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3230 Adopting the City of Port Townsend 2019 Water System Plan and Establishing an Effective Date
Ordinance 3230 Page I of 4 ORDINANCE NO. 3230 AN ORDINANCE OF THE CITY OF PORT TOWNSEND ADOPTING THE CITY OF PORT TOWNSEND 2019 WATER SYSTEM PLAN AND ESTABLISHING AN EFFECTIVE DATE WHEREAS, in the State Board of Health Code, Chapter 43.20 RCW, the Washington State Legislature has authorized the State Department of Health (DOH) to adopt rules and standards for public water systems, including mandatory planning and system development requirements. In accordance with Chapter 43.20 RCW, and for the purpose of protection of public health and safety, the Department of Health, through WAC 246-290, requires all public water utilities to prepare comprehensive water system plans consistent with the provisions of state law. In accordance with Washington law, and for the protection of public health and safety, the City has the authority to undertake necessary planning and regulatory activities regarding the City's municipal water utility. WHEREAS, on August 4, 2014 the City adopted the current Water System Plan with the passage of Ordinance No. 3115. The 2014 Plan was a partial update of the complete 2008 Water System Plan. In 2016 the City initiated the process of providing a complete Water System Plan update. The 2019 Water System Plan is expected to remain valid for 10 years from the date of final approval by DOH. WHEREAS, the City of Port Townsend adopted its Growth Management Act Comprehensive Plan in accordance with the Washington State Growth Management Act (GMA) on October 3, 2016, Ordinance No. 3154. All findings, recitals and other provisions of Ordinance No. 3154, and all provisions of the Comprehensive Plan and the public record supporting the Comprehensive Plan are incorporated herein by this reference. Adoption of the Comprehensive Plan was an essential prerequisite to adoption of a Water System Plan, in that the GMA Comprehensive Plan provides the City with analysis and guidance in assessing and anticipating population growth and infrastructure needs for the present and future residents within the City's water system service areas. At an October 25, 2018 Public Hearing, the Planning Commission reviewed the Water System Plan and determined it consistent with the Comprehensive Plan. WHEREAS, the City's Water Service Area Boundaries have been modified as required to include all areas where the City currently provides service and extended to include 14 properties directly abutting Jacob Miller Rd and two properties surrounded by the revised service area as indicated in the Future Water Service Area Map. WHEREAS, on October 19, 2018 after timely public notice, the City's SEPA Responsible Official issued a determination of non-significance (DNS) in accordance with Chapter 43.21C RCW, the State Environmental Policy Act (SEPA), with a final DNS issued thereafter. The City did not receive an appeal of the SEPA threshold determination. Ordinance 3230 Page 2 of 4 WHEREAS, in accordance with Washington law, the City forwarded the draft Water System Plan to the State of Washington Department of Health for review and comment. WHEREAS, the Port Townsend Water System Plan contains goals, policies, system maps and design standards intended to guide the development of water system facilities. Components that have been updated in the 2019 plan include: A. Basic planning data including population, service connections, equivalent residential unit (ERU) data, large water users, monthly and annual production and consumption, and annual water use by customer class. B. System analysis of the carrying capacity identifying limiting factors for the system and associated equivalent ERUs and a summary of hydraulic capacity results which describe any areas which do not meet minimum pressure requirements. C. Source and treated water quality, storage and distribution system capacity, and treatment evaluation. D. Water use efficiency program. E. Operations and maintenance program. F. Water system engineering and design standards. G. Capital improvement plan (CIP) for the next 10 to 20 years. H. Budget analysis for the period of 2019-2028 identifying the financial impact of water operations and projects identified in the CIP. WHEREAS, the Port Townsend Water System Plan has been prepared in conformance with the requirements of Chapter 43.20 RCW and WAC 246-290, and is consistent with and compatible with the Jefferson County Coordinated Water System Plan, adopted in accordance with Chapter 70.116 RCW. WHEREAS, on November 5, 2018, City Council held a public hearing and passed resolution 18-054 that closed the public hearing and referred the matter back to City staff, on July 15, 2019, at its regularly scheduled open public meeting, the City Council held a public hearing regarding the update to the Water System Plan. WHEREAS, based upon the foregoing findings and recitals, the City Council finds that adoption of the 2019 Port Townsend Water System Plan is consistent with and implements the City's Water System Policies, the requirements of Washington law, and serves and advances the public health, safety and welfare of Port Townsend and Jefferson County citizens. NOW, THEREFORE, based upon the public record and the foregoing Findings and Conclusions, the City Council of the City of Port Townsend does ordain as follows: Section 1. do tion. The 2019 Port Townsend Water System Plan Update (July 2019) is hereby adopted. The Water System Plan Update (July 2019) is included as Exhibit A (attached and incorporated by reference). Ordinance 3230 Page 3 of 4 The Council declares that the adoption of the Water System Plan through this Ordinance is necessary for the protection of public health and public safety. Section 2. P e,�caleql. Sections of the 2008/2014 Water System Plans are replaced as set forth in the 2019 Update. Section 3. Premation of Final Water Systein Plaii Coies. Copies of the Port Townsend Water System Plan (2019) adopted by this Ordinance shall be prepared by Port Townsend Department of Public Works staff and shall be made available for public inspection within 30 days of final approval by the State Department of Health. The Water System Plan (2019) shall include as necessary all grammatical and numerical revisions. Section 4. Filing. The Water System Plan (2019) as approved by the City Council shall be filed with the City Clerk and shall be available for public inspection upon the effective date of this Ordinance. Section 5. 