a recommendation in its 1983 Water System Plan. A Well Field Monitoring Study delineating Aquifer Protection Areas/ capture zones (APA) was completed by CH2M Hill in 1988. The capture zones were updated for the 2006 Water System Plan using the Renton Groundwater Model (Modflow) in conjunction with the PATH31D particle tracking program for the downtown and Maplewood wells. Capture zones for well 5a were delineated with the fixed radius method, and capture zones for Springbrook Springs were delineated based on groundwater flow patterns and overlying surface water catchment. A overview of modeling methods utilized are presented here and a more in depth discussion of all these modeling efforts are presented in Appendix Q of the February 2006 Renton Water System Plan. The updated capture zones, Figures 2-, 5, 6, 7, will become the new Aquifer Protection Area zones. Potential contaminant sources within wellhead protection area. The inventory of potential contamination sources within the WHPA is being updated as part of Monitoring Wells Prioritization & Repair, 2011 contract. This study will conduct a risk assessment on the downtown aquifer, prioritize monitoring wells based on existing and potential contaminant source risk assessment, as well as repair and secure monitoring wells. This study will be attached to this chapter as an update upon its completion. Businesses in the redefined capture zones will be notified. The APA zones 1, 2 and 1a will also be redefined. The requirements of the Aquifer Protection Area found in the Renton Municipal Code (see Table 1-1) will be applied to businesses that meet the zone -defined criteria. Public aquifer awareness activities will continue through outreach to schools, festivals, employee training and yard care workshops. Compliance with State Wellhead Protection Requirements Executive Summary 2012-revised.doo The City complies with Wellhead Protection requirements for Group A Public Water Systems contained in Chapter 246-290-135(3) WAC and administered by the Washington Department of Health. Compliance is documented in chapters 3, 4, and 5 of this report and section 5.7. These chapters address delineation of capture zones, identification of potential sources of contamination, notification of owners and regulators of potential contamination sources, and verification that the City could continue to supply customers in the event of loss due to contamination of its primary source of water. Section 5.7 addresses coordination with emergency responders. Executive Summary 2012-revised.docl 1. INTRODUCTION 1.1 Wellhead Protection Requirements The purpose of this report is to document compliance with Wellhead Protection requirements for Group A Public Water Systems contained in Chapter 246-290-135(3) WAC and administered by the Washington Department of Health (DOH). A wellhead protection area is defined by DOH as the surface and subsurface around a well or well field contaminants are likely to pass through to reach a drinking water source. The goal of the Wellhead Protection Plan is to prevent the contamination of groundwater sources through planning and the management of existing and potential contaminant sources. The key components of a wellhead protection program are: Delineation (or definition) of wellhead protection areas. • Inventory of potential contaminant sources within wellhead protection area. • Management of wellhead protection areas to prevent contamination. 1.2 Implementation of Renton's Wellhead Protection Compliance with these requirements is part of a broader Renton city effort referred to as the "Aquifer Protection Program". This report describes how the City complies with the DOH requirements in the context of this broader program. The City of Renton began its efforts to protect its ground water supplies with a recommendation for an Aquifer Protection Program in its 1953 Water System Plan. An overturned tanker truck carrying diesel fuel near city wells motivated the City to undertake a Well Field Protection Study and acquire Maplewood Golf Course as a location for an alternate supply. By 1986, the City had established a network of groundwater monitoring wells and petitioned and was granted by the EPA Sole Source Aquifer status and protection. This designation helps to protect the aquifer by making sure that "no commitment for federal financial assistance (through a grant, contract, loan guarantee, or otherwise) may be entered into for any project which the Administrator determines may contaminate such aquifer through a recharge zone so as to create a significant hazard to public health, but a commitment for federal assistance may, if authorized under another provision of law, be entered into a plan or design the project to assure that it will not so contaminate the aquifer." Designation of the Aquifer Protection Area ( combined "1 -year Capture Zone", "5 -year Capture Zone", and "10 -year Capture Zone" areas within the City limits) by the Renton City Council came in 1988. Shortly thereafter, an aquifer awareness program was initiated with a Centennial Clean Water Fund Grant. An Aquifer Protection Ordinance passed by the City Council in 1992, placed restrictions on the storage and handling of hazardous materials in the Aquifer Protection Area. The Aquifer Awareness Program continues today and Renton has been designated as a Groundwater Guardian Community by the Groundwater Foundation. The 2012 plan begins the task to align the 1, 5, and 10 -year capture zones that were developed for the 2006 Water System Plan with the Aquifer Protection Area. The new capture zones were delineated using the Renton Groundwater Model (Modflow) in conjunction with the PATH31D particle tracking program for the downtown and Maplewood wells. Capture zones for well 5a were delineated with the fixed radius method, and capture zones for Springbrook Springs were delineated based on groundwater flow patterns and overlying surface water catchment. The updated capture zones can be seen in Figures 2-3, 5, 6, 7. The businesses in these zones will be notified that they are in the Aquifer Protection Area. The City's Aquifer Protection Ordinance will be applied to these new areas as well as any overlap with old APA zones. The Water Utility samples a network of monitoring wells to provide an early warning of contaminants present in production well capture zones. This enables the City to optimize use of production wells to avoid drawing contamination, if present in the aquifer, into the drinking water distribution system. The monitoring plan is currently being reviewed and updated to evaluate contamination sources and prioritize risks as well as rejuvenation of the wells. 1-2 ADD ANY UPDATES Table 1-1: Chronology of the Development of Renton's Aquifer Protection Program 1983 to 2010 ACTION OR EVENT YEAR Water System Plan recommends Aquifer Protection Program 1983 Tanker truck carrying diesel fuel overturns on 1-405 and spills its contents 1983 City Council authorizes Well Field Protection Study 1983 Well Field Protection Study completed by CH2M Hill and recommendations adopted by City Council 1984 Maplewood Golf Course acquired for use as future well field to provide back up for downtown aquifer 1985 Development of Maplewood supply 1986-1999 Well Field Monitoring Study completed by CH2M Hill; Includes installation of monitoring wells, provides ground water quality and flow information for the downtown aquifer, estimates interaction with the Cedar River, and 1986-1988 delineates the Aquifer Protection Area; Initiates ongoing early -detection water quality and water level monitoring program Initiation of ground water quality monitoring using a network of monitoring wells 1986 (ongoing) Olympic Pipe Line Company petroleum spill in Maple Valley; City monitors progress of cleanup to ensure no 1986-1993 contamination of downtown wells. Sole Source Aquifer Petition prepared by CH2M Hill and submitted to EPA {approved in 1988}. 1986 Aquifer pumping test recommends aquifer management techniques that can be used in the event of a spill to prevent contamination of production wells. 1987 Texaco service station gasoline spill detected in monitoring well; City works with owners to ensure adequate 1987-1989 cleanup and compensation for City expenses. Tetrachloroethylene contamination detected in a monitoring well possibly from dry cleaner; Requested owner change waste disposal practices; Monitoring and operational changes to ensure that plume does not enter 1988 (ongoing) production wells; Concentrations decline over time. Underground storage tank secondary containment ordinance adopted by City Council prior to state preemption of local ordinances; Ordinance requires replacement with double wall tanks of all single-wall tanks in one-year 1988 capture zone for downtown wells within 18 months. Designation of Aquifer Protection Area by City Council (Zone 1 is one-year capture zone and Zone 2 is greater than 1988 one year, up to City limits) Installation of additional monitoring wells 1988 Replacement of leaking sewers in vicinity of Downtown Wellfield 1988-1996 Development of two-dimensional computer model of aquifer 1989 Aquifer awareness program initiated with Centennial Clean Water Fund matching grant awarded by Washington 1989 (ongoing) Department of Ecology/Water Quality Financial Assistance Program The Monitoring Well Installation Project undertaken with Centennial Clean Water Fund matching grant awarded by Washington Department of Ecology/Water Quality Financial Assistance Program (consulting team of RH2 1990-1993 Engineering and Pacific Groundwater Group); Early warning monitoring well network expanded and additional water quality and ground water flow data obtained Development of three-dimensional computer model of downtown and Maplewood aquifers by Pacific Groundwater Group 1991-1994 Lining of leaking storm sewers in immediate vicinity of downtown wellfield 1991 Development of Water Quality Database by Economic and Engineering Services; Later enhanced to include water 1992 {ongoing) levels and to relate to City Geographical Information System. Coordinate with King County on aquifer protection in the unincorporated area via Cedar Basin and Nonpoint 1992 (ongoing) Action Plan Adoption of Aquifer Protection Ordinance by Renton City Council places restrictions on storage and handling of hazardous chemicals in the Aquifer Protection Area among other protections; Annual facility inspection program 1992 {ongoing} begins 1-5 ACTUO OR EVENT YEAR Amended water meter rates for the purpose of funding staff to further implement Aquifer Protection Program 1992 Heating Oil Tank Study (SCS Engineers) estimates risk of contamination and identifies relative risk associated with various neighborhoods in Aquifer Protection Area 1944 Maplewood Treatment Plant construction completed 1995 Groundwater Guardian Team formed; Renton designated as Ground Water Guardian Community by Ground Water Foundation. Ongoing annual designation. 1996 (ongoing) Compliance with Wellhead Protection Requirements implemented by the Washington Department of Health; Includes susceptibility assessment, delineation of 1, 5, and 10 -year capture zones for wells and spring, identification of potential sources of contamination, notification of owners and agencies, coordination with 1997 (ongoing) emergency responders, and contingency plan to supply customers in the event of loss of downtown aquifer due to contamination. Tetrachloroethane (PCE) is detected in well PW -8 during routine sampling. PCE is later detected in wells, RW -1, RW -2 & RW -3, and PW -9 as well as in groundwater monitoring wells MW -18, MW -19, MW -20, MW -24, MW -31S, MW -40 and MW -42. The contamination is traced to wastewater ponds and waste soil mixing areas located on the Stoneway property next to Cedar River Park. July and August 1998, Stoneway removes waste concrete slurry from 1997 four ponds found to contain PCE contamination. In addition Stoneway removes waste soil stored on site in the waste soil mixing area which was also found to be contaminated with PCE. Sampling revels the levels of PCE contamination begin to drop in City wells. Aquifer Protection Regulations amended 1998 Aquifer Protection Regulations amended 2000 Employee Training for Aquifer Protection booklet developed 2001 500 -gallon limit on total quantity of hazardous materials allowed at one facility in Zone 1 went into effect. Two facilities, each with about 40,000 gallons of hazardous materials, either close or remove all but 500 gallons 2002 Aquifer Protection Regulations amended 2002 Olympic Pipeline Risk Assessment and Leak Detection Feasibility Study completed ; Identifies potential methods to improve leak detection 2004 Stoneway moves their concrete batch plant and begins cleanup of the property located next to Cedar River Park 2008 Alignment of Aquifer Protection Area with capture zones delineated by Renton Groundwater Model 2011 Letter of compliance from Olympic Pipe Line Company (OPLC) which outlines their compliance with Renton Ordinance #4572 (Pipeline Franchise Agreement) for the years 2009 & 2010. Also submitted the latest version of 2011 their Spill Response Plan (dated April 20091. Study to determine connection to Cedar 1-6 2. PROTECTION AREA DELINEATIONS by SOURCE The City of Renton draws its water from four distinct sources. These are described below and their locations are shown on Figure 2-1. 2.1 Cedar Valley Aquifer The primary source of the Renton municipal water supply is the Cedar Valley Aquifer, designated a Sole Source by the EPA in 1988. The aquifer boundaries correspond to the areal extent of the post-Vashon alluvium of the lower Cedar River Valley. Aquifer materials occur almost continuously between Renton and Cedar Falls (Figure 2-2). This shallow aquifer is physically susceptible to contamination since there is no confining layer between the land surface and the water table to retard the downward migration of hazardous chemical spills or other releases of contaminants. In the downtown Renton area especially, it is also vulnerable to degradation due to the presence of numerous potential sources of contamination. In the vicinity of the wellfield constructed in downtown Renton, the aquifer consists of coarse-grained sediments deposited at the mouth of the prehistoric Cedar River during the last glacial period. The water table is approximately 23 feet from the surface and the aquifer has an average thickness of 70 feet. Soils overlying the aquifer are silt, sand, and gravel while the aquifer itself is comprised of coarser, very permeable sandy gravel. Aquifer transmissivity is estimated to range from about 1 to 2.3 million gallons/day-foot (gpd/ft). Assuming transmissivity of 1.3 million gpd/ft, hydraulic conductivity is on the order of 2,500 ft/day. Recharge is local, both from direct precipitation and subflow. The Department of Health contamination susceptibility rating of wells located in the Cedar Valley Aquifer is "moderate to high". The City operates six production wells in the Cedar Valley Aquifer. Wells RW1, RW2, and RW3 each have a pumping capacity of 2,200 gpm and are screened at depths ranging from 50 to 105 feet. Well EW3 may be used in an emergency, its capacity is 1600 gpm and it is screened from 40 to 70 feet below ground surface. Wells PWS and PW9 have pumping capacities of 3,500 and 1,200 gpm, respectively. The wells are screened at depths ranging from 50 to 105 feet. 2.1.1 Cedar Valley Aquifer WHPA Delineation The Renton Groundwater Model was developed to simulate the groundwater flow system in the Renton vicinity in three dimensions. The model was constructed using Modflow, the US Geological Survey finite difference computer code (McDonald & Harbaugh, 1958). The model simulates areal recharge, concentrated recharge along the edges of uplands, groundwater interactions with the Cedar River and Lake Washington, springflow along the North Uplands (including Maplewood Creek baseflow), pumping withdrawals, and subflow across model boundaries. Capture zones were delineated using the Renton Groundwater Model in conjunction with the PATH3D particle tracking program. Figure 2-3 shows the areal extent of the 1-, 5-, and 10 -year capture zones associated with pumping the downtown wellfield. In extent, they are largely 2-I limited to the lowland surficial aquifers (deltaic and Cedar Valley alluvial aquifers). The 1 -year capture zone occurs exclusively in the lowland aquifers, whereas portions of the 5- and 10 -year capture zones extend beneath the southwest corner of the North Uplands. In addition, a portion of the 10 -year capture zone in the deltaic aquifer extends beyond the model boundary. Near the southwest corner of the model domain (near the old Black River channel) the 5 -year capture zone approaches the model boundary and the 10 -year capture zone occurs outside of the model domain. Where the 10 -year capture zone lies outside of the model domain, the 5 - year travel time was used to extend the boundary. Extension of the 10 -year capture zone also considered geologic constraints (bedrock occurrence) in the old Black River channel to estimate groundwater flow directions. The 10 -year capture zone outside the model domain is dashed to indicate the uncertainty associated with this poorly characterized area outside of the model domain. Capture zones delineated for groundwater flow beneath the North Uplands are representative of average groundwater velocities in these areas. A nose -shaped projection of the 5- and 10 -year capture zones delineated along the western edge of the North Uplands is dashed to convey uncertainty. This boundary is based on indirect evidence suggesting concentrated groundwater flow in this vicinity. 2.2 Springbrook Springs About fifteen percent of the City's current water supply comes from Springbrook Springs located at the extreme southern city limits. A water -bearing sand and gravel layer enclosed in a thick sequence of glacial till intercepts the surface on the hillside at Springbrook Springs. Two infiltration galleries collect and channel from 300 to 500 gpm into the transmission pipeline. The Springs have not been extensively studied. The recharge area has been estimated by combining the surface area draining to the Springs with the estimated groundwater recharge area. The latter is based on well driller reports for wells in the vicinity of the Springs. The Department of Health contamination susceptibility rating of the Springs is "moderate to high", although the delayed response of discharge to seasonal precipitation suggests that, due to overlying till, the Springs may be of low susceptibility. 