'urtinsinittai to Departmept of[leghli. Upon completion of all final revisions, the Department of Public Works shall promptly transmit a copy of the final Port Townsend Water System Plan to the State Department of Health. Section 6. F',J'fcct of Repealed Water Systern Upon the approval of the Water System Plan (2019) by the State Department of Health, those previously adopted Water Plan(s) repealed by this Ordinance shall be superseded by the Water System Plan (2019). If the Water System Plan (2019) adopted pursuant to this Ordinance is at any time hereafter declared by a court of competent jurisdiction in its entirety to be invalid or of no effect, the 2008/2014 Plans shall constitute the City's Water System Plan exclusively for Washington State DOH compliance purposes, and all water system-related planning and regulatory actions by the City of Port Townsend undertaken thereafter shall be governed by adopted City Engineering Design Standards and the 1997 CWSP, including the City's Water Utility Service Area Agreement. Section 7, Severability. If any clause, sentence, paragraph, section or part of this Ordinance or the Plan adopted herein, or their application to any person or circumstance is held to be invalid or unconstitutional by a court of competent jurisdiction, such order or judgment shall not affect the validity or constitutionality of the remainder of any part of this Ordinance or Plan. To this end, the provisions of each clause, sentence, paragraph, section or part of this Ordinance and Plan are declared severable. Section 8. Effective Date. This Ordinance shall be the date on which the State Department of Health approves in writing the Water System Plan (2019), which date is more than five days following publication of this Ordinance or a summary thereof. If DOH does not approve the Plan in its entirety, then those portions approved by DOH shall be effective, and the portions not approved by DOH shall not be included in this adoption, Ordinance 3230 Page 4 of 4 ADOPTED by the City Council of the City of Port Townsend, Washington, at a regular meeting thereof, held this 19th day of August 2019. De Ora I Slrllson Mayor Attest: Approved as to Form: Joanna Sanders, MMC r 001reen 00( City Clerk City Attorney cityof Port �ownsend 4 ' • d y CITY OF PORT TOWNSEN D Water System Plan Update G&O#16268 July 2019 < *0 Gray &z Osborne, Inc. Ordinance 3230Exhibit A Page 1 of 1211 CITY OF PORT TOWNSEND JEFFERSON COUNTY WASHINGTON WATER. SYSTEM PLAN a rc i.VA if M a �o �, 35679 q,401ST V. tv fIONAL ����" G&O#16268 JULY 2019 4610 "ray 4&-- '(Dsborne, lyw. CONSULTING ENGINEERS Ordinance 3230 Exhibit A Page 2 of 1211 Ordinance 3230Exhibit A Page 3 of 1211 TABLE OF CONTENTS CHAPTER 1 - DESCRIPTION OF WATER SYSTEM INTRODUCTION................................................................................................................. 1-1 SYSTEM OWNERSHIP AND MANAGEMENT......................................................................... 1-1 PURPOSE........................................................................................................................... 1-1 BACKGROUND INFORMATION ........................................................................................... 1-2 History of Water System Development............................................................... 1-2 Geography............................................................................................................ 1-3 Climate................................................................................................................. 1-4 Adjacent Purveyors.............................................................................................. 1-4 Inventory of Existing Facilities............................................................................ 1-4 Sourceof Supply...................................................................................... 1-4 Raw Water Transmission......................................................................... 1-7 Pre-Treatment Prior to Water Treatment Facility.................................... 1-7 Water Treatment Facility......................................................................... 1-8 Reservoirs ................................................................................................ 1-8 Distribution System ................................................................................. 1-8 BoosterPumps......................................................................................... 1-9 PROJECTS COMPLETED SINCE COMPLETION OF LAST WSP ............................................ 1-10 RELATED PLANNING DOCUMENTS.................................................................................. 1-11 DOH Planning Documents ................................................................................ 1-11 Regional Plans and Documents ......................................................................... 1-11 City of Port Townsend Planning Documents..................................................... 1-13 INTERLOCAL AGREEMENTS............................................................................................. 1-15 Jefferson County PUD Agreement .................................................................... 1-15 SERVICE AREA CHARACTERISTICS.................................................................................. 1-15 Existing Service Area ........................................................................................ 1-15 Future Service Area and Retail Water Service Area ......................................... 1-15 LAND USE AND ZONING.................................................................................................. 1-16 SERVICE AREA AGREEMENTS ......................................................................................... 1-16 SERVICE AREA POLICIES................................................................................................. 1-16 CONDITIONS OF SERVICE ................................................................................................ 1-16 Dutyto Serve ..................................................................................................... 1-17 CityResponsibility............................................................................................. 1-17 Customer Responsibility.................................................................................... 1-17 Connection Fee Schedule................................................................................... 1-17 Meter and Materials Specifications ................................................................... 1-17 Consent Agreements for Inspection, Maintenance, and Repair Activities Which May Disrupt Water Service.............................................................. 1-18 Cross-Connection Control Requirements.......................................................... 1-18 Latecomer Pay Back Provisions ........................................................................ 1-18 Developer Extension Requirements, Design Standards, Financing Responsibilities, or Professional Engineer Design Required ...................... 1-18 COMPLAINTS................................................................................................................... 1-19 SEPA.............................................................................................................................. 1-20 i Ordinance 3230Exhibit A Page 4 of 1211 CHAPTER 2 - BASIC PLANNING DATA OBJECTIVE........................................................................................................................2-1 HISTORIC POPULATION AND SERVICE CONNECTIONS .......................................................2-1 Service Area Population ......................................................................................2-1 Total Service Connections...................................................................................2-2 Growth Rate Projection........................................................................................2-3 WATER PRODUCTION........................................................................................................2-5 Monthly Production by Source............................................................................2-5 WaterUse.............................................................................................................2-5 Demand....................................................................................................2-5 Consumption........................................................................................................2-7 Distribution System Leakage...............................................................................2-8 Equivalent Residential Units (ERUs) ..................................................................2-9 LandUse............................................................................................................2-10 Future Population and Demand .........................................................................2-10 CHAPTER 3 - WATER SYSTEM ANALYSIS OBJECTIVE........................................................................................................................3-1 SYSTEM DESIGN STANDARDS ...........................................................................................3-1 Water Quality Standards......................................................................................3-2 System Capacity Standards..................................................................................3-2 General Design Standards........................................................................3-2 Fire Suppression Standards......................................................................3-4 StorageStandards.....................................................................................3-4 WATERQUALITY..............................................................................................................3-4 Introduction..........................................................................................................3-5 SourceWater Quality...........................................................................................3-5 Surface Water Source Monitoring...........................................................3-5 Surface Water Treatment Regulatory Requirements...............................3-5 Inorganic Chemical and Physical Water Quality.....................................3-6 Volatile Organic Chemicals.....................................................................3-8 Synthetic Organic Chemicals...................................................................3-9 Radionuclides...........................................................................................3-9 Finished Water Quality......................................................................................3-10 Turbidity ................................................................................................3-10 Disinfection............................................................................................3-10 Delivered Water Quality....................................................................................3-11 Coliform Bacteria Monitoring ...............................................................3-12 Disinfectant Byproduct Monitoring.......................................................3-13 Asbestos.................................................................................................3-15 Lead and Copper Monitoring.................................................................3-15 Water Quality Reporting....................................................................................3-16 Water Quality Complaints .................................................................................3-17 SYSTEM FACILITIES ANALYSIS .......................................................................................3-17 Sources...............................................................................................................3-17 ii Ordinance 3230Exhibit A Page 5 of 1211 SourceCapacity.....................................................................................3-18 Water Rights Analysis ...........................................................................3-19 Source Capacity Analysis......................................................................3-21 WaterTreatment ................................................................................................3-22 Treatment Process Configuration ..........................................................3-22 Mechanical Micro-Screens ....................................................................3-23 Ultrafiltration System.............................................................................3-23 Chlorination System...............................................................................3-25 Process Wastewater Handling and Disposal..........................................3-26 StandbyPower Supply...........................................................................3-27 StorageEvaluation.............................................................................................3-27 Existing Finished Water Storage Reservoirs .........................................3-27 Storage Requirements............................................................................3-29 Storage Evaluation.................................................................................3-33 Storage Deficiencies ..............................................................................3-36 Booster Pump Systems ......................................................................................3-36 Morgan Hill Booster Pump Station........................................................3-36 Reservoir Booster Pump