2.2.1 Springbrook Springs WHPA Delineation Springbrook Springs emits from undifferentiated Vashon glacial sediments (Hart Crowser, 1975). The springs are located on the west side of the Renton South uplands (Figure 2-4), at an elevation of approximately 200 feet above mean sea level (NAV 1929). The dashed green line on Figure 2-5 showing the delineated surface water area that contributes to the springs, was based on topography. The groundwater area of contribution was delineated by calculations based on hydrogeologic mapping. Figure 2-5 also shows the recommended WHPA travel time zones. The 1 -year travel time zone includes those portions of the overall area of contribution within 3,100 feet of the spring, plus the entire surface water catchment. The 5 -year time of travel zone occupies areas between the 1 -year travel time zone and a distance of 9,200 feet from the spring. The 10 -year time of travel WHPA was identified as areas extending beyond the 5- year zone which likely contribute groundwater to 2-2 the springs. The 10 -year zone was extended upgradient to a groundwater divide identified by the USGS (1995) near Lake Youngs. 2.3 The Maplewood Production Aquifer The Maplewood production aquifer is located east of the downtown area under the Maplewood Golf Course. It serves as a redundant source of supply for the vulnerable downtown aquifer. The Maplewood aquifer is believed to extend northward into hydrostratigraphically-correlated zones beneath the North Uplands. It ranges from 70 to 120 feet thick and is encountered from approximately 135 to 345 feet below the golf course. The Maplewood aquifer is confined with evidence of some leakage. Gradients are predominantly upward. Estimated transmissivities range from 49,000 to 76,000 gpd/ft with corresponding hydraulic conductivity ranging from 94 to 128 ft/day. Recharge is believed to occur predominantly from the North Uplands while discharge occurs in the Cedar Valley via upward flow to the alluvial aquifer east of the bedrock narrows shown on Figure 2-2. Other recharge and discharge points may exist. The Department of Health contamination susceptibility rating of the Maplewood aquifer is "low". Production wells completed in the Maplewood aquifer,PW11, 12, and 17, have pumping capacities of 2,500, 1,500, and 1,500 gpm, respectively. These wells are screened at depths ranging from 284 to 344 feet below ground. 2.3.1 Maplewood WHPA Delineation Capture zones for the Maplewood wellfield were delineated using the same Renton Groundwater Model in conjunction with the PATH31) particle tracking program that was also used to delineate the Cedar Valley Aquifer WHPA. The capture are shown on Figure 2-6. The 1 -year capture zone is largely limited to the Cedar River Valley, whereas the 5- and 10 -year capture zones extend beneath the North and South Uplands. The southeast portions of the 5- and 10 -year capture zones extend beyond the model boundary. Hydrogeologic conditions in this area have not been well defined, and simplifying assumptions were required to approximate the capture zones outside of the model domain. Capture zones delineated for groundwater flow beneath the North Uplands are representative of average groundwater velocities in these areas. Because modeled aquifer properties for the sediment -filled bedrock valley beneath the South Uplands are unknown, reasonable estimated values were employed. In a similar fashion to the North Uplands, assumptions of uniformity within model layers provide model estimates of average groundwater velocities in these South Uplands sediments. 2.4 Well 5A Well 5A is located near the northern city limits east of Lake Washington. This well has a pumping capacity of 1500 gpm and is completed in a sand and gravel aquifer zone approximately 280 to 390 2-3 feet below ground (about -42 to -152 feet mean sea level). The aquifer zone is overlain by stratified glacial deposits of fine to coarse sand and gravel layered with silt and clay. The recharge area for Well 5A is not known but there are some indications that the well may be withdrawing from the Maplewood production aquifer which is believed to extend northeasterly from the Maplewood area. The Department of Health contamination susceptibility rating of Well 5A is "low". 2.3.1 Well 5A WHPA Delineation Because little hydrogeologic characterization has been performed in the Well 5a area and groundwater flow patterns have not been characterized, the calculated fixed radius (CFR) method was used to delineate the time travel boundaries (Figure 2-7). Well pumping rate, estimated porosity of the aquifer, and open or screened interval of the well used for the CFR were assumed to be same as t he Maplewood aquifer. 2-4 FIGURE 2-1. Water Supply Sources k. wl.ro A+r �e� P'� Y { [j �N 41 � w. u r 7 y I aMnnainOnBtc, ESi. nVgl'sPnueglSd9 •chnicaericesh, P n,.d run r 21x14 APA Zone t ® APA Zone 1 Modified APA Zone 2 Renton City Limos 10 Well or Spring Locations Well 5A 4 Q —_ w/ swom— 1 ICs a t � Spr" gbrook i S r gs t sMSt 0 1 Mile 2 Mile Figure 2-1 City of Renton Water Supply Sources and Aquifer Protection Areas 2-s FIGURE 2-2. 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I I E O O 0'p I l v 1 1 i l l l l l l l l l l l l l CO 000 0 O 00 O 0 O 0 11!111111;111111111€'11111111111111111111; 1111 000. 0 :111111111111111111i111111111111111i1!1!1!1!11 2-6 Figure 2-3 Downtown Wellfield Capture Zones f il, nl Nen Mn 2-7 Figure 2-4 Model Domain PON A O V(T n O i a a K b O i s / z ooy a w \f Z m m s Oc OK O Z p o co 3 a n O A A G s ro G =N 7 2-8 :8 o.: PON A O V(T n O i a a K b O i s / z ooy a w \f Z m m s Oc OK O Z p o co 3 a n O A A G s ro G =N 7 2-8 Figure 2-5. Springbrook Springs Capture Zone. V - L 2-9 Figure 2-6. Maplewood Welifield Capture Zones 2-10 1-7-- J!, . NM.' -0000 Figure 2-7 Well SA Capture Zones 2-11 w 0000 3. CONTAMINANT SOURCE INVENTORY, RISK ASSESSMENT AND NOTIFICATION OF OWNERS AND AGENCIES An essential element of the wellhead protection is an inventory of all potential groundwater contaminant sources in and around delineated wellhead protection areas. The purpose of the inventory is to identify past, present and proposed activities that may pose a threat to the aquifer. This section presents an inventory and assessment of risks to the City of Renton's groundwater sources. The potential contaminant source inventory and assessment were conducted using techniques consistent with current Department of Health guidance documents. 3.1 COMPILATION OF POINT SOURCE INFORMATION Potential point sources of groundwater contamination located within the 10 -year capture zones of the City of Renton water supply wells were identified using the following sources of information: Department of Ecology Confirmed and Suspected Contaminated Sites Report This list contains information about sites that are undergoing cleanup and .sites that are awaiting investigation and/or cleanup. Department of Ecology Underground Storage Tanks and Leaking Underground Storage Tanks - Lists and Information Washington State currently regulates active tanks including gas stations, industries, commercial properties, and governmental entities. While the UST data file contains information on both operational and closed USTs, we report only the active tanks. Department of Ecology Hazardous Waste Generators Database Ecology provided us with a listing of hazardous waste generators regulated under the federal and state regulations. City of Renton Aquifer Protection Area Facilities Database The City of Renton has identified businesses and other entities within the Aquifer Protection Area that store more than 20 gallons of hazardous material. These sites are referred to as "facilities storing hazardous materials" in this report. 3.2 POINT SOURCES OF CONTAMINATION Point sources include USTs, LUSTS, Facilities Storing Hazardous Materials, Confirmed and Suspected Contaminated Sites, Resource Conservation and Recovery Act (RCRA) sites, solid waste facilities and cemeteries. 3-1 Table 3-1 presents a list of Facilities Storing Hazardous Materials that are located within the City of Renton capture zones. 3.2.1 Facilities Storing Hazardous Materials The Water Utility regulates facilities located in the Aquifer Protection Area that handle and store hazardous materials. The purpose of this program is to ensure that hazardous materials are handled in a manner that prevents their release to the environment where they may contaminate the aquifer. 3.2.2 Underground Storage Tanks USTs identified for this project are those regulated by Ecology. The Department of Ecology regulates USTs in accordance with WAC 173-360. Tanks excluded from this list are: home heating oil tanks, tanks closed before 1990, tanks smaller than 100 gallons, process system tanks, wastewater tanks, vaults, lagoons, sumps, natural gas tanks, home or farms (noncommercial) motor fuel tanks, septic tanks, and tanks inside buildings. USTs in the Ecology database include new, old, closed, and operational USTs, typically located at gas stations, maintenance facilities, the airport, and truck fleet facilities. The purpose of the UST management program is to reduce groundwater contamination, which has been historically common from this source category. The regulation required tank upgrades, leak detection devices, and liability insurance as of December 1998. USTs typically contain hydrocarbon fuels and waste oils that may contaminate groundwater. If leaked, the fuels may either migrate as a separate phase or dissolved in groundwater. It is unlikely that free petroleum product would enter a well. Fuel constituents most likely to dissolve out of fuel into water at concentrations problematic for drinking water are light aromatic hydrocarbons (benzene, toluene, xylene, and ethylbenzene) and total petroleum hydrocarbons (TPH). The aromatic constituents comprise typically less than 30% of the total fuel mass. These components, when they are dissolved in groundwater, have the following subsurface migration characteristics: They move in the same direction as groundwater They move marginally slower than groundwater They are consumed over time by microbes in the ground (they biodegrade) 3.2.3 Leaking Underground Storage Tanks LUSTs are USTs with reported releases of petroleum fuels to the ground under WAC 173-360 (Underground Storage Tank Regulations). Sites with large releases of petroleum fuel but no UST may also be included. The UST section above describes the character of petroleum fuel migration and risks in the subsurface. Ecology relies heavily on voluntary "Independent Remedial Actions" for LUST remediation. Independent remedial actions are designed to allow owners of contaminated properties to quickly and economically remediate sites. They are therefore commonly performed by owners of LUSTs using written Ecology guidance, but with little Ecology input during the cleanup process. 3-2 Independent remedial action reports are required to be submitted to Ecology after completion of work. 3-3 3.2.4 Home Heating Oil Tanks The City of Renton conducted a Home Heating Oil Tank Study and concluded that home heating oil tanks constitute a risk to the water supply (SCS Engineers, 1994). The total number and distribution of tanks were estimated using information based upon the King County Assessor's parcel database indicating home heating type. Tanks in this database likely include those currently in use as well as those that are unused. Figure 3-1 presents heating oil tank density in the City of Renton. The risk posed by home heating oil tanks is migration of petroleum fuel constituents to wells with moving groundwater, as discussed under the UST category. Areas with the highest tank density are in the one-year, five-year, and ten-year capture zones of the Downtown wells and in the five-year and ten-year capture zones of well 5A. Most of the tanks in the APA are 30 to 44 years old. Compared to gasoline and diesel, heating oil contains relatively low concentrations of the toxic and mobile petroleum fuel components described above under USTs, which may account for the fact that the City has not experienced a documented contamination of wells due to heating oil tanks. However, the large number of heating oil tanks and their ages contributed to the identification of risk by the City in the 1994 study. 3.2.5 Confirmed and Suspected Contaminated Sites The purpose of the Washington State Toxics Cleanup Program is to clean up sites with contaminated soil or water in accordance with the Model Toxics Control Act (WAC 173-330) and an extensive body of related guidance. Sites on the Confirmed and Suspected Contaminated Sites List are those with non -petroleum contaminants, or sites with petroleum and non -petroleum contaminants, in soil or water. LUSTS and other sites are not included if only petroleum chemicals are present, unless the contamination volume is unusually large. The risk posed by these sites is migration of contaminants to wells (or other receptors). Because contamination at these sites has been identified and registered with Ecology, migration is usually monitored and damage to wells can be averted. Nonetheless, these sites, along with LUSTs, represent the locations of registered releases of hazardous chemicals to the ground in the well capture zones. 3.2.6 Hazardous Waste Generators Federal and state rules promulgated under the authority of the Resource Conservation and Recovery Act (RCRA) regulate facilities generating, transporting, treating, storing, and disposing of hazardous wastes or extremely hazardous wastes. The rules establish a system to track hazardous wastes from generation to disposal. Hazardous wastes are those wastes defined in WAC 173-303 (Dangerous Waste Regulations) as threats to human health or the environment. The risk posed by hazardous waste generators is the illegal disposal or spillage of waste within the well capture zones. Ecology's Hazardous Waste and Toxics Reduction Program perform management and permitting of these sites. The Local Hazardous Waste Management Program in King County implements a program to ensure that hazardous waste from small quantity generators does not end up in sanitary sewers and landfills. King County and the cities in King County jointly implement this program. A small quantity generator is a facility generating less than 220 pounds of hazardous waste, or 2.2 pounds of extremely hazardous waste, per month. Table 3-1 lists large and medium 3-4 quantity hazardous waste generators but does not list small generators unless they are otherwise included in the list under other criteria. 3.2.7 Solid Waste Facilities Two landfills, Mt. Olivet and Renton Highlands, are within the City of Renton. Both are just outside of the ten-year capture zone of the downtown wells. The Mt. Olivet landfill operated from approximately 1977 to 1990. The landfill was permitted to only accept construction, demolition, and land clearing waste. There is no documentation showing that any other waste was accepted. Leachate is not sampled regularly. Sampling in 1996 by Public Health Seattle/King County detected zinc, chromium, petroleum, and thalates in the leachate, all well below concentrations allowed in drinking water. Sampling for groundwater impacts by the landfill has been ongoing since 1990 first by Golder Associates, then Pacific Groundwater Group, and finally the Water Utility since 1995. Contaminants of concern have not been detected in concentrations that clearly indicate contamination by the landfill or that would not meet drinking water standards. Pacific Groundwater has determined that groundwater flow in the shallow aquifer beneath Mt. Olivet Landfill flows to the north/northwest away from City production wells. It is also likely that the shallow aquifer daylights along the step hillside of the North Upland and would be carried by surface waterflows. Given these observations, the landfill does not presently appearto be a significant threat to City wells. The Renton Highlands Landfill is described by the King County Abandoned Landfill Study (Seattle - King County Department of Health, 1985) as a sand and gravel pit converted to a burning dump/landfill, which operated from the 1940's to the 1960's. The study states that ash from burned domestic waste generated by an adjacent housing development was disposed in the landfill. No records were found indicating that hazardous waste had been disposed there. An investigation of this landfill was conducted in 2000 during development review for a new self - storage facility. Brick, glass, asphalt, wood debris, concrete and ceramic materials were found in soil borings to fifteen feet deep. Ecology determined that one area that was contaminated with petroleum did not require remediation. Otherwise, the pit was filled with clean earth materials. Contaminants were not detected in groundwater. 3.1.8 Cemeteries There are no cemeteries within the Renton capture zones. Cemeteries are considered by the USGS to be a possible source of groundwater contamination. Formaldehyde, methanol, arsenic, and mercury may have been used in past or present embalming practices. field studies have shown that dissolved organic carbon, sulfate, chloride, and various nitrogen species may also be associated with cemeteries in concentrations above background (USGS Merit Proposal). Non -point sources include pipelines, storm water infiltration basins, sewers and septic tanks, and transportation sources. 3-5 3.2.9 Petroleum Product Pipelines Two Olympic Pipeline Company (OPL) pipelines run through the City of Renton Aquifer Protection Area Zone 2. The lines transport refined gasoline {60%), diesel (25%), and turbine fuel (15%) from Ferndale -Cherry Point and Anacortes refineries to Seattle, Renton, Sea -Tac, and Portland. Pacific Groundwater Group has produced a separate report, the Draft Olympic Pipeline teak Detection Feasibility Study (1997), which gives a detailed analysis of the potential for pipeline leakage. The OPL pipelines are shown on Figures 3-1 and 3-2. Forty fuel leaks occurred over the entire length of the OPL between 1966 and 1996 Of those 40 leaks, 19 would not be detectable by current, routine monitoring practices. The leaks not detectable by routine practices were mostly those reported by third parties (typically a backhoe operator). Only nine of the leaks occurred on main pipe sections (locations other than facilities or appurtenances). The estimated return period for any OPL leak within Benton City limits is more than 100 years, and for an OPL leak that is NOT associated with a facility or appurtenance, the estimated return period is many hundreds of years. A return period is the average rate of occurrence of an event over a large number of occurrences. These return periods are typical of relatively large, modern, petroleum fuel pipelines elsewhere in the nation. Field experience, and simulations performed with PGG's Renton groundwater model, indicates that the likelihood of OPL contaminating the City's downtown wells is very small, even in the event of a release. Field experience is based on a 1986 leak in which an estimated 80,000 gallons leaked from the OPL in the Maplewood neighborhood and contaminated the alluvial aquifer and the Cedar River. Under the extreme pumping conditions assumed in the MODFLOW modeling analysis, the alluvial (uppermost) aquifer capture zone of Maplewood wells PW -11 and PW -17 extends near to, and possibly includes, the OPL. The capture zone in the alluvial aquifer is important, because the OPL has discharged contaminants to this aquifer. 3.2.10 Storm Water Several governmental agencies in Western Washington have recognized the potential for groundwater contamination from storm water. King County's Surface Water Design Manual (King County 1994) requires impervious liners for wetponds, water quality swales, and other water quality treatment facilities located over rapidly draining soils. Washington Department of Ecology's Storm Water Management Manual for the Puget Sound Basin requires storm water treatment prior to infiltration to protect groundwater quality (Ecology, 1992). The City of Renton's storm water regulations prohibit storm water infiltration within Zone 1 of the City's APA. These regulations also require that water quality facilities and conveyance to such facilities be lined to preclude infiltration if soils are highly permeable. The literature regarding the capacity of storm water infiltration to contaminate groundwater is not consistent. However, it is likely that the capacity is variable and dependent on constituent attributes such as mobility, abundance, and soluble fraction (EPA, 1994); and site attributes such as soil type and depth to groundwater. Constituents likely to pose a threat include mobile organic compounds, pathogens such as bacteria and viruses, and metals with a high soluble fraction such as zinc and nickel. Other studies indicate that pesticides and petroleum hydrocarbons are a concern (Adolfson, 1996). 3-6 3.2. 11 Sewers and Septic Tanks Wastewater disposal systems pose a risk from both naturally occurring organic wastes and toxic chemicals. Discharge of organic wastes occurs wherever septic systems are used. Organic wastes include naturally occurring chemicals such as nitrate that can degrade water quality when discharged in sufficient quantities. Discharge of toxic chemicals into septic tanks is most commonly a problem in commercial or industrial settings with on-site septic systems. A smaller risk exists from septic tank cleaners and other cleaners that could be discharged by homeowners. It is highly unlikely that there are any septic systems within the ten-year capture zone for the downtown wells. They are prohibited in the one-year capture zone for downtown wells and are allowed elsewhere infrequently if City sewers cannot be provided to a building lot. There are septic systems in the unincorporated areas of King County that are primarily in the capture zones for deeper wells for which septic tanks present a relatively low risk. Sewers pose less of a risk since the wastewater is conveyed to a treatment plant. However, sewers can cause contamination if wastewater leaks out of fractured pipes or improperly sealed joints. This contaminant pathway, commonly referred to as exfiltration, may have resulted in groundwater contamination from the dry cleaning facility just west of the downtown wells in 1988. Aquifer protection regulations now require that wastewater collection pipes meet pipeline specifications that prevent leakage of sewage into the aquifer. Older wastewater conveyance that was subject to leakage in the vicinity of the downtown wells has been replaced in recent years with pipe that meets current specifications. Figure 3-2 shows the location of major sewer lines in the City of Renton. 3.2.12 Transportation of Hazardous Materials Trucks carrying hazardous materials travel through the Renton capture zones daily. Highways in the area include Interstate 405 and the Maple Valley Highway. These highways pass through the one-year, five-year, and ten-year capture zones of the Downtown wells, Maplewood wells, and Well 5A. A little -used Burlington Northern rail line crosses the downtown wellfieid and extends up Lake Washington. The rail lines pass through the one-year, five-year, and ten-year capture zones of the downtown and Maplewood wells; and through the five-year and ten-year capture zones of well 5A. The locations of railways in the City of Renton are shown in Figure 3-2. Transportation of hazardous materials poses a risk to groundwater as a result of accidents and the resulting release of contaminants to the ground. Travel speeds, traffic density, volumes and nature of hazardous materials, conditions of roads and tracks, spill containment measures, and driver training are variables defining the degree of risk. Statistics maintained by the WSDOT for 2003 (70% reported) state that: ■ 8.3 percent of reported accidents statewide involve large trucks (compared to 5 percent in 1996, our last report); 3-7 ■ Within the segments of SB 169 and 1405 for which we requested data, nearly 20 percent of accidents involved large trucks. ■ The percent of reported accidents statewide involving large trucks in which hazardous materials were transported was near zero; and ■ The percent of reported accidents statewide involving large trucks in which hazardous materials were released was zero (compared to less than one percent in 1996). These statistics suggest that large truck accidents are on the increase statewide but that there are significantly more accidents involving large trucks in the vicinity of City wells than elsewhere, perhaps due to the nature of local commerce. The statistics also indicate that the risk of hazardous material spills from truck accidents is very low. There could be reporting errors and other confounding factors in this data. Improvements in packaging and transport of hazardous materials could also be a factor. We were unable to obtain data on the percentage of large trucks transporting hazardous materials. However, it seems unlikely that no accidents involving large trucks carrying hazardous materials would have occurred. It also seems unlikely that no hazardous materials would be released given the impacts to fuel tanks during an accident. So while data suggest a low risk, they aren't conclusive. The rail line adjacent to the downtown wells receives limited use by freight and a recreational "dinner" train. It is unlikely that hazardous materials are transported on this line. Its primary use is to transport airplane parts from Boeing's Auburn plant to its Renton plant. While a derailment can rupture a fuel tank, our experience locally has been that such spills are readily cleaned up since they are of limited size. However, a derailment very near to our downtown wellfield could cause sudden and severe short-term water supply disruption. The City has contingencies to deal with such an event. Please refer to Chapter 5 for further discussion. 3.3 SOURCE RISK ASSESSMENT An assessment was performed to facilitate the prioritization of future risk mitigation efforts. Sites and non -point sources posing relatively high risks to city wells are identified in Table 3-2. The data used to create this Table have not been updated in 2004 because the basis of the table is qualitative in nature and the types of contaminant sources and contaminants have remained fairly constant. The one significant exception is that risk has been reduced within the one-year capture zone for downtown wells since the requirement to reduce hazardous materials in Zone 1 to 500 gallons came due in October 2002. One gas station left the area and Stoneway Concrete built a new plant outside of the capture zones for City wells leaving less than 500 gallons at their site within Zone 1. The risk ranking method considered the following variables: • Release likelihood • Volume of contaminant • Mobility/persistence/likely concentration relative to MCL • Proximity to well • Number of sites 3-8 Values of 1, 5, or 10 were assigned to the release, volume, and mobility variables. The values were assigned as follows: A release likelihood of 10 was assigned to Confirmed and Suspected Contaminated Sites, and the transportation category. USTs, LUSTS, heating oil tanks and Facilities Storing Hazardous Materials were assigned a risk value of 5, although, LUSTs may pose less risk than USTs because LUSTS have been identified and are managed by Ecology. Other sites were given a release risk value of 1. • A volume factor of 10 was assigned to large contaminant volume sites such as pipelines, stormwater, Confirmed and Suspected Contaminated Sites, sewers and solid waste facilities. USTs, transportation and Facilities Storing Hazardous Materials were assigned a factor of 5 and small volume sites such as heating oil tanks and RCRA generators were assigned a factor of 1. A mobility/persistence factor of 10 was assigned to site categories likely storing chlorinated solvents. Those sites include Confirmed and Suspected Contaminated Sites and RCRA generators. Site categories likely storing gasoline (USTs, LUSTS, pipelines, transportation), Facilities Storing Hazardous Materials, sanitary sewers and septic systems, and sites with unknown chemicals were assigned a factor of 5. Other facilities releasing only inorganic contaminants or non -gasoline fuels were assigned a factor of 1. • Either the actual number of sites in the database or the size of a potential non -point source release area was used to quantify the number of sites within each capture zone. For a given travel time capture zone, risk was assigned by multiplying the number of sites by release, volume, and mobility factors, and then dividing by the capture zone travel time in years (1-, 5-, or 10 -years). Capture zones were used to represent distance, and are the denominators in the risk equation because risk is inversely proportional to distance. No consideration was given to relative distance within a travel time capture zone. Relative risks were assigned as Relatively High, Medium, or Relatively Low based on the result of the risk calculation. Despite the quantitative approach, the results of the risk analysis should be considered qualitative because of the considerable uncertainty inherent in any ranking of this nature. Further error was induced because the capture zones depicted are the furthest extent from which groundwater could travel in a given time and enter the well regardless of depth. Therefore, although contamination generally originates at the surface, the capture zone depicted may be in a deeper aquifer, which is vertically separated from the source of contamination. Based on this neglected factor alone, sources near the downtown wells pose a greater threat than similar sources near the Maplewood wells. 3.3.1 Downtown Wells The downtown wells are subject to the highest risk of groundwater contamination due to the density of population and industry in their capture zones. Table 3-2 indicates that the contaminant sources designated "Relatively High" are in the downtown capture zones. The sources posing relatively high risk are Confirmed and Suspected Contaminated Sites, USTs, LUSTS, heating oil tanks, Facilities Storing Hazardous Materials, and transportation. Most of the 61 USTs and LUSTS within the 1 -year and 5 -year capture zones are associated with automotive businesses and likely contaminants are petroleum hydrocarbons and possibility solvents. There are four Confirmed and 3-9 Suspected Contaminated Sites within the five-year capture zone of the downtown wells. Two are automotive related sites and the one is the Renton School District warehouse_ Transportation of hazardous materials poses a high relative risk to the one-year capture zone of the downtown wells. The high risk is due to the short (4 year) return period. Four incidences of contamination have occurred within the capture zone of the Downtown wells: the Texaco leak of 1988, the PCE detection of 1988, and the Stoneway incident of 1997. Each is described below. 3.3.1.1 Texaco, 1988 In 1988, Well 3 was used only as a standby well and has not been used since the contamination incident. Well 3 is located at the northeast tip of Liberty Park, across the street from a Texaco service station. Routine sampling and verification sampling in early January 1988 detected concentrations of dissolved hydrocarbons in Well 3. The City installed a network of monitoring wells around Well 3 and around the Texaco station to assess the source of the contamination. The highest observed concentrations of benzene, toluene, and xylene were 100 parts per billion (ppb), 110 ppb, and 120 ppb respectively. Texaco located the source of the leak in a splice in the gasoline dispensing system liner. Remedial measures and repairs ultimately undertaken included: • Nine monitoring wells were installed • Two recovery wells were installed and pumped to sewer • Well 3 was pumped to Cedar River • Soil vent wells were installed • Standby motor for Well 3 was purchased • Liner was reinstalled in the line area and spliced by factory trained representative • Liner trenches were regraded to direct leaks to the sump. • Leak detection system was substantially improved 3.3.1.2 PCE Detection, 1988 During sampling related to the Texaco incident of 1988, PCE was detected in downtown monitoring wells. The following two paragraphs summarize the occurrence of the PCE in the downtown well field in two discrete periods: PCE was detected in six City of Renton monitoring wells (MW -6, MW -18, MW -19, MW -21, MW -22, and MW -24 in the downtown aquifer in the spring of 1988. The contaminated wells are northwest of wells RW -1,2,3. By 1990, PCE concentrations had declined to below detection limits effective at that time (0.5 ppb) after a dry cleaning facility stopped discharging PCE contaminated water to a sanitary sewer near the contaminated wells, and after the sewer was lined. Based on these data it was concluded that the likely source of PCE in the downtown wellfield in 1988 was the dry cleaner. Dry cleaners are typically listed as RCRA generators in the database downloaded for this project because they RMIC generate waste solvent; however, they may also be small quantity generators that would not occur on the Ecology database. Dry cleaners are also Facilities Storing Hazardous Materials. From 1990 to 1997, continued monitoring indicated that PCE concentrations were barely detectable in six monitoring wells (MW -6, MW -19, MW -20, MW -21, MW -22, MW -24) with the new lower detection limit of 0.2 ppb. Only wells MW -6 and MW -20 had concentrations above 0.5 ppb. 3.3.1.3 PCE Detection, 1997 In lune 1997, PCE was detected in PW -8 at 0.55 ppb after an extensive period of time with wells RW -1, 2, 3 as lead wells. This indicated a new source or changed PCE condition in the aquifer. The City switched to PW -8 as the lead well to protect wells RW -1, 2,3. By August 1997, PCE concentration in PW -8 rose to 3.6 ppb and the City switched back to a RW -1, 2, 3 lead. In September 1997, PW -8 and MW -18 reached unprecedented PCE concentrations of 4.4 and 5.6 ppb, respectively, and PCE was detected at MW -31S (near Stoneway Concrete — southeast of the production wells) for the first time. Therefore, PW -8 began pumping to waste continuously and wells RW -1, 2, 3 were placed on first -call to supply the City drinking water. The objective was to use PW -8 to protect wells RW -1, 2, 3 while RW -1, 2, 3 supplied the City water. Also, this pumping arrangement was planned to create a steady-state flow field that would enhance the likelihood of locating the new PCE source. Pacific Groundwater Group conducted a study to assess the source of the RCE in the spring of 1998. Further information is contained in a report titled Stoneway Tetrachloroethene (PCE) Assessment, Renton, Washington, 1988. The study included use of the MODFLOW groundwater flow model and sampling of groundwater, soil, sewer, and concrete waste. The study concluded that the PCE detected in PW -8 in 1997 probably entered the ground on the Stoneway Concrete property. The model estimated a groundwater travel time on the order of 1 month between the suspected source areas and PW -8. Results of the sampling indicated that a source of mixed chlorinated hydrocarbons, non - chlorinated hydrocarbons, and inorganic contaminants exists within the concrete wastewater ponds and an area where waste soils are mixed with waste concrete from the ponds. The organic chemicals detected include those found in fuels, solvents, paints, and other liquid organic products. The inorganic chemicals are probably directly associated with cement manufacturing. Near the source area, the groundwater plume contains both organic and inorganic contaminants. The organic, non -chlorinated contaminants like those in fuels (toluene, xylene, and naphthalene) generally move more slowly and degrade more rapidly than the chlorinated contaminants like PCE. Acetone and the ketones move fairly rapidly but they also degrade rapidly. Therefore, these compounds are not detected downgradient. PCE is the contaminant of greatest concern because it is relatively mobile, persistent, and it is migrating at a concentration that is high relative to the drinking water maximum concentration level, or MCL of 5 ppb. The report included recommendations to protect the City's source of groundwater including source removal, identification of best management practices, groundwater monitoring, and groundwater remediation. Stoneway implemented several actions to reduce the likelihood of further releases, including cessation of soil/concrete mixing on site. However, more extensive evaluations, and possible extensive re-engineering of wastewater management facilities may be 3-11 required to resolve Ecology Notice of Violation No. DE 98WQ-N272 dated January 22, 1999. This violation cites State Water Quality Standards and Sand and Gravel General Permit WAG SO -3301, which prohibit all groundwater and surface water discharges. In addition, the City has determined that the land use at Stoneway Concrete is incompatible with the Aquifer Protection Area. In summary, tetrachloroethene contamination at the source and in groundwater appear to be abating; however, inorganic contaminants continue to degrade groundwater quality very near City drinking water wells and this contamination requires abatement. Stoneway Concrete is presently regulated by the City as an APA facility. However, it is also listed as an UST and RCRA site in the Ecology database downloaded for this project. It is believed that the UST and RCRA designations are no longer accurate. 