Station............................................................3-38 Booster Pump Station Deficiencies .......................................................3-38 ControlSystem...................................................................................................3-38 Raw Water Transmission System......................................................................3-39 General Description and Condition .......................................................3-39 Distribution System ...........................................................................................3-39 General Description and Condition .......................................................3-39 Hydraulic Model Development..............................................................3-40 System Evaluation Criteria....................................................................3-41 Summary of Modeling Runs and Deficiencies......................................3-43 Description of Distribution System Improvements ...............................3-48 Annual Main Replacement ....................................................................3-54 WATER SYSTEM CAPACITY LIMITS.................................................................................3-55 Source Capacity Limit.......................................................................................3-55 Treatment Capacity Limit..................................................................................3-55 Instantaneous Water Right Capacity Limit........................................................3-56 Annual Water Right Capacity Limit..................................................................3-56 Storage Capacity Limit......................................................................................3-56 SUMMARY OF SYSTEM NEEDS AND CONCERNS...............................................................3-58 Source ................................................................................................................3-58 WaterRights ......................................................................................................3-58 WaterStorage.....................................................................................................3-59 ControlSystem...................................................................................................3-59 Raw Water Transmission System......................................................................3-59 Water Distribution System.................................................................................3-59 Booster Pump Systems ......................................................................................3-59 BackupPower Supply........................................................................................3-59 iii Ordinance 3230Exhibit A Page 6 of 1211 CHAPTER 4 - WATER USE EFFICIENCY PROGRAM OBJECTIVE........................................................................................................................4-1 WATER USE EFFICIENCY PLANNING REQUIREMENTS .......................................................4-1 Water Use Efficiency Rule ..................................................................................4-1 PLANNING REQUIREMENTS...............................................................................................4-2 Estimation of Water Saved..................................................................................4-2 GOAL SETTING AND PERFORMANCE REPORTING REQUIREMENTS ....................................4-3 PreviousWUE Goals...........................................................................................4-4 Previous Water System Plan....................................................................4-4 CurrentWUE Goals.............................................................................................4-5 Water Use Efficiency Annual Performance Report— 2013 through 2018 ..............................................................4-5 FutureWUE Goals...............................................................................................4-5 Water Use Efficiency—2019 through 2024 ............................................4-5 Selected Water Use Efficiency Measures............................................................4-6 Measures to Meet Demand-Side Goal.....................................................4-7 Measures to Meet Supply-Side Goal .......................................................4-8 Required Number of WUE Measures......................................................4-8 Evaluate Water Use Efficiency Measures............................................................4-9 METERING REQUIREMENTS...............................................................................................4-9 DISTRIBUTION SYSTEM LEAKAGE STANDARD ..................................................................4-9 Water Use Data Reporting...................................................................................4-9 POTENTIAL WATER SAVING WITH CONSERVATION........................................................4-11 SOURCE OF SUPPLY ANALYSIS........................................................................................4-13 Optimizing Use of Current Supplies..................................................................4-13 Enhanced Conservation Measures.....................................................................4-13 WaterRight Changes.........................................................................................4-13 ArtificialRecharge.............................................................................................4-13 WATER SYSTEM RELIABILITY ANALYSIS........................................................................4-13 Summary of Water System Reliability Efforts..................................................4-13 Water Shortage Response Planning...................................................................4-14 Port Townsend Conservation Response Measures ................................4-14 Coordination Meetings...........................................................................4-17 INTERTIES .......................................................................................................................4-18 WATER RECLAMATION...................................................................................................4-18 Water Reclamation and Reuse Requirements in Washington State ..................4-18 Treatment Standards ..............................................................................4-19 Permitted Uses of Reclaimed Municipal Wastewater ...........................4-20 Use Area Requirements .........................................................................4-24 Operational and Reliability Requirements.............................................4-25 