3.3.1.4 Sewer tine Damage 2001 In December 2002, a geotechnical consultant hired by the City of Renton Transportation Division to do soils investigation for the widening of Maple Valley Highway augered a 6 -inch hole through King County's 42 -inch Cedar River Trunk sewer line in Cedar River Park near Well 9 based upon an incorrect locate. Well 9 had not been in use for some time at the time of the incident. It was initially thought that hole extended only through the top of the pipe. One day later it was determined that the hole extended through the bottom of the pipe allowing wastewater to be discharged to the subsurface. King County immediately installed a temporary plug to seal the hole in the pipe. A permanent repair was completed within approximately ten days. The County's drilling contractor installed a temporary monitoring well within a few feet of the break. The County took samples from this well several times over the subsequent week and detected low levels of sewage -related contamination on several occasions. Wastewater was not released to the surface of the ground or to any adjacent surface water body. The Water Utility contracted with our geohydrology consultants, Pacific Groundwater Group (PGG), to assess the potential risk of contamination to the City drinking water supply. Using our computerized model of groundwater flow, PGG estimated the probable direction of flow and time of travel of potential contaminants in relation to operating wells. Conservative estimates indicated that it would take a number of months before contaminants could reach the City's wells. This would give us time to investigate the release and implement contingencies, if needed. On December 20, PGG conducted an investigation of groundwater quality in the immediate vicinity of the break by using geo-probes to collect groundwater samples. Sewage -related contamination was not detected. It was concluded that the likelihood of health threats at water supply wells was very low and it was expected that the City would be able to operate wells using normal procedures. As an extra precaution, the Water Utility sampled emergency supply well EW3 on February 4, 2003, to confirm earlier results. The Utility continued to sample wells according to Washington Department of Health requirements and did not detect sewage contamination. 3.3.2 Maplewood, Springbrook, and Well SA 3-12 USTs, heating oil tanks, Facilities Storing Hazardous Materials, pipelines, septic/sewer and transportation pose medium risk to the Maplewood wells. There are six registered USTs and LUSTs within the Maplewood 1 -year and 5 -year capture zones and two Confirmed and Suspected Contaminated Sites within the 5 -year and 10 -year capture zones. Only sewers/septic rank as medium risks to Springbrook Springs. There is only one point source site (an UST) within the 1 -year and 5 -year capture zones of Springbrook Springs. Sewers/septic systems and transportation pose medium risk to Well 5A. In addition, there is one UST within the 1 -year capture zone. In the 5 -year capture zone, there are three UST's (all gas stations) and five Facilities Storing Hazardous Material. 3.4 NOTIFICATION OF OWNERS AND AGENCIES Department of Health (DOH) regulations require that the City notify owners and operators whose property or operations may pose a risk of groundwater contamination, that they are located in the capture zones identified in Chapter 2 (Figures 2-3, 2-5 2-6 and 2-17). The city is also required to notify regulatory agencies and local governments of the boundaries of the capture zones. The Water Utility notified the owners and operators of the sites listed in Table 3-1 of their location in the capture zones shown. The letter of notification is included in this report as Exhibit 3-1. The Water Utility sent a letter, map of capture zones, and copy of Table 3-1 to agencies that have authority over potential sources of contamination. The mailing list is included in this report as Exhibit 3-2 and the letter is included as Exhibit 3-3. Adjacent local governments will receive a copy of the Water System Plan including the Wellhead Protection Plan. 3-13 Table 3-1: Potential Point Sources of C ontamination in Captut•e Zones - 2012 Update SITE NATE STRIEETSTRIElETKAW I CNMAW ZDW TMVFL71MA F AM SIfE UST Kennydale Chervn K*nnydale Shell 1416 1416 N3Cth St N 30th St 5A SA S' .,,. 5 Y J Mlar5pil Residence MIC Conyie� AUCs Services Park- P—t RENTON SCW)CL DISTRICT 0403 421, 1229 Mlounrarn View Av N Bransm Ways WV01. Ale s N 47H ST 5A —_._.........._. 130—b— Downtown Dowrmwn ION I Y I IN N N + Y V J Lockwood Renton 73 73 Bur,,m Ave N Downto IN N City of Re . Parks Man: Dins Fr•.e sSerge. 3nc St Choles Place 135 345 3Q lYlllums Ave N Faci.y PLx H Woks Aue S Dornrarm Qownixrwn...-- CowrWwn ! N --___ I I Y N N 11 Qrest 115 LLIAMIS AVE SO Do rrtuw IN f _. _..,.._..., __ City of Rmmn Parks Marntenarwx 191, Maple Valley Ory Dow" I Y 14 4 An7erican Auto Painting 310 Fa." R N Dawltmon I Y N 1j ARCO 5297 _—_._.....-...____.T 1 PARIS AVE N Dowmawr'- t ................ t Preis m T' a Aute Cale. Inc 33 inset Blvd N Darnt� ._._ L Y 3wr ay Con 1915 Maple Valley Hwy Dcwr k wr t Y City of Rentor Shops 11CQ Bronson Way N Dv—ta _^ .,..,..^... i Y t4 4 14 Bryart Mars, Inc. 13DQ Brornm Way N Darr7ban 7 Yaylds Auto Bodym GOODYEAR AUTO SERVICE CENTE9.08621 Aero Dyne Aviator Sao PARTNERS 7 Man Awe 5 207 G 3rd Ave PPORT WY S AIRPORT'Mr — Darnmrr Dor t— Dorno— Dvwft r f Y 51, 5 5 Y - Y.-.- RENTON HIGH SCHOOL AU , O REBPJtZ & TOW" 400 S 2ND ST 30 7TH ST_ Da bn w Dow tO 5 ly 14 .BANKERS RENT1 21 RAIN ER AVE S Dleo- owON ... .... i otrmi Pipelne Ca Sound Ford kc Arm 5238 n Custom TeaL",fo s ErS Cumwear ARCOAI.t.•PM LI I -L ZF-T fVWC2 —Maple IDI 175 g TIC —d Park Syl! Grady Way `FW4ER AYES Logan Awe S 5 =RAL -1 WAY Dornlx r& Dw ut DoOrtmrn Da.�nn r -_ 1 5 1 f 5 Y Y 4 i J 11 yr Indy Lube 13C ,RA1NI ER AVE S 5 N BOEING 57H & FARK BC:ILDING PARKAVE N GkRAGE BLDG 1013 8 fC 16F— 5 Unocal Ger Stavin 5Cr-4 blame[]Ramer Awert_re_S 5 . WALTSSERVICECENTER AwS 1 N Retina Honda SW Gmy'oiay O.M.OM. 1D - Wesw A,*A ody 54Vy Shell Sum kE308 _ ._.........__:F�s S—tot BLVD N ,RP3N ER AVE 50 - .,.-. 5Y 4 14 Nr5 La Lal A Car of Renlat um C—dy Way No IntmallilliM P— ClillInUFAMM — 5 .--._._.—..,._..,.. TRW#VLTM f1tE COOKS CHEVRON MART 11 Renton Cleansrg Curter S 3RD ST Rermn Ctr Way SW Dowry Dowi,4 n 5 5SAFEWAY S 3RD Dowrk�n 5Reno Ka Service CeKI r SW :fatly Way DowlYwn 19Sound Subaru New Car Sages Dcdge Chrysler Jep Rainier Awe S F N ER AVE S D—t— Dowriorm 5Lima 5Harolds Aim RebuRd Tru* Research & Dev�eio,,iwI tHouser%yay r"T Rau — Aire S N Do—,W— Down 5Kenn,rith 5Y01503. FUEL CENTER S 3RD AVE ST Downtwm 5 Cx Melow AM ReWld Rainier Ave S DOWTIVW .._- 5C,ar trnsan Co Inc Lke Arc S Dcy,b m 5Paccar Inc - Wo-- w Techmdgy DivisionHo<r�r Wy N Doum90 5 Semwe Opera .Scenic S4ldi N 4th St l7orntorn 5 YPolly Ave N Dorwltorm 5RiN Co Sdad VY s Trarlsfer'utaG Renton Shoppng Cenw Broin Box Car W ash 7 NE 4Vr St FORi11EAVESW WI%Il E3R AVE S Do.,Ww Downtorm. Dow t— IC IQ IpY r Y - yr uSA Mr1 Marto t5 .65 RAINIER AVE r, Downer 10—"'...'___.- Wad Ma't25tC SovdSubanrUsedCa 43 46 Rawer AwS RANI ER AVE Doxmrt Dow to t9 t9 'Nakers Renton Mli✓<ubstu Bob BMW Toyota W 150 S 6raty Way SW 7TH Dynmrn Dbwntorn I 16 Renton Honda AtmDrnobie 101 SW Grady way DbWrttr,Wr: 10 IN Y 11 83n g R� P1arn DC PARK AVE N Poantovnr 19 O"-cRpeine Ca Maplewood Pak IF Rommm R;-.duInc City of Rennin Maple cl Goff Course 3217 403DVa,L ISE BGr St y Hwy kwoud lewow 1 1 Y M: ARCOAPMMINIMARICEF 172W [40TH AVE 5E lewood 1C Kng Cmwy Park& Faaities Drvismn - GOOG CREEK WATER 8 SEWER --- _ 14818 NE 4th ISE IWND ST riryprook 16 1D Y _ __ 3-14 Figure 3-1. Residential Heating and Oil Tank Densities in Capture Zones. Fig— 4-2 CD Lo ticlg nrvt%vn A=Aii—& C) 1. U.Pl— Z.. R—n v5M Sone C�sak R:— 3-15 Figure 3-2 Locations of Sewers and Railroads in Capture Zones. SAIdAtl Zl L -V!- f4—and HMI—ds dsrc» Canrs J�-r 3-16 Table 3-2. Sites and Non -Point Sources Posing Relatively High Risks To City Wells Relatively Ilish Medium kelaliccly Low 11 NA Nm A icablc - m silcs of this Lyjx in Ibis c!pturc ume I -Year Ca tare TDM 3 -Year 10 - Year Wlvnlnlm I Conuminalcd Sites RCRA General— NA NA NA us,r LUSI NA NA NA Hcahn& Oil Facilities 51urin 11a Mal. NA Solid Waste NA NA NA Hi lines NA NA NA Facilities smrin g I laa Mel, NA NA Slarmsrstcr Solid Wastc NA NA S—asiscIpffic 1'i Iir NA Ccntmmira NA NA NA Maplmood Trans rt Conuminmed Sites NA RCRA i .mesmus NA Usf NA NA NA Lust Trams Beeline Oil NA Well SA Comaminaud Sites NA Facilities slm- ilaz Mal. NA NA RCRA Grn rwom NA Solid Wade NA NA NA Pipelines NA Lust NA NA NA lfcatin Oil -,�V ,sc lic Facilities smrin Ilac. Mat. NA Cemelaries NA NA NA NA Trans NA pi line; Relatively Ilish Medium kelaliccly Low 11 NA Nm A icablc - m silcs of this Lyjx in Ibis c!pturc ume 3-17 I -Year 'aplurc 70111 5 -Year 10 Year Slsingbr A Conlaminatcd Sias NA NA NA RCRA L;ery"wry NA NA NA UST NA Lust NA NA NA I letamu 0,1 NA NA NA Facilities smrin g I laa Mel, NA NA NA Solid Wastc NA NA NA 1'i Iir NA NA NA ste mwater Sclr'Cfs7sc Ic Ccmclarics NA NA NA Trams NA Well SA Comaminaud Sites NA NA NA RCRA Grn rwom NA NA Usr NA Lust NA NA NA lfcatin Oil Facilities smrin Ilac. Mat. NA NA Solid Wamc NA NA NA pi line; NA NA NA .1ormmler Str•psf is l:enselm65 NA NA NA IT—,pmt 3-17 Exhibit 4-1 Letter of Notification to Business Owners and Operators (hate) (name and address) SUBJECT: RENTON WELLHEAD PROTECTION AREA Tear Facility/Property Owner, The City of Renton has developed a Wellhead Protection Program as required by state health regulations in order to protect the drinking water supply for our customers. As part of this program, we have mapped the area frorn which groundwater travels to our wells and spring within a period of ten years. This area is referred to as a Wellhead Protection Area. Following the mapping of the Wellhead Protection Area, we conducted an inventory of potential sources of groundwater contamination within the area. To our best knowicdge, your business or site IMS the potential to affect our customer's drinking water quality. The criteria for this determination arc that the activity involves the use or storage of hazardous chemicals or it has been determined that the site is already contaminated. As required by the Washington Department of Health, we are notifying you of your location in the Wellhead Protection Area. YOU may already he taking strong measures to prevent the release of chemicals to the ground and storm drains. If there is room for improvement in your practices, we hope that this notification will inspire you to take stronger precautions. Also as required by state law, we have reported our findings to regulatory agencies that may have authority over the types of activities that occur at your business. "Pito intent is that, during their routine contacts with you, they will be aware that containment of chemicals is of particular concern. These agencies should be able to assist you with proper management of your business or site to prevent groundwater contamination. If your site is already known to be contaminated and cleanup is not in progress, we strongly encourage you to enter the Voluntary Cleanup Program with the Washington Department of Geology to facilitate rapid and adequate cleanup. Please contact Steve Alexander, Toxics Cleanup Supervisor, at 425-649- 7054 for Further information. Please contact me at 425-430-7211 (eboatsman(dci.renton.wa.uc) should you have questions about our Wellhead Protection Program or wish to discuss ways in which we can work together to protect Renton's drinking water. 1 can also help you get in contact with agencies that have programs to assist you. Thank you for your support and cooperation. Sincerely, Carolyn Hoatsman Aquifer Protection Coordinator 3-18 Exhibit 4-2. Agencies Notified of Capture Zones and Potential Sources of Contamination. Captain Bill Hilton Chicf Lowell Porter Steve Alexander Washington State Patrol Washington State Patrol LUST I UST / Contaminated Sites 2803 156th Ave. SE P.O. Box 4201 WA State Dept. of Ecology Bellevue, WA 98007 Olympia, WA 98504-2601 3190 160th Ave. SE Bellevue WA 98008-5452 Peter Christiansen Julie Sellick Bill I Icaton Solid Wastofinanciat Assistance liazardous Waste /'Toxics Reduction Solid Waste Program WA State Dept. of Ecology WA State Dept. of Ecology Public Health Seattle/King Co 3190 160th Ave. SE 3190 160th Ave. SE 999 3rd Ave, STE 700 Bellevue, WA 98008-5452 Bellevue, WA 98008-5452 Seattle WA 98104 Greg Bishop Wally Swofford Ann Wick On Site Sewage Program Local Hazardous Waste Pesticide Management Public health Seattle/King Co Mgmt Program WA State Dept of Agriculture 14350 SE Eastgate WY Public Health SeattlelKing Co. P.O. Box 42589 Bellevue, WA 98007 999 3`d AVE, S'rE 700 Olympia, WA 98504-;589 Seattle, WA 98104 Todd Bender Sylvia Kantor Natural Res. Conservation Svc U.S. Env. Protection Agency WSU King County Extension Renton Field Office Ofc. Ground Water WD - 133 919 SW Grady Way, Suite 120 935 Powell Ave SW 1200 Sixth Avenue Renton, WA 98055-2980 Renton, WA 98055 Seattle WA 98101 Mike Stephens, P.G. _ David Christensen Ron Straka Environmental Division Wastewater Engineering Surface Water Engineering WA State DOW 1055 S. Grady Way 1055 S_ Grady Way P.O_ Box 47332 Renton, WA 98055 Renton, WA 98055 Tutnwater, WA 98501 Stan Engler, Carole Washburn, Exec, Sec. Sarah Ogier Fire Prevention Bureau WA Utilities & Transp. Comm. Water & Land RcsourcesJDNR 1055 S. Grady Way P.O. Box 47250 King Street Center Renton, WA 98055 Olympia, WA 98504-7250 201 S Jackson, STE 600 Seattle, WA 98104-3855 3-19 Exhibit 3-3. Letter of Notification to Agencies and Local Governments. (date) (name, address) SUBJECT: RENTON WELMEAD 1'ROTECrj,1Ori AREA Dear: The purpose of this letter is to notify you of the location of City of Renton Wellhead Protection Areas as required by the Department of flealth (WAC 246-290-135). The City provided water to an estimated 54,900 people in the City limits from 14,630 service connections in 2003. This is in addition to 551 connections outside of the City limits. We operate four distinct water supplies as shown on the enclosed map_ The contamination susceptibility rating assigned by the Department of Health to our water supplies is: Downtown wells: moderate to high susceptibility Springbrook Springs: moderate to high susceptibility Maplewood wells: low susceptibility. Well 5A: low susceptibility The enclosed maps show the 1, 5, and 10 -year capture zones for our wells and spring source. The boundary of the 10 -year capture zone constitutes the boundary of our Wellhead Protection Area for each source. Groundwater contamination that occurs within Wellhead Protection Areas has the potential to reach our drinking water supply, Contamination that occurs within the capture zones for the downtown wells and Springbrook Springs has a high probability of reaching our water supply due to the susceptibility of these sources to contamination and to our primary dependence upon these sources. It is therefore of great importance to the City that all reasonable steps be taken to ensure that sources of contamination and/or land uses regulated by your agency do not contaminate our customer's drinking water supplies. Please contact me at 425-430-7211 (cboalsman cr ci.renton.wa.tts) should you have questions about our Wellhead Protection Program or wish to discuss ways in which we can collaborate to protect Renton's drinking water. We thank you for your support and cooperation- Sincerely, ooperationSincerely, Carolyn boatsman Aquifer Protection Coordinator 3-20 4. CONTINGENCY PLAN FOR LOSS OF THE DOWNTOWN AQUIFER The Contingency Plan's purpose is to provide "for the location and provisions of alternate drinking water supplies for each public water system in the event of well or well field contamination" (WAC 246-290-100). The Washington Department of Health (DOH) Wellhead Protection Guidance Document, June 2010, identifies six key elements to be included in the Plan to ensure that Renton's "water system, and local officials are prepared to respond to emergency situations and able to provide alternative sources of drinking water." Contingency Plan Elements: • Identify maximum water system capacity in relation to source, distribution system, and water rights restrictions. Assume loss of largest groundwater source. Evaluate the water system's expansion options within current water rights and availability. • Identify existing or potential interties with other public water systems and evaluate the ability to deliver water if the largest groundwater source is lost, including costs associated with the purchase or delivery of alternate supplies. • Evaluate current procedures and make recommendations on contingency plans for emergency events. * Identify future potential sources of drinking water, and describe quality assurances and control methods to be applied to ensure protection of water quality prior to utilization as a drinking water supply. + Maintain a current list of appropriate emergency phone numbers 4.1. Maximum Water System Capacity. Renton's supply is derived from five water sources: the Cedar Valley Aquifer, Springbrook Springs, the Maplewood Aquifer, the recharge area for Well 5A and SPU supply interties. For the City's primary supply, it maintains and operates six wells within the Cedar Valley Aquifer and three wells within the Maplewood Aquifer. It also has Springbrook Springs, a single artesian spring, and Well 5A, which is the only well that the City operates within that particular recharge area. The largest source would be the Downtown Aquifer, which consists of wells RW1, RW2, RW3, PWB, and PW9. The capacities of the downtown aquifer wells are presented in Table 5.1. Well EW3 is an emergency backup which would also be rendered useless as it is also in the downtown aquifer. The contamination or disruption of this source would result 5-1 in a loss of 11,300 gpm (16.28 MGD). The City's wells not in the downtown aquifer are presented in Table 4-2, their total capacity is 6,300 gpm (8.7MGD). Table 4-1. City wells used for primary supply that are located in the downtown aquifer Source Capacity (gpm) Capacity (MGD) RW1 2,200 3.17 RW2 2,200 3.17 RW3 2,200 3.17 PW8 3,500 5.04 PW9 1,200 1.73 (EW3)* 1,500 (1.44)* Total capacity to be replaced 11,300 16.28 *Emergency use only, when RW -1, RW -2, RW -3, PW -8 or PW -9 is out of service. 5-2 Table 4-2. City wells/springs to be used for emergency supply that are not located in the downtown aquifer Source Capacity (gpm) Capacity (MGD) PWll 2,500 3.60 PW12** 1,500 2.16** PW17** 1,500 2.16** PW5A 1,250 1.44 Springbrook Springs 1,050 1.51 Total capacity 6,300 8.7 **Either PW -12 or PW -17, not both 4.2. Expansion Options The City has 13 water right certificates and 5 permits. A thorough discussion of the City's water rights is presented in Chapter 6, Water Supply, Water Rights, and Water Quality. A summary of the City's existing water rights for municipal supply is presented in Table 6-1. The total instantaneous flow rate from the certificated rights is 15,152 gpm. The annual rights equal 14,809 acre feet per year, was set by DOE and is less than the sum of the City's annual rights shown on its certificates. Currently the Maplewood wells are used as alternate sources only but the City may try perfecting water rights certificates for these wells. For the current planning period, the City's forecasted water rights are the same as its existing water rights. 4.3 Interties The capacity available from alternate City wells plus emergency interties with adjacent suppliers is 19,495 gpm (26.15 MGD). Given average high -day demand of 14.14 MGD (Chapter 3), this capacity would be adequate to supply the City's customers. Implementation of the Water Shortage Response Plan would help reduce demand and further ensure the City's capability to supply customers on a long-term basis. 5-3 The City maintains emergency funds in the capital account of the Water Utility to help defray the costs of loss of a wellfield. In addition, the City has invested in improvements to transmission, pumping, and storage to accommodate production of water from the alternate wellfields in the event of an emergency. Table 4-3. Emergency sources available via intertie with other suppliers* Source Capacity (gpm) Capacity (MGD) Tiffany Park BPS (SWD #39) 1,050 1.51 Fred Nelson BPS (SWD #34) 925 1.33 Boeing Customer Service Training Center Fire PRV (SWD #24) 2,800 2.88 PRV #28 (SWD #33) 700 1.01 PRV #35 (SWD #38) 700 1.01 PRV #6 (SWD #37) 320 0.46 SWD #36 700 1.01 PRV #23 (Tukwila) 1,250 1.44 PRV #25 (Kent) 1,950 2.80 Dimmitt Booster Pump Station 2,800 4.00 Total capacity 13,195 17.45 4.4 Evaluation and Recommendations The City has both a Water System Shortage Response Plan and a Water System Emergency Response Plan. These documents address both long and short term water needs. The City 5-4 also has developed a Disaster Recovery Plan to establish policies, guidelines and procedures to quickly recover from the impacts of disasters. In grief, short and long term loss will be addressed: A. Short Term loss of the Downtown Wellfield Upon loss of the downtown wellfield due to contamination, the City will: 1. Immediately switch production to City wells not located in the contaminated aquifer; 2. Implement the Water Shortage Response Plan; 3. Activate emergency sources; 4. Run the groundwater model to aid in tracking and identifying the contamination plume; and 5. Increase monitoring in affected production and monitoring wells. B. Long Term Loss of the Downtown Wellfield If it appears that the wellfield will be unavailable for a long period of time, the City will: 1. Continue the use of alternate wellfields and emergency sources; 2. Modify the Utility's Capital Improvement Plan to improve distribution system zone -to -zone flow from alternate wells and emergency sources; 3. Assess the feasibility of treatment for the contaminated wellfield; 4. Utilize longer-term supply from Seattle; 5. Assess aquifer storage and recovery options; 6. Assess the feasibility of increasing storage for use during peak demand. 4.5 Future Potential Sources The City has a 50 -year partial requirements water supply contract with Seattle Public Utilities (SPU). Under this contract SPU will provide the city with sufficient source to meet long term needs. It is not likely that current water rights can be increased or expanded in the near future. 4.6 Emergency Contacts and Phone Numbers Calling 911 elicits response to hazardous materials spills in the well capture zones, as well as the entire City by the City of Renton Fire Department HAZMAT Unit. The Fire Department will respond as necessary and will notify the Water Utility if a release has occurred in the Aquifer Protection Area. The City of Renton Office of Emergency Management has developed a Comprehensive Emergency Management Plan to prepare for a disaster in the community. This plan 5-5 provides a framework on how government will prepare, respond, and recover from an emergency. Some of the hazards the City of Renton is vulnerable to include; earthquakes, fires, flooding, wind, snow, ice storms, hazardous materials releases, dam failure, landslides, and volcanic eruptions. The King County Local Emergency Planning Committee of King County (LEPC) would coordinate response to a major disaster such as a severe earthquake. The Water Utility's role is to provide information to Fire Department staff about drinking water wells and the aquifer, to respond to selected spills that are of particular concern, and to follow up to ensure that long term remediation, where necessary, is adequate to protect drinking water. PHONE NUMBERS Local Hazardous spill or other water emergency: Fire — 911 King County: King County has regulatory oversight for small public water systems (Group Bs) serving 2-9 connections — Washington State Department of Health regulates larger (Group A) systems such as Renton. State Department of Health: For drinking water emergencies 1-877-481-4901- Office of Drinking Water Hotline available 24/7 - the Washington Department of Health Federal EPA: For chemical or oil spills 1-800-424-8802 — National Response Center; the Washington State Department of Health Department of Drinking Water, is the point of first contact and they in turn, communicate with Federal agencies as needed. 5-b S. AQUIFER PROTECTION PROGRAM 5.1 Introduction The Renton Water System Plan recommended an aquifer protection program in 1983. In the same year a tanker truck carrying diesel fuel overturned on 1-405 near the downtown wells and spilled its contents. While this incident did not result in contamination of the aquifer or wells, it did motivate the City to begin a serious effort to identity risks to the Cedar Valley Aquifer and measures to protect the aquifer. The Wellfield Protection Study completed in 1984 characterized the hydrogeology of the aquifer, identified potential sources of contamination, and recommended a program to protect the aquifer. The City has implemented recommendations from the study in addition to other elements of a risk management program. The City, assisted by citizens and with outstanding cooperation by the business community, continues to develop and implement a comprehensive aquifer protection program. The Water Utility leads the program but nearly every other City department has some role, major or minor, in protecting the aquifer. Table 5-1 is a chronology of key actions and events in the development of the Renton Aquifer Protection Program. Major components of the program are briefly described below. 5.2 Aquifer Protection Area Aquifer protection regulations are in effect and other aspects of the program are emphasized in the Aquifer Protection Area (APA), which is comprised of the 1,5 and 10 —year capture zones. The APA was adopted by the City Council in 1988 and revised in 2002. Table 5-2. Renton Municipal Code Chapters Relevant to Aquifer Protection Citation section Title 1-3 Remedies and Penalties 4-1 Administration and Enforcement 4-3-50 Critical Areas Regulations (A,B,C, D and H) 4-4-0300 Construction Activity Standards 4-4-060L4 Fill Material 4-5-120 Underground Storage Tank Secondary Containment Regulations 4-6-03oE2,3 Drainage (Surface water) Standards 4-6-040J Sanitary Sewer Standards 4-8-120 Submittal Requirements 4-9-015 Aquifer Protection Area Permits 4-11 Definitions 5-5-5 Requirements for Business License Applications in an Aquifer Protection Area 8-5-22 wastewater Requirements that Apply within Zones 1 and 2 6-1 Currently, the APA includes three zones as follows: Zone 1: This zone encompasses the 1 -year capture zone for the downtown wells. Regulations adopted for this zone provide the strongest protection for the area that is very close to the most important and vulnerable wells. Zone 1 Modified: This zone encompasses the 1 -year capture zones for the Maplewood Wellfield and Springbrook Springs, both of which are partially outside of the City limits. Regulations are somewhat less strict than those in Zone 1 and are intended to provide appropriate protection for important wells/springs that are deep and/or partially protected by intervening layers of relatively impermeable earth materials. • Zone 2: Regulations for this zone provide a level of protection adequate for areas that are further away from the most important sources but still within the capture zone or for deep backup wells. Zone 2 encompasses: o The portion of the capture zone for downtown wells that lies between the 1 -year capture zone boundary and the City limits; o The portion of the capture zone for Well 5A that lies within City limits; and a The portion of the capture zone for Springbrook Springs that lies between the 1 - year capture zone boundary and the 10 -year boundary. The City's regulatory authority is limited to jurisdictional boundaries but it works with other jurisdictions to protect portions of capture zones that lie outside of City boundaries. Designating zones for areas outside of the city limits provides the following benefits: • Areas falling within wellfield or springs capture zones are automatically included in protected areas upon annexation; and • The City has a stronger position from which to negotiate protection with neighboring land use jurisdictions. Overall, the current APA does not coincide with the boundaries of the 1, 5, and 10 -year capture zones delineated for this report and shown on Figure 2-1. Delineation of the new capture zones is documented in Chapter 2 of this report and 2006 WSP Appendix Q. Application of the APA regulations will be transferred to the updated zones. 5.3 Compliance with State Wellhead protection Requirements The City complies with Wellhead Protection requirements for Group A Public Water Systems contained in Chapter 246-290-135(3) WAC and administered by the Washington Department of Health. Compliance is documented in chapters 2, 3, and 4 of this report and section 5.7. These chapters address delineation of capture zones, identification of potential sources of contamination, notification of owners and regulators of potential contamination sources, and 6-2 verification that the City could continue to supply customers in the event of loss due to contamination of its primary source of water. Section 5.7 addresses coordination with emergency responders. 5.4 Sole Source Aquifer Designation The Water Utility petitioned the Environmental Protection Agency (EPA) in 1986 for Sole Source Aquifer designation of the Cedar Valley Aquifer. This designation, which was granted in 1988, protects an aquifer from potential contamination or depletion which could be caused by by development that is partially funded by the federal government. The EPA reviews projects partially funded by the federal government to determine if the aquifer might be negatively affected. Appropriate mitigations may be required or a particularly damaging project could be halted altogether. Additional benefits of Sole Source designation include increased public awareness of the value of the water supply and increased attention by state and local agencies that regulate potential sources of contamination. Sole Source designation was instrumental in the Water Utility's successful negotiation with the Washington State Department of Transportation (WSDOT) to provide protection of the aquifer during construction of the S -Curve realignment of 1-405 in the early 1990's. The WSDDT agreed to implement on-site best management practices and fund monitoring of construction practices by a third party. The agreement also included design changes that would direct hazardous materials and runoff to lined detention ponds adjacent to the freeway. These ponds prevent infiltration and hold spilled hazardous materials long enough to allow removal. This protects the production wells next to the freeway and the Cedar River, which passes underneath. The ponds have contained significant diesel spills at least twice since their construction in 1993. 5.5 Aquifer Awareness Program The Water Utility has implemented a public education program since 1989. This program emphasizes awareness of the physical characteristics of the aquifer and individual behaviors that protect it. This program includes aquifer model demonstrations at school science fair nights, an educational booth at the Renton's River Days festival, and a conservation web page. Each year our Consumer Confidence Report contains educational information to help customers where their water comes from and how they can help protect the aquifer. Renton has been designated a Groundwater Guardian Community by the National Groundwater Foundation for 16 years. The Renton Solid Waste Utility also offers educational programs that, among other goals, promote aquifer protection. Their focus is on recycling and waste reduction, including minimizing the use of products that are toxic and considered hazardous waste when disposed. Solid Waste has created a demonstration garden in which pesticides are not used and teaches popular Green Gardening classes. 6-3 5.6 Aquifer Protection Regulations Aquifer protection regulations are in effect in the Aquifer Protection Area (APA). The Renton City Council adopted these regulations in September 1992 after much community input and debate. The regulations have been substantially amended two times, once in 1998 and again in 2002. This section describes the most important features of the regulations. Table 5-1 summarizes location of relevant Renton Municipal City code. Table 5-1. Renton Municipal Code Chapters Relevant to Aquifer Protection RMC Citation Chapter Title 1-3 Remedies and Penalties 4-1 Administration and Enforcement 4-3-050 Critical Areas Regulations 4-4-03007 Construction Activity Standards 4-4-060L4 Fill Material 4-5-120 Underground Storage Tank Secondary Containment Regulations 4-6-030E2 Drainage (surface Water) Standards 4-8-120 Submittal Requirements 4-9-015 Aquifer Protection Area Permits 4-9-250 Variances, Waivers, Modifications and Alternates 4-11 Definitions 5-5-5 Requirements for Business License Applications in an APA 8-5-22 Wastewater Requirements that apply within Zones 1 and 2. 5.6.1 Hazardous material restrictions Limited in Zone 1: • Hazardous materials limited to: a 500 gallons (5000 pounds) at new and existing facilities; o Containers no larger than 5 gallons (at new facilities); and o No more than 150 gallons to be opened and handled on the premises (new facilities). Banned in Zone 1: • Tetrachloroethylene (dry-cleaning fluid) Zone 1 Modified: Hazardous materials limits and ban the same as Zone 1 except that the 500 gallon limit is in effect only for new facilities. 6-4 The City prohibits the use, storage, or handling of more than 500 gallons of hazardous materials at facilities, usually businesses, within Zone 1 of the Aquifer Protection Area. All facilities were required to be in compliance within ten years of the effective date of the ordinance. In addition tetrachloroethylene, commonly used for dry cleaning, was banned. As a result of the above, three businesses either closed or relocated: a drycleaner, a gas station, and a concrete batch plant/truck fueling and maintenance facility. Very early on, the City offered limited financial compensation for relocation or closure. Only the dry cleaning facility closed within the time frame that funding was available. The definition of a hazardous material is consistent with the Uniform Fire Code and the Occupational Safety and Health Administration, and consists of a classification system that assigns a chemical to a hazard category based upon it's properties. Hazardous materials include physical hazards (e.g. explosives, compressed gases, flammable and combustible liquids, oxidizers, and organic peroxides) and health hazards (e.g. toxic substances, corrosives, carcinogens, and irritants). While the hazardous material definition includes an unnecessarily broad array of substances to be regulated for aquifer protection purposes, the City wanted to collect just one inventory of hazardous materials from facilities for purposes of both the Fire Prevention Bureau and the Water Utility. In practice, the materials that are found at regulated facilities are usually those that the Water Utility would be concerned about, e.g. petroleum products, solvents, paints, pesticides. In calculating a total for purposes of determining whether the threshold is surpassed, the Utility exempts those substances that do not present a risk. 5.6.2 Land Use Restrictions in the Aquifer Protection Area In addition to the above limits on hazardous materials in Zone 1 of the APA, the City has adopted regulations prohibiting some land uses. The Water Utility coordinates with land use planners, building permit reviewers, and staff responsible for issuing business licenses to ensure that the prohibited uses are not inadvertently allowed. The following summary of land use restrictions is provided: Prohibited in Zone 1 and Zone 1 Modified: • New underground storage tanks containing hazardous materials (one small existing underground tank remains and is slated for removal) • New heating systems using fuel oil except commercial using existing above -ground waste - oil tanks (one existing commercial using underground fuel storage remains) Prohibited in Zone 2: New heating systems using fuel oil stored in underground storage tanks Prohibited in Zone 1, Zone 1 Modified, and Zone 2: New on-site sewage disposal systems (Existing in Zone 1 required to connect; New allowed in Zone 1 Modified and Zone 2 if sanitary sewer unavailable) • New solid waste landfills and transfer stations 6-5 • Hazardous waste treatment, storage, and disposal facilities or recycling facilities • New petroleum product pipelines In addition to specific uses that are not allowed, the Water Utility has broad authority to review any proposed use in the APA and assess whether aquifer water quality is likely to be impacted. Such uses may be denied. 