Potential Reclaimed Water Users ......................................................................4-26 Large Water System Users.....................................................................4-26 Parks and Recreational Areas ................................................................4-26 Flushing of Sanitary Sewers ..................................................................4-27 Estimated Potential Reclaimed Water Use............................................4-27 Estimated Water Savings...................................................................................4-29 iv Ordinance 3230Exhibit A Page 7 of 1211 Conceptual Design and Cost Estimate...............................................................4-29 TertiaryTreatment.............................................................................................4-29 Coagulation and Filtration .................................................................................4-29 Upgraded UV Disinfection................................................................................4-30 Alarms and Telemetry........................................................................................4-30 Storage ...............................................................................................................4-30 Distribution........................................................................................................4-30 Feasibility of Wastewater Reuse........................................................................4-30 CONCLUSION...................................................................................................................4-32 WATER SUPPLY CHARACTERISTICS ................................................................................4-33 CHAPTER 5 - WATERSHED PROTECTION PROGRAM INTRODUCTION.................................................................................................................5-1 WATERSHED DESCRIPTION...............................................................................................5-2 Location and General Description.......................................................................5-2 Physical Features of the Municipal Watershed....................................................5-2 RuggedTerrain ........................................................................................5-3 LimitedAccess.........................................................................................5-3 BedrockGeology.....................................................................................5-3 Glaciation.................................................................................................5-3 SteepSlopes.............................................................................................5-4 Soilsand Vegetation............................................................................................5-4 Soils..........................................................................................................5-4 LandCover...............................................................................................5-5 NaturalVegetation...................................................................................5-6 Climate.................................................................................................................5-6 Precipitation.........................................................................................................5-6 WeatherPatterns......................................................................................5-7 Snowpack Development..........................................................................5-7 WinterStorms..........................................................................................5-7 ClimateChange........................................................................................5-7 WeatherRecords..................................................................................................5-8 HYDROLOGIC CHARACTERIZATION OF THE MUNICIPAL WATERSHED...............................5-8 U.S. Geological Survey (USGS)..........................................................................5-8 Washington State Department of Ecology (Ecology)..........................................5-9 StreamflowStudies............................................................................................5-10 LANDOWNERSHIP ..........................................................................................................5-12 Land Ownership and Management Within the Municipal Watershed...............5-12 Land Ownership of Lords Lake and City Lake .................................................5-12 INVENTORY OF POTENTIAL SOURCES OF SURFACE WATER CONTAMINATION ................5-13 LoggingActivities .............................................................................................5-13 Roads..................................................................................................................5-13 Recreational Uses...............................................................................................5-14 Special Forest Products......................................................................................5-14 Animals..............................................................................................................5-15 Invasive Plant Species Control ..........................................................................5-15 v Ordinance 3230Exhibit A Page 8 of 1211 Erosion and Sedimentation................................................................................5-15 Wildfire..............................................................................................................5-16 Windstorms........................................................................................................5-16 Flooding.............................................................................................................5-17 WATERSHED CONTROL MEASURES ................................................................................5-17 Written Agreements...........................................................................................5-17 United States Forest Service (USFS).....................................................5-17 MOU between USFS and Ecology........................................................5-19 Washington State Department of Ecology (Ecology)............................5-19 Port Townsend Paper Company (PTPC) ...............................................5-19 Control of Activities in the Municipal Watershed.............................................5-19 Watershed Inspection and Patrol ...........................................................5-19 Recreational Activities...........................................................................5-20 RoadAccess...........................................................................................5-20 Mitigation of Adverse Impacts ..............................................................5-20 Project Scoping and Review..................................................................5-21 Haltto Operations..................................................................................5-21 Wildfire Management............................................................................5-21 Hazardous Material Response Plan .......................................................5-22 Education ...........................................................................................................5-22 Watershed Monitoring Activities.......................................................................5-22 Trailhead Parking Lot Monitoring.........................................................5-23 Watershed Monitoring...........................................................................5-23 Water Quality Monitoring......................................................................5-24 Contaminant Mitigation.........................................................................5-24 Data Keeping and Analysis................................................................................5-25 WATER SYSTEM OPERATION AND MAINTENANCE INCLUDING EMERGENCY PROVISIONS ..............................................................................................................5-25 RoutineOperations ............................................................................................5-25 Big Quilcene River Diversion Operation...............................................5-25 Little Quilcene River Diversion Operation............................................5-26 Lords Lake Reservoir Operation............................................................5-26 City Lake Reservoir Operation..............................................................5-26 Maintenance.......................................................................................................5-26 EMERGENCY RESPONSE..................................................................................................5-26 Notification Procedures .....................................................................................5-27 Vulnerability Analysis.......................................................................................5-27 Contingency Operations Plan ............................................................................5-28 Other Contact Information.....................................................................5-28 United States Forest Service (USFS).....................................................5-29 Washington State Department of Ecology (Ecology)............................5-29 Washington Department of Health (DOH)............................................5-29 Jefferson County Sheriff........................................................................5-30 Jefferson County Department of Emergency Management(DEM) ......5-30 Jefferson County Department of Public Health (JCPH)........................5-30 Local Fire Department...........................................................................5-30 vi Ordinance 3230 Exhibit A Page 9 of 1211 Documentation of Water Quality Trends...........................................................5-30 Cryptosporidium....................................................................................5-30 FecalColiform.......................................................................................5-30 Turbidity ................................................................................................5-31 Algae......................................................................................................5-31 CHAPTER 6 - OPERATION & MAINTENANCE PROGRAM INTRODUCTION.................................................................................................................6-1 WATER SYSTEM MANAGEMENT AND PERSONNEL............................................................6-1 OperatorCertification..........................................................................................6-1 Certification Requirements......................................................................6-1 Port Townsend Water Operations Staff Certifications ............................6-3 Professional Growth Requirements.....................................................................6-3 Preventive Maintenance.......................................................................................6-4 Reservoirs ................................................................................................6-4 Distribution System Maintenance............................................................6-5 Dead-End Waterlines...............................................................................6-8 Booster Pump Station Maintenance.........................................................6-9 OGWSMaintenance................................................................................6-9 Preventive Maintenance Schedule.......................................................................6-9 EMERGENCY RESPONSE PROGRAM.................................................................................6-10 Water System Personnel Emergency Call-Up List............................................6-10 Notification Procedures .....................................................................................6-10 EmergencyProcedures.......................................................................................641 SAFETYPROCEDURES .....................................................................................................6-11 CROSS-CONNECTION CONTROL PROGRAM.....................................................................642 ProgramElements..............................................................................................6-12 Element 1: Instrument of Legal Authority to Implement Program.......6-12 Element 2: Procedures and Schedules for Evaluating Service Connections .....................................................................................6-12 Element 3: Procedures and Schedules for Eliminating and Controlling CrossConnections ...........................................................................6-13 Element 4: Qualified Personnel to Implement Program.......................6-13 Element 5: Ensure that Approved Backflow Operating Correctly.......6-13 Element 6: Ensure that Backflow Preventers Are Tested Properly......6-14 Element 7: Procedures for Responding to Backflow Incidents............6-14 Element 8: Consumer Education ..........................................................6-15 