5.6.3 Exemptions The following uses, categories of hazardous materials, and types of facilities are exempt from most regulations: • Government emergency preparedness and response • Hazardous materials of no risk to the aquifer + Retail sale of small containers (5 gallons or less) • Residential use • Fuel and equipment tanks * City water treatment processes • Multi -family dwellings, hotels, nursing homes • Facilities with 20 gallons or less on premises 5.6.4 Regulation of Facilities Handling and Storing Hazardous Materials The Water Utility regulates facilities located in the APA that handle and store hazardous materials. The purpose of this program is to ensure that hazardous materials are handled in a manner that prevents their release to the environment where they may contaminate the aquifer. Regulations are the same in Zones 1, 1 Modified, and 2 with minor exceptions. An annual Operating Permit is required to operate a business or other facility located in the APA if more than twenty (20) gallons of liquid hazardous materials are stored, handled, treated, used, or produced on site. The corresponding threshold for solids is two hundred (200) pounds. Facilities required to obtain a permit include but are not limited to businesses, public facilities, schools, hospitals, and parks. There is no fee for an Operating Permit, which is obtained after an annual inspection confirms compliance. Operating permits can be suspended or revoked for non- compliance. The approximately 70 facilities that are subject to Operating Permit requirements have complied and obtained their permits. No permits have been suspended or revoked to date. Most owners see the importance of protecting the aquifer and seem to value their role in protecting a precious natural community resource. Water Utility staff takes a flexible, educational approach in implementing this program. Referrals to the Local Hazardous Waste Management Program in King County are often made for purposes of bringing greater expertise to bear on questions that the business owner may have, for gaining financial assistance in purchasing secondary containment or in identifying and disposing of hazardous waste, and for gaining recognition from the Envirostars Program for those facilities that do an outstanding job. 6-6 Owners are also encouraged to cooperate with and avail themselves of the knowledge offered by the City Fire Prevention Inspector. Requirements of the Fire Code, if implemented, partially meet requirements of the Aquifer Protection Code. Aquifer protection requirements are consistent with best management practices to protect the environment and the health and safety of workers. Therefore, we find that many facility owners are already implementing many aquifer protection requirements before we contact them about the requirement to obtain an Operating Permit. Aquifer protection requirements include: 1. Annual Operating Permit application 2. Annual Hazardous Materials Inventory Statement 3. Secondary containment of hazardous materials 4. Monitoring of hazardous material storage areas 5. Spill response capability 6. Spill reporting 7. Legal hazardous waste disposal and record keeping 8. Employee training 9. Complying with pesticide reporting requirements and fertilizer application limits/reporting requirements 10. Obtaining and complying with requirements of a Closure Permit when closing the facility 11. Zone 1 only: Facilities that were in existence when the regulations were adopted may be required by the City, according to specific criteria, to monitor groundwater, pave sites subject to contamination, and improve stormwater management. 5.6.5 Contaminated Sites The Water Utility keeps abreast of progress on cleanup of contaminated sites listed on the Department of Ecology's Confirmed and Suspected Contaminated Sites List and Leaking Underground Storage Tank List. The Utility coordinates with Ecology on cleanup of those sites that are of greatest concern to the City. Ecology has been very helpful in placing a priority on such sites. The City generally relies on the state program for ensuring cleanup of contaminated sites. To augment the state program, the City has adopted regulations prohibiting unauthorized release of hazardous materials. Regulations also require that the person responsible or the owner of the property on which the release has occurred report such releases to the Water Utility. Regulated facilities (those located in the APA that require an Operating Permit) are required to provide detailed information to the Utility regarding releases, including the cause and methods to prevent future releases. Cleanup progress reports must be provided until the site meets Model Toxics Control Act standards and, according to best available evidence, does not put the City drinking water supply at risk of failing to meet state standards. 6-7 5.6.6 Construction Activity Standards The City has adopted construction activity standards, effective only in the APA, that are designed to protect the aquifer. These apply if construction vehicles will be refueled on site and/or the quantity of hazardous materials that will be used or stored on the construction site, exclusive of the quantity of hazardous materials contained in fuel or fluid reservoirs of construction vehicles, will exceed twenty gallons. The Development Services Division implements these standards with the assistance of the Water Utility. A description of refueling activities that will occur on the site and an inventory of hazardous materials expected to be present is submitted to the Development Services Division prior to issuance of a permit regulating any construction activity in the APA. Permit applicants that are subject to the standards must submit a hazardous materials management statement that describes how construction activity standards will be met. The permit will not be issued until the statement is approved. The following is a summary of construction activity standards: • A designated person must be on site during operating hours who is responsible for supervising the use and storage of hazardous materials and who will take appropriate mitigating actions necessary in the event of a fire or spill; • Secondary containment of hazardous materials and refueling areas must be provided; • Access by the public to hazardous materials left on site during non -working hours must be prevented; • Construction vehicles and stationary equipment that are found to be leaking fuel, hydraulic fluid, and/or other hazardous materials must be removed from the site and the APA or repaired in place as soon as possible and may remain on the site in the interim only if leakage is completely contained; • Storage and dispensing of flammable and combustible liquids from tanks, containers, and tank vehicles into the fuel and fluid reservoirs of construction vehicles or stationary equipment must meet Uniform Fire Code requirements; • Equipment and supplies adequate for the immediate clean-up of the worst case hazardous materials spill must be stored on site in close proximity to hazardous materials; and ■ Unauthorized releases must immediately be contained, reported, and cleaned up. 5. 6.7 Fill quality Standards Fill material imported to the City may not contain contaminants that exceed Model Toxics Control Act Cleanup levels. An Imported Fill Source Statement is required for any project in Zone 1 or Zone 1 Modified if more than fifty yards of imported fill will be brought to the site. It is required in Zone 2 if more than 100 yards will be imported. The Development Services Division implements fill quality standards in the APA with the assistance of the Water Utility. A summary of information that must be provided in the fill source statement is provided below: • Source location of imported fill • Previous land uses of the source location 6-8 • Whether or not fill to be imported is native, undisturbed soil • Whether or not the source location appears on government lists of contaminated sites • Results of sampling and analysis of fill to be imported • Whether or not fill meets quality standards A source statement is not required for fill material obtained from a Washington Department of Transportation approved source. Sampling and analysis of fill material is not required if a professional engineer or geologist certifies that the fill source site has never been developed, filled, or used such that contaminants could have entered the soil. Grading permits and other permits allowing imported fill will be issued prior to submittal of the fill source statement. However, the applicant is required to submit the source statement prior to placement of fill. Construction and building inspectors check to see that statements certified by a professional engineer are on file for fill placed at construction sites. 5.6.8 Stormwater Management Requirements The City prohibits stormwater infiltration in Zone 1 of the APA to reduce the risk of infiltration of hazardous materials spills borne by stormwater. Zone 1 is largely commercial and bisected by numerous arterials, a freeway, and a state highway subjecting it to a relatively high risk of hazardous material spills. Stormwater conveyance, detention, and water quality facilities constructed in Zone 1 are subject to specifications that have been adopted to ensure that stormwater is contained within the system prior to discharge to the Cedar River. In Zone 1 Modified and Zone 2, stormwater conveyance and water quality facilities are required to be lined to allow treatment to occur prior to infiltration. There are no other restrictions on infiltration in these two zones. The City has lined major stormwater conveyance pipes nearest to the downtown wells to prevent hazardous material spills from leaking into the aquifer. 5. 6.9 Wastewater Requirements Wastewater collection pipes are subject to pipeline specifications that prevent leakage of sewage into the aquifer. Older wastewater conveyance that was subject to leakage in the vicinity of the downtown wells has been replaced in recent years with pipe that meets current specifications. New on-site sewage disposal systems are not allowed in Zone 1. Existing structures in Zone 1 that are within three hundred and thirty feet of an existing gravity sanitary sewer with capacity have been required to connect to it. On-site sewage systems are allowed in Zone 1 Modified and Zone 2 for single-family residential development if sewer is not considered to be available according to the policies of the Wastewater Utility. 5.6. 10 Secondary Containment of Underground Storage Tanks 6-9 Renton underground storage tank (UST) regulations include spill/overfill protection and monitoring for leaks similar to state regulations but they cover a broader range of USTs. The City includes smaller tanks (down to 60 gallons) and does not exempt some of the tanks exempted by the state (e.g. those that are part of a wastewater treatment facility, tanks containing wastes that are subject to federal solid waste regulations, hydraulic and electrical equipment tanks, emergency back up containment tanks, etc.). City regulations are implemented by the Fire Department and supplement the already extensive regulations related to USTs contained in the Uniform Fire Code. The Fire Department alerts the Department of Ecology should the tank appear to be out of compliance with state regulations. 3.6.11 Pesticide and Fertilizer Risk Management The Wellfield Protection Study concluded that the risk to the aquifer associated with commercial and residential use of pesticide and fertilizer was not a major threat due to limited quantities used. It cautioned against imposing restrictions on the general public that would be difficult and costly to implement. When we have tested for pesticide, none was detected. Accordingly, the City pesticide/fertilizer program primarily relies upon education and information collection. Residents are educated via our Aquifer Awareness Program to minimize use of pesticides and fertilizers. Along with the Local Hazardous Waste Management Program in King County, the Water Utility and the Solid Waste Utility distribute information regarding alternatives The City has adopted regulations that require persons who keep records of pesticide applications per Washington Department of Agriculture rules, usually commercial and institutional applicators, to provide the records to the Water Utility. The purpose of this requirement is to, over time, get a better picture of pesticide and fertilizer use in the APA. 5.7 Coordination with Emergency Responders 5.7.1 Response Procedures Response to hazardous materials spills in well capture zones is the responsibility of the City of Renton Fire Department. The Water Utility's role is to provide information to Fire Department staff about drinking water wells and the aquifer, to respond to selected spills that are of particular concern, and to follow up to ensure that long term remediation, where necessary, is adequate to protect drinking water. The Fire Department has been enthusiastic and professional in its efforts to protect the drinking water supply. The Renton Fire Department's HAZMAT Unit provides first response to any hazardous material spill within the City limits after dispatch by 911. Actions by the first arriving officer include product identification, isolation of the area, and denying entry. The spill is then contained, if possible, by such means as shutting off valves or righting containers. A spill that cannot be contained will be confined to prevent spread into drains and waterways. Plugging and diking drains or using absorbents, barricades, and booms, etc accomplishes confinement. 6-10 The Incident Commander (IC) for spills occurring in Renton is a Fire Department employee according to an agreement with the Washington State Patrol. In particular, the IC is the person -in - charge beginning with the first arriving unit. Command is transferred to ranking officers as the emergency dictates. If the IC determines that the spill will concern other City of Renton agencies, they will request activation of the Emergency Coordination Center (ECC). The ECC, which is headed up by the Fire Chief, has overall control and includes representation from each City department. Assistance in denying public entry to the affected area or in carrying out evacuation orders is provided, as needed, by the Renton Police Department. Assistance in containing a spill that poses a risk of entering storm sewers and/or surface water is often provided by the Maintenance Division of the Planning/Building/Public Works Department. The Fire Department's Hazardous Material Specialist provides technical support to the HAZMAT Unit. This specialist is notified of spills and responds as quickly as possible to the scene to assist with product identification, review of written and on-line technical data relevant to management of the spill, and, in some cases, to run tests on the product to determine it's characteristics and control. The Hazardous Materials Specialist also serves as the City's liaison to county, state and federal agencies that may be brought in to assist with a spill. The IC notifies the Water Utility if the spill occurs inside the Aquifer Protection Area (Figure 6-1). Upon notification of a spill in the APA, Water Utility staff, at their discretion, discuss details of the incident with the IC, respond to the spill in person, and/or contact the responsible party to ensure that appropriate soil and groundwater testing are done. Utility staff will follow up on both short and long-term cleanup activities to ensure that drinking water is protected. If the spill occurs at a facility regulated by the Utility, staff may require, as provided by the Aquifer Protection Code, that the owner file report(s) detailing the reason for the spill, procedural changes to prevent spills in the future, and remediation progress. The Utility may seek the assistance of the Seattle -King County Department of Public Health to assess risk associated with a contamination incident and to communicate with the public if residents or business owners have concerns regarding exposure. The IC notifies the Department of Ecology (Ecology) according to the following general guideline: Should the spill be on land, Ecology will be notified if the quantity exceeds ten gallons. A spill of any size is reported to Ecology if it reaches surface water or has the potential to do so. Ecology will respond at its discretion depending on environmental risk and whether the first responders have the spill under control. The IC may contact the EPA for assistance in responding to either very large spills or very hazardous spills. The Local Emergency Planning Committee of King County (LEPC) may be called out to coordinate response of neighboring emergency responders to respond to large or very hazardous spills. The King County LEPC would coordinate response to a major disaster such as a severe earthquake. LEPC has compiled a database of hazardous materials present at facilities that are required to report their inventory according to federal Superfund Amendments and Reauthorization Act. This information can be used to direct emergency response to those facilities that pose the greatest risk to the public. The LEPC has resources suitable for such response that local fire departments or districts may not have. 6-11 6.7.2 Clean Up Procedures Clean up of the spill can be addressed when the material has been identified and contained. If the shipper of the product or other party responsible for the spill is known and can be contacted, the IC will require them to clean up the spill or contract with an environmental cleanup firm to do so. If this is not possible, HAZMAT may clean up small spills and may attempt to recover costs later. Ecology directs cleanup activities for spills to which they respond, again attempting to get the responsible party to clean up or contract with a cleanup firm. When this is not possible, Ecology has it's own contractor clean up the spill. Costs are rarely recovered in such cases. The Washington State Department of Transportation (WSDOT) responds to spills on state or interstate highways after notification by 911. WSDOT is equipped to clean up small spills and can siphon fuel out of ruptured fuel tanks to prevent further leakage. HAZMAT and fire suppression crews carry plastic laminated maps showing well locations and the Aquifer Protection Area in trucks and command cars. Aquifer protection is taken into account in determining appropriate response to both fires and hazardous materials spills. During a fire, the IC will consider such factors as the degree to which the fire can likely be controlled, the risk to fire fighters, the toxicity and flammability of the materials stored in affected structures, and the proximity of sensitive environmental resources such as groundwater and surface water features when determining whether suppression with water and foam is appropriate. The IC may decide not to extinguish the fire and may only spray adjacent structures to prevent spread of the fire, in which case the likelihood of infiltration of contamination to the aquifer is reduced. Some of the larger and/or higher hazard facilities in well capture zones have drainage control systems. These systems direct both sprinkler and fire suppression water to a watertight pond from which it can be later removed along with any contamination associated with the incident. 6.7.3 interagency Cooperation The Water Utility and Fire Prevention Bureau work cooperatively to collect hazardous materials inventories from facilities located in the Aquifer Protection Area. 6.8 Aquifer Management Monitoring Program In addition to operations and regulatory monitoring, the Water Utility conducts aquifer monitoring designed to provide early warning of contamination moving towards production wells. Appendix 1. of the City of Renton 1996 Water System Plan contains details of the Aquifer Management Monitoring Program. In 2011/12, a risk assessment, priortization and repair and rejuvenation of monitoring wells project is being undertaken. This will produce a cost effective and risk -relevant monitoring program. The goal is to monitor production wells and nearby monitoring wells approximately quarterly for volatile organic chemicals (VOCs). Water level, used to determine the rate and direction of groundwater flow, is usually measured at the same time. Aquifer water quality and water level data, used in conjunction with a computerized groundwater flow model, enable the City to quickly make operational changes that prevent contaminated 6-12 groundwater from entering production wells. Data are also useful in determining the source of contamination. Both water quality and water level data are entered in a computerized database. Most production wells are fitted with water level transducers that measure water levels continuously and automatically transmit data to a computer database. 6.9 Countywide Efforts to Protect Groundwater The City is an active participant with the King County Department of Natural Resources, the Muckleshoot Tribe, state agencies, and citizen groups to protect and manage water resources of the Cedar River Basin. The adopted Cedar River Basin and Nonpoint Action Plan guides this effort. The Water Utility and Stormwater Utility worked to ensure that groundwater protection would be emphasized by this watershed plan in keeping with the City's perspective that protection of surface and groundwater should be an integrated effort. Actions being taken under the auspices of the Plan protect groundwater quality and promote recharge. The basin planning area encompasses approximately the same area as the Cedar Valley Sole Source Aquifer Project Review Area designated by EPA. The Water Utility played a role in development and adoption of groundwater protection policies contained in Countywide Planning Policies for Growth Management and the King County Comprehensive Land Use Plan. The former contains policies that foster groundwater protection throughout King County while the latter focuses upon rural areas only. The Utility also coordinates with the Local Hazardous Waste Management Program in King County to provide technical assistance to businesses regarding best management practices to protect public health and the environment. 6-13 Table 1-1: Chronology of the Development of Renton's Aquifer Protection Program 1983 to 2010 ACTION OR EVENT YEAR Water System Pian recommends Aquifer Protection Program 1983 Tanker truck carrying diesel fuel overturns on I-405 and spills its contents 1983 City Council authorizes Well Field Protection Study 1983 Well Field Protection Study completed by CH2M Hill and recommendations adopted by City Council 1984 Maplewood Golf Course acquired for use as future welt field to provide back up for downtown aquifer 1985 Development of Maplewood supply 1986-1999 Well Field Monitoring Study Completed by CH2M Hill; Includes installation of monitoring wells, provides ground water quality and flow information for the downtown aquifer, estimates interaction with the Cedar River, and 1986-1988 delineates the Aquifer Protection Area; Initiates ongoing early -detection water quality and water level monitoring program Initiation ofground water quality monitoring using a network of monitoring wells 1986 (ongoing) Olympic Pipe Line Company petroleum spill in Maple Valley; City monitors progress of cleanup to ensure no 1986-1993 contamination of downtown wells. Sole Source Aquifer Petition prepared by CH2M Hill and submitted to EPA (approved in 1988). 1986 Aquifer pumping test recommends aquifer management techniques that can be used in the event of a spill to 1987 prevent contamination of production wells. Texaco service station gasoline spill detected in monitoring well; City works with owners to ensure adequate 1987 1988 cleanup and compensation for City expenses, Tetrachloroethylene contamination detected in a monitoring well possiblyfrom dry cleaner; Requested owner change waste disposal practices; Monitoring and operational changes to ensure that plume does not enter 1988 (ongoing) production wells; Concentrations decline over time. Underground storage tank secondary containment ordinance adopted by City Council prior to state preemption of local ordinances; Ordinance requires replacement with double wall tanks of all single-wall tanks in one-year 1988 capture zone for downtown wells within 18 months. Designation of Aquifer Protection Area by City Council (Zone 1 is one-year capture zone and Zone 2 is greater than 1988 one year, up to City limits) Installation of additional monitoring wells 1988 Replacement of leaking sewers in vicinity of Downtown Wellfield 1988-1996 Development of two-dimensional computer model of aquifer 1989 Aquifer awareness program initiated with Centennial Clean Water Fund matching grant awarded by Washington 1989 (ongoing) Department of Ecology/Water Quality Financial Assistance Program The Monitoring Well Installation Project undertaken with Centennial Clean Water Fund matching grant awarded by Washington Department of Ecology/Water Quality Financial Assistance Program (consulting team of RH2 1990-1993 Engineering and Pacific Groundwater Group); Early warning monitoring well network expanded and additional water quality and ground water flow data obtained Development of three-dimensional computer model of downtown and Maplewood aquifers by Pacific Groundwater Group 1991-1994 Lining of leaking storm sewers in immediate vicinity of downtown wellfield 1991 Development of Water Quality Database by Economic and Engineering Services; Later enhanced to include water 1992 (ongoing) levels and to relate to City Geographical Information System. Coordinate with King County on aquifer protection in the unincorporated area via Cedar Basin and Nonpoint 1992 (ongoing) Action Plan Adoption of Aquifer Protection Ordinance by Renton City Council places restrictions on storage and handling of hazardous chemicals in the Aquifer Protection Area among other protections; Annual facility inspection program 1992 (ongoing) begins 6-)4 ACTION OR EVENT YEAR Amended water meter rates for the purpose of funding staff to further implement Aquifer Protection Program 1992 Heating Oil Tank Study (SCS Engineers) estimates risk of contamination and identifies relative risk associated with various neighborhoods in Aquifer Protection Area 1994 Maplewood Treatment Plant construction completed 1995 Groundwater Guardian Team formed; Renton designated as Ground Water Guardian Community by Ground Water Foundation. Ongoing annual designation. 1996 (ongoing) Compliance with Wellhead Protection Requirements implemented by the Washington Department of Health; Includes susceptibility assessment, delineation of 1, 5, and 10 -year capture zones for wells and spring, identification of potential sources of contamination, notification of owners and agencies, coordination with 1997 (ongoing) emergency responders, and contingency plan to supply customers in the event of loss of downtown aquifer due to contamination. Tetrachloroethane (PCE) is detected in well PW -8 during routine sampling. PCE is later detected in wells, RW -1, RW -2 & RW 3, and PW -9 as well as in groundwater monitoring wells MW -18, MW -19, MW -20, MW -24, MW -31s, MW -40 and MW -42. The contamination is traced to wastewater ponds and waste soil mixing areas located on the Stoneway property next to Cedar River Park. July and August 1998, Stoneway removes waste concrete slurry from 1997 four ponds found to contain PCE contamination. In addition Stoneway removes waste soil stored on site in the waste soil mixing area which was also found to be contaminated with PCE. Sampling revels the levels of PCE contamination begin to drop in City wells - Aquifer Protection Regulations amended 1998 Aquifer Protection Regulations amended 2000 Employee Training for Aquifer Protection booklet developed 2001 500 -gallon limit on total quantity of hazardous materials allowed at one facility in Zone 1 went into effect. Two facilities, each with about 40,ODO gallons of hazardous materials, either close or remove all but 500 gallons 2002 Aquifer Protection Regulations amended 2002 Olympic Pipeline Risk Assessment and Leak Detection Feasibility Study completed ; Identifies potential methods to improve leak detection 2004 Stoneway moves their concrete batch plant and begins cleanup of the property located next to Cedar River Park 2008 Letter of compliance from Olympic Pipe Line Company (OPLL) which outlines their compliance with Renton Ordinance #4572 (Pipeline Franchise Agreement) for the years 2009 & 2010. Also submitted the latest version of 2011 their Spill Response Plan (dated April 2009). Monitoring well Fisk assessment, priortization and repair and rejuvenation of monitoring wells 2011 Alignment of Aquifer Protection Area with capture zones delineated by Renton Groundwater Model 2012 6-15 Appendix M MUNICIPAL WATER LAW CHECKLIST TQ BE INSERTED BY CITY Appendix N AQUIFER MONITORING REPORT PACIFIC ;_' I i ; I t .'CROUP Technical Memorandum To: Tom Malphrus, City of Renton; Lara Kammereck, Carollo Engineers From: Glenn Mutti-Driscoll & Pony Ellingson, Pacific Groundwater Group Re: Appendix O Update, Aquifer Monitoring Plan for 2012 WSP, City of Renton Date: February 1, 2012 This memo presents an updated aquifer monitoring plan for use in the City of Renton's 2012 Water System Pian (WSP) update. This plan was developed concurrent with a monitoring well prioritization and repair project that Pacific Groundwater Group (PGG) is performing for the City. As significant overlap between the two projects exists and the monitoring well prioritiza- tion project continues for an additional year, recommendations in this memo may differ from fi- nal recommendations made in the monitoring well prioritization and repair report. As part of this Aquifer Monitoring Plan update, PGG reviewed the Aquifer Management Moni- toring Plan from the 2005 WSP, interviewed City of Renton personnel involved in aquifer moni- toring programs (Tom Malphrus, Abdoul Gafour, Helen Weagraff, and Craig Pray) to identify potential improvements and goals, and coordinated recommendations to be in line with the rec- ommendations being made for the monitoring well prioritization and repair project. AQUIFER MONITORING PLAN SUMMARY The City maintains 54 monitoring wells to evaluate aquifer water quality, groundwater flow paths, and changes in groundwater levels. The goal of monitoring is to provide an early warning system for contaminants present in Renton water supply aquifers and to track short term (season- al) and long term changes in aquifer water table elevations for the purposes of water resource management. The number of wells may decrease in the future as a result of decommissioning of low priority wells. The City hired PGG to assess the state of the City's monitoring wells and to recommend main- tenance, upgrades, and decommissioning as may be appropriate. The ongoing monitoring priori- tization and repair project includes prioritizing the monitoring wells based on their probability of detecting a contamination event prior to detection in production wells. Depending on final results of the assessment and maintenance recommendations, modifications may be made to the aquifer monitoring plan prior to the next WSP update. The three major components of the plan are explained in the subsections below. P 206.329.0141 F 206.329.6968 1 2377 Eastlake Avenue l .ast I Seattle, Washington 98102 1 www.pgwg_com Aquifer Water Quality Monitoring The primary objective of aquifer water quality monitoring is to detect contamination entering drinking water aquifers before contaminants can reach the production wells. A primary con- straint is that production wells are currently sampled quarterly and monitoring wells are sampled for water quality annually. Those disparate schedules are one factor influencing which monitor- ing wells should be sampled to meet the early -warning objective (as monitoring wells close to production wells are not sampled frequently enough to provide early warning). Although the monitoring well prioritization and repair project is not complete, an interim rec- ommendation is that the City collect annual Volatile Organic Compound (VOC) samples from the 12 monitoring wells listed below. Additional monitoring wells with high priority will be dis- cussed in the final report and may be included in future monitoring events at the City's discre- tion. The proposed annual sampling schedule and wells identified for sampling are listed in the following table, with wells for each sampling event listed in order of priority from highest to lowest. March (six samples) September (six samples) MW -31 S, 31D, 255, 25 D, 4, 34S MW -42, 26, 3, 5, 385, 33 Water Utility Engineering personnel will sample the wells and enter the groundwater quality da- ta into the City water quality database. Detailed sampling plans depend on well and pump configurations which will be determined through the monitoring well prioritization and repair project now underway by the City and PGG. Downtown Aquifer Water Leel Monitoring The goal of water level monitoring in the downtown aquifer is to collect sufficient water level data to allow analysis of short-term, seasonal, and long term trends, including pumping effects, river effects, and effects of urbanization. The proposed program is as follows: Measure depth to water in wells MW -1, MW -10, MW -18, MW -20, MW -21, MW -305, MW -30D, MW -315, MW -31D, MW -34S, MW -34D, OSP-9, HC -6I, MW -25S, MW - 25D, and MW -27. Collect water levels monthly, with a target of bi-weekly measurements from June through August. Measurements should be to a precision of 0.01 feet, referenced to a marked and surveyed measuring point. Elevation survey precision should be 0.01 feet. Renton Aquifer Monitoring Plan 2 FEBRUARY 1, 2012 PgG • Water Utility Engineering Section shall collect these data until determined otherwise, and water level measurements are to be entered in the City water level database. • Use pressure transducers connected to the City's SCADA system and installed in MW -8 and MW -9 to record water levels. Water level data from these wells will be stored in the SCADA System History database. These wells should have periodic manual water level measurements taken to assess transducer drift and so that data are available to correct transducer values in the event that transducer elevations change. Additional recommendations may be proposed in the ongoing monitoring well prioritiza- tion and repair project being performed by PGG, with a final report expected in Novem- ber 2012. Maplewood Aquifer Water Level Monitoring The goal of water level monitoring in the Maplewood aquifer is to collect sufficient water level data to allow analysis of short-term, seasonal, and long term trends, including pumping effects, river effects, and effects of urbanization. The proposed program is as follows: • Measure water levels in the shallow alluvial aquifer and deep Maplewood aquifer at the Maplewood Golf Course. • Use pressure transducers installed in several monitoring wells, including MW -36S, MW - 36D, MW -37S, MW -37D, MW -38S, and MW -38D. Record pressure and temperature every 10 minutes. Periodically download from the transducers and store data on the City's H drive. Water Utility Engineering Section will collect these data until determined otherwise. • As part of the ongoing monitoring well prioritization and repair project being performed by PGG, replacement pressure transducers will likely be purchased due to recurring maintenance and support issues with the existing transducers. wsp aquifer monitoring plan tech memo. doex JE1006 Renton Aquifer Monitoring Plan 3 FEBRUARY 1, 2012 PgG Appendix O WATER FACILITIES INVENTORY FORM ��u],,� WATER FACILITIES INVENTORY (WFI) FORM Quarter: 1 O1 eal t L ONE FORM PER SYSTEM Updated: 12/1512010 Printed: 10110/2011 WFI Printed For: On -Demand Submission Reason: Annual Update RETURN TO: Northwest Regional Office, 20435 72nd Ave S STE 200, Kent, WA, 98032 SYSTEM ID NO. 2. SYSTEM NAME 3. COUNTY 4. GROUP 5. TYPE 71850 L RENTON, CITY OF KING A Comm RAY SLED [MANAGER] 3555 NE 2ND ST RENTON, WA 98056 RENTON, WATER UTILITY ABDOULGAFOUR 1055 GRADY WY 5TH FLOOR RENTON, WA 98055 TITLE: ENGINEERING SUPERVISOR STREET ADDRESS IF DIFFERENT FROM ABOVE STREET ADDRESS IF DIFFERENT FROM TT ,TTN AN ,DDRESS ADDRESS :ITY STATE ZIP CITY STATE ZIP 9.24 HOUR PRIMARY CONTACT INFORMATION 10. OWNER CONTACT INFORMATION 'rimary Contact Daytime Phone: (425) 430-7400 Owner Daytime Phone: (425) 430-7210 'rimary Contact Mobile/Cell Phone: (425) 766-6171 Owner Mobile/Cell Phone: (206) 909-5441 'rimary Contact Evening Phone: (xxx) xxx-xxxx Owner Evening Phone: (XXX) xxx-xxxx -ax:(425) 430-7426 1 E-mail: Rsled@Rentonwa.gov WAC 246-290-420(g) requires that water Owner Fax Phone: systems provide 24-hour contact information I E-mail: agafour@rentonwa.gov for emergencies. 11. LITE MANAGEMENT AGENCY - SMA (check only one) of applicable (Skip to 412) n Owned and Managed SMA NAME: SMA Number: ❑ Managed Only 1-1 Owned Only 12. WATER SYSTEM CHARACTERISTICS (marc all that apply) Agricultural XHospital/Clinic 1KResidential Commercial ! Business )(Industrial IKSchool XDay Care Licensed Residential Facility Temporary Farm Worker Food Service/Food Permit XLodging Other (church, fire station, etc.): X 1,000 or more person event for 2 or more days per year gRecreational / RV Park Association County El Investor Special District BdCity 1 Town i-1 Federal F I Private r-1 State 1 22, 500,000 - SEE NEXT PAGE FOR A COMPLETE LIST OF SOURCES - IOH 331-011 (Rev- 06103) Page: 1 WATER FACILITIES INVENTORY (WFI) FORM - Continued .SYSTEM ID NO. 12. 71850 L SYSTEM NAME RENTON, CITY OF 3. COUNTY KING 4. GROUP 1 I A 5. TYPE Comm 15 16 SOURCE NAME 17 INTERTIE 18 SOURCE CATEGORY 19 USE 24 21 TREATMENT 22 DEPTH 23 24 SOURCE LOCATION LIST UTILITY'S NAME FOR SOURCE cn AND WELL TAG ID NUMBER. o c Example: WELL #1 XYZ456 IF SOURCE IS PURCHASED OR INTERTIED, LIST NAME FVRTnIP' RFA -FTI F INTERTIE SYSTEM ID NUMBER +: m r +< r M m r D r= z z ,�, w z z m m T y m D m x Z m 7n O i m$ Xt v cn m m z cp c x 0 z m z 0 ?I -n � p z c= m o m :1) a x D O D> O z o z z z c S —00 m m m z� C x� a -n m ca �^ cm3 0 c uzi m 1 A m =i i N m z 3 m SELLER'S x 1 En v m ;01 Well 1 RW -1 X X Y X X X 57 12200 SE NW 17123N 05E ;02 Well 2 RW -2X X1 Y X X X 52 2200 SE NW 17123N 05E ;03 Well 3 RW -3 X X Y X IX X 52 2200 SE NW 17 23N 05E ;04 InAct 06/1412007 Well 5 PW-5AX X Y X X X 285 1300 NE NW 05 23N 05E ;05 Spring Brook Springs X X Y X X X 1600 SE NE O6 22N 05E ;06 Well 4 X j I X X 92 100 SW SE 04 23NI 05E 107 Well 8 PW -8 X I X YJ X IX X 66 3500 SE NW 17 23N 05E ;08 77050YISeattle 77050 Y X Y X 0 SE NW 17 23N 05E ;09 Well 9 PW -9 X X Y X X X 65 1250 SW NE 17 23N 05E ;10 Wells 1,2,3 X X1 Y X X X 52 6600 SE NW 17 23N O5E ;11 Well 11 PW -11 K X Y X X X X 284 2500 NE NE 21 23N 05E 112 Well 17 PW -17 X X Y X X X X 242 1500 NE NE 21 23N 05E '13 Wells 11,12,17X X1 Y X X X X 384 5500 NE NE 21 23N 05E 114 InAct 04104!2001 Emergency WeIIX X X 45 1500 SE NW 17 23N 05E ;15 Well 12 PW -12 X X Y X X X X 310 1500 SE SE 16 23N 05E ;16 Emergency WeII EW-3RX X Y X X X 40 1600 SE NE 17 23N 05E 117 89500/Tukwila 89500 F My X 2400 OON OOE ;18 38150/Kent 381501 X Y X 1900 DON OOE ;19 38800/Skyway 38800 ML HX Y X 01 100N, 0 )OH 331-011 (Rev. 06/03) Page: WATER FACILITIES INVENTORY (WFI) FORM - Continued I. SYSTEM ID2. 71850 L SYSTEM NAME RENTON, CITY OF 3. COUNTY KING MAR APR 4. GROUP A 5. TYPE Colum JUL AUG SEP OCT 11 NOV DEC v How many part-time residents are present each month? 90 ACTIVE SERVICE CONNECTIONS DOH USE ONLY! CALCULATED ACTIVE CONNECTIONS DOH USE ONLY! APPROVED CONNECTIONS 5. SINGLE FAMILY RESIDENCES (How many ofthe following do you have?) 0 27958 Unspecified L. u imeing a ami y esi ences(Occupied days or more peryear 13265 90 90 t. Part Time Single Family Residences (Occupied less than 180 days per year) 0 !6. MULTI -FAMILY RESIDENTIAL. BUILDINGS (How many of the following do you have?) k. Apartment Buildings, condos, duplexes, barracks, dorms 2122 t. Full Time Residential Units in the Apartments, Condos, Duplexes, Dorms that are occupied more than 180 dayslyearl 14693 :. Part Time Residential Units in the Apartrnents, Condos, Duplexes, Dorms that are occupied less than 180 days/year 0 r.7. NON-RESIDENTIAL CONNECTIONS (How many of the following do you have?) ,. Recreational Services and/or Transient Accommodations (Campsites, RV sites, hoteUmotellovemight units) 1322 1322 I. Institutional, Commercial/Business, School, Day Care, Industrial Services, etc. 1251 1251 11. TEMPORARY 8r TRANSIENT USERS 28. TOTAL SERVICE CONNECTIONS FEB 30531 APR .9. FULL-TIME RESIDENTIAL POPULATION I k. How many residents are served by this system 180 or more days per 64000 14. PART-TIME RESIDENTIAL POPULATION JAN FEB MAR APR MAY JUN JUL AUG SEP OCT 11 NOV DEC v How many part-time residents are present each month? 90 90 90 90 90 90 90 90 90 90 90 90 1. How many days per month are they present? 11. TEMPORARY 8r TRANSIENT USERS JAN FEB MAR APR MAY JUN JUL I AUG SEP OCT NOV DEC L How many total visitors, attendees, travelers, campers, +atients or customers have access to the water system each rlonth? 20500 19000 20500 18800 20500 19800 20500 20500 19800 20500 19800 20500 How many days per month Is water accessible to the public? 28 12, ,A"%mULAR NON-RESIDENTIAL USERS JAN I FEB MAR APR I MAY I JUN I JUL AUG SEP I OCT I NOV DEC �. If you have schools, daycares, or businesses connected to ,our water system, how many students daycare children and/or employees are present each month? 28800 28800 28800 28800 28800 28800 28800 28800 28800 28800 28800 28800 9. How many days per month are they present? 31 28 31 30 31 30 31 31 30 31 1 30 31 33. ROUTINE COLIFORM SCHEDULE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOVDEC 90 90 90 90 90 90 90 90 90 90 90 90 35. Reason for Submitting WFI: ❑ Update - Change [_]Update- No Change ❑Inactivate E]Re-Activate ❑ Name Change ❑ New System ❑Other 36. i certify that the information stated on this WFI form is correct to the best of my knowledge. SIGNATURE: DATE: PRINT NAME: lOH 331-011 (Rev. 06/03) Page: 2 WS ID WS Name 71850 RENTON, CITY OF Total WFI Printed: l 10H 331-011 (Rev. 06103) Page Appendix P WATER LOSS CONTROL ACTION PLAN Appendix PLAN P - WATER LOSS CONTROL ACTION Introduction This Water Loss Control Action Plan (WLCAP) addresses the element of the Municipal Water Law as defined by WAC 246-290-820. It presents an overview of the activities that the City has been performing to date, a summary of estimates of authorized water use and distribution system leakage (DSL), and planned activities for further reducing apparent and real water losses within Renton's distribution system. Historical and Current Activities Leak Detection The City began a proactive leak detection program in 1994. In 1999 they purchased leak detection equipment, Subsurface Leak Correlator. They have incorporated leak detection into their routine valve maintenance program. The maintenance crew of two FTEs is assigned to checking all of the valves within the City's distribution system on a regular schedule, which allows them to cycle through the entire system in approximately 14 months. At every valve location, the crew will also use the leak detection equipment to check for any potential leaks. By incorporating the leak detection into the valve maintenance program, the crew is able to check the entire distribution system for possible leaks, on nearly an annual basis. As leaks are discovered they are repaired. Following an aggressive replacement program between 2000 and 2005 for leaking steel pipes, the City has most recently found very few leaks within its system. In order to provide clear documentation for D0H and to facilitate communication with other City departments, it is recommended that the water shop incorporate some specific reporting and evaluation guidelines. 1.) An electronic record should be made for each leak detection testing point of the exact location (nearest meter number and nearest address), date, time, name of personnel performing the test, and the results of the test. 2.) All personnel using the leak detection equipment should be formally trained and certified to use the equipment. Documentation of training should be readily available upon request. 3.) The Subsurface Leak Correlator should be calibrated and maintained regularly per the manufacturer's guidelines. App_P.docx 2,!13112 Appendix P - WATER LOSS CONTROL ACTION PLAN Source Meters All of the City's wells and interties are metered. The well meters are calibrated every two years. Customer Meters Customer meters are categorized as large meters (3 -inches or larger) and small meters (2 -inches and smaller). All large meters are tested and repaired (as needed) on an annual basis. Small meters are repaired and replaced on an as -needed basis. Approximately ten years ago, most meters that were twenty to thirty years of age were replaced. However, at this time there are a number of small meters that are near or past their useful life. The ability of the maintenance department to perform regular maintenance and replacement on its smaller meters is limited by staff size and available budget. The City has replaced all of its large meters and small meters on its two largest commercial meter read routes with radio -read meters. The City is evaluating an expansion of its radio -read meters to include all remaining small meters. It is likely that in addition to improved staff efficiencies, there is a potential for significant benefits by addressing possible meter inaccuracies of aged meters. The maintenance and engineering staff is planning a trial sampling of its oldest small customer meters to quantify possible inaccuracies. Estimated Authorized Uses The following are authorized metered and unmetered water uses that must be subtracted from water produced along with customer consumption to determine the distribution system leakage (DSL). ("Authorized Consumption" is defined by WAC 246-290-820 and WAC 246-290-010.) For each of the estimated authorized uses there is also a description of whether the City is currently estimating this usage. Water Main Flushing The City currently records water used for water main flushing. The maintenance crews have six meters that are used to record water discharged during flushing activities. While this is a good start for documenting all water used for main flushing, there are some recommended changes to the way in which the data is recorded and reported to other City departments that will facilitate reporting to DOH and tracking of water use. It is recommended that the metered water used for main flushing be recorded monthly in its own category, City-Hyd, separate from other water uses. City Maintenance Trucks There are five City maintenance vehicles that use water for maintenance purposes: street cleaning (2), storm vactor truck, sewer vactor truck, and street flusher truck 2 App_i'_dmx 2113/12 Appendix P - WATER LOSS CONTROL ACTION PLAN (used for cleaning muddy streets). Each of these five maintenance trucks have meters on them from which monthly water use readings are recorded. Currently, the water used by these five maintenance vehicles is recorded in utility billing with other water uses. It is recommended that the water use from these five maintenance vehicles be recorded separately from other City water uses. Fire Fighting and Fire Training Both fire fighting and water used for fire training are described as authorized uses that should be subtracted from water production. The City does not currently have any way of estimating the water used for either of these purposes. This could be a significant source of water consumption, particularly for the fire fighting training facility located within the City's service area. Water used for fire fighting is currently unmetered and therefore also not reported. This could at times significantly contribute to apparent DSL. It is recommended that a meter be installed at the fire training facility within the City's service area. This meter would be read as part of the regular meter route for industrial/commercial/institutional customers. For fire fighting, it is recommended that flows be estimated based on the hydrants used and the duration of flow for a specific event. This would require fire department personnel to record information following each event and submit monthly reports to the City's water shop or engineering department. Cleaning Water Tanks and Reservoirs The City does not currently record the water used during the cleaning of its storage facilities because it has not seemed significant since the cleaning is not performed annually. However, since the City is now required to calculate DSL on a rolling three year average and each year meet the DSL requirement there is a potential that in a year where tank cleaning occurs, not recording the amount of water lost during this activity could negatively impact the City's ability to meet it's required goal. Distribution System Leakage Calculation Table 1-I presents the calculation for the distribution system leakage. Included in the table is the past three years (2004 — 2006) of water produced, customer consumption, and estimated authorized consumption. (Nate: for .June 2008 reporting the three-year average will updated to 2005 through 2007.) Renton rarely has to purchase water to supplement its water demands. However, for years that Renton purchases water from the City of Seattle, the amount purchased will be added to the water produced. App_P.docx 2113t2 3 Appendix P - WATER LOSS CONTROL ACTION PLAN Table 1 Distribution System Leakage Calculation (Three -Year Average for 2004 — 2006) (MG) PRODUCTION Water Production 2,793 Water Purchased 41 Total Produced and Purchased 2,834 MG CONSUMPTION Metered Customer Consumption 2,304 Water Sold to Other Utilities 60 Estimated Authorized Uses Main Flushing NA Maintenance Trucks' NA Fire Fighting NA Tank[Reservoir Cleaning NA Total Authorized Consumption 2,364 MG DISTRIBUTION SYSTEM LEAKAGE DSL Volume 470 MG DSL Percentage 16.6% Note: 1.) Maintenance trucks include street sweeping and vactor trucks. Planned Activities for Reducing Distribution System Losses Five activities or areas of focus have been identified to address apparent and real distribution system losses within Renton's system. These include: ■ Revised reporting of authorized uses ■ Metering for fire training activities and estimates of water use for fire fighting ■ Water audit of City Park's irrigation meters ■ Audit of utility billing system ■ Radio -read program for small customer meters Each of these activities is described in greater detail below, including the reason for selecting each activity. 4 APP_P.docx 2I13i l2 Appendix P - WATER LOSS CONTROL ACTION PLAN Revised Reporting for Authorized Uses Attached to this document are several reporting templates for use by the City's maintenance department. These templates are based on existing reporting templates by the maintenance department, but have been modified to support DOH reporting requirements for the municipal water law. New reports have also been added to record authorized uses, such as tank cleaning that are not currently being measured. Metering for Fire Fighting Activities The City does not currently have any method of estimating the amount of water used for fire fighting activities, which can be a significant contributor to apparent distribution system leaks. Two steps are planned to better be able to estimate water used for fire fighting activities. First, is to install a meter at the fire fighting training facility and begin reading and reporting water use from this facility as part of regular meter reading activities. The second activity is for City maintenance or engineering staff to discuss with the fire department estimating and reporting of fire fighting activities (non -training). A reporting template for the fire department to record water use for fire fighting is attached to this document. It includes the duration of fire fighting activities and number of hydrants used, so that an approximate flow can be calculated. Water Audit of City Park's Irrigation Meters The City's Parks Department irrigation meters have not been systematically inspected to verify the accuracy of the data being recorded. Other large industrial/commercial/institutional (ICI) water users have had meters inspected and in many cases replaced with radio read meters. Other ICI meters are inspected on a regular basis, therefore the Parks Department irrigation meters are one of the next priorities. Audit of the City's Utility Billing System The City's current billing system was installed in 2004. An audit of this system has not yet been performed to fully verify the accuracy of the information recorded and the reporting from the system. It may be that there are inaccuracies with the billing system that are contributing to apparent DSL. It is important to note that there was a significant increase from a long-term downward trend in the calculated DSL between 2004 through 2006, which coincides with the installation of the new software. It is not clear if this may be due to errors that existed in the previous billing system (that contributed to underreporting), or are now occurring with the new system. App P.docx 2AV12 5 Appendix P - WATER LOSS CONTROL ACTION PLAN Radio Read Program for Smaller Customer Meters The City currently has radio read meters for many of its largest customers; primarily ICI. Installation of radio read meters for all of Renton's service area would achieve two objectives. The City will be replacing aged meters that are nearing or have reached their useful lives, and as a result reduce potential under -reading of consumption, which is inherent in aged meters. To date, the maintenance department has not had the staff availability to service and check all of the small customer meters as they have been able to do with the large meters. The second objective that will be achieved with a fully implemented radio read program is reduced staff time to collect meter data and more efficient use of staff resources. Schedule and Budget for Achieving Distribution System Loss Standard Table 2 identifies the planned schedule for implementation of each of the water loss control activities. Implementation of some of the activities, such as estimating water use for cleaning storage facilities and audit of Park irrigation meters, requires less effort and will likely be more easily implemented. Other activities may be more challenging to implement and therefore take longer due to budgetary and/or staff limitations. This is discussed more fully in the last section of this document. Table 3 presents the budget for the planned activities. Most of the activities do not have a budgetary cost associated with them, but in most cases staff time will be required to implement. 6 App_Rducx 2113/12 Appendix P - WATER LOSS CONTROL ACTION PLAN Potential Issues for Consideration Implementation of Water Loss Control Activities There are several issues that could delay implementation of the activities identified in this Water Loss Control Action Plan. Budget Of the five activities identified in this document, the activity that will be most impacted by budget will be the small meter radio read program. Fully implementing radio read meters throughout the City's entire service area will likely require a significant additional budget allocation spanning several years. App P_docx 2713112 7 Table 2 Schedule for Implementation of Water Loss Control Activities Activity Planned Schedule Revised Reporting Beginning January 2008 Fire Fighting Estimates of water use during fire fighting Beginning January 2008 activities (not at the training facility) Metering at the training facility By June 2008 Audit Park Department irrigation meters Included with annual ICI meter inspections beginning 2008 Audit of City's Utility Billing System By December 2008 Radio Read for Small Customer Meters 2008-2012 Table 3 Budget for Water Loss Control Activities Activity Estimated Cost Revised Reporting No Cost Fire Fighting Estimates of water use during fire fighting No Cost activities (not at the training facility) Metering at the training facility $5,000 for new meter Audit Park Department irrigation meters No Cost (requires coordination between departments and staff time) Audit of City's Utility Billing System No Cost (if done in-house) Radio Read for Small Customer Meters $800,000 (over four years) Potential Issues for Consideration Implementation of Water Loss Control Activities There are several issues that could delay implementation of the activities identified in this Water Loss Control Action Plan. Budget Of the five activities identified in this document, the activity that will be most impacted by budget will be the small meter radio read program. Fully implementing radio read meters throughout the City's entire service area will likely require a significant additional budget allocation spanning several years. App P_docx 2713112 7 Appendix P - WATER LOSS CONTROL ACTION PLAN Staff Availability Implementation of the Park's irrigation meter audit and the utility billing audit will be most strongly impacted by staff availability. For the utility billing audit, it may be that outside assistance will be required, which also could have budgetary implications. The audit also requires cooperation between City departments. Interorganizational 1 Interdepartmental Coordination Several of the water loss control activities will require coordination between departments and groups within the City's governmental organization. Coordination will be required for the irrigation meter audit, audit of the utility billing system, and estimates of fire fighting activities. These additional coordination requirements often can result in a longer implementation schedule and other issues. Additionally, clear documentation and exchange of that documentation between the water shop, and utility billing and engineering is needed to be able to reliably estimate water losses. This is particularly true of the authorized uses that can be subtracted from the total distribution system losses. 8 App_P.docx 2/13/12