Element 9: Cross-Connection Control Record Keeping.......................6-15 Element 10: Additional Requirements if Reclaimed Water is Used.....6-15 PriorityService List...........................................................................................6-15 New and Existing Cross-Connection Devices...................................................6-16 CUSTOMER COMPLAINT RESPONSE.................................................................................6-16 RECORDKEEPING AND REPORTING..................................................................................6-16 O&M IMPROVEMENTS....................................................................................................6-17 Water System Management and Personnel........................................................6-17 OperatorCertification........................................................................................6-17 vii Ordinance 3230Exhibit A Page 10 of 1211 System Operation and Control...........................................................................6-17 Water Quality Monitoring..................................................................................6-17 Preventive Maintenance.....................................................................................6-18 Emergency Response Program..........................................................................6-18 Cross-Connection Control Program...................................................................6-18 Customer Complaint Response Program...........................................................6-18 Summary of O&M Improvements.....................................................................6-18 CHAPTER 7 - DISTRIBUTION FACILITIES DESIGN AND CONSTRUCTION STANDARDS OBJECTIVE........................................................................................................................7-1 SYSTEM STANDARDS,POLICIES,AND PROCEDURES..........................................................7-1 PROJECT REVIEW PROCEDURES ........................................................................................7-2 PermitApplication...............................................................................................7-2 ApplicationReview .............................................................................................7-2 Approvalof Plans ................................................................................................7-3 POLICIES AND REQUIREMENTS FOR EXTERNAL PARTIES,INCLUDING CONSUMERS AND DEVELOPERS...............................................................................................................7-3 Extensions—Where to be Constructed................................................................7-3 Bonding................................................................................................................7-3 Costs and Inspection Deposit...............................................................................7-3 Line Extension Construction................................................................................7-4 Extension to be Completed Within 1 Year..........................................................7-5 City Costs to be Borne by Developer ..................................................................7-5 Warranty ..............................................................................................................7-5 DESIGN STANDARDS,PERFORMANCE STANDARDS,AND SIZING CRITERIA.......................7-5 WaterMains.........................................................................................................7-6 MainSizing..............................................................................................7-6 Distribution System Looping...................................................................7-6 LineTermination .....................................................................................7-6 Air Releases and Blowoffs.......................................................................7-6 GateValve Spacing..................................................................................7-6 FireFlow..............................................................................................................7-7 System Pressures..................................................................................................7-7 CONSTRUCTION STANDARDS (MATERIALS AND METHODS) .............................................7-7 CONSTRUCTION CERTIFICATION AND FOLLOW-UP PROCEDURES .....................................7-7 Inspection.............................................................................................................7-8 Testing..................................................................................................................7-8 Approval, Acceptance and Conveyance ..............................................................7-8 As-Builts..............................................................................................................7-8 CHAPTER 8 - IMPROVEMENT PROGRAM OBJECTIVE........................................................................................................................ 8-1 CAPITAL IMPROVEMENTS.................................................................................................. 8-1 Storage ................................................................................................................. 8-1 Distribution System Improvements ..................................................................... 8-1 viii Ordinance 3230Exhibit A Page 11 of 1211 Fire Flow Improvements.......................................................................... 8-2 Water Service Improvements to Future Growth Areas............................ 8-3 Expansion of the "High Zone"................................................................. 8-4 Raw Water Transmission Main Improvements ................................................... 8-5 Booster Pump Station Improvements .................................................................. 8-5 Morgan Hill Booster Station.................................................................... 8-5 South Glen Cove Booster Station............................................................ 8-6 NON-CAPITAL IMPROVEMENTS......................................................................................... 8-6 Water Use Efficiency Measures........................................................................... 8-6 WUE-01: Program Promotion ................................................................ 8-6 Planning Measures............................................................................................... 8-7 WSP-01: Update Water System Plan...................................................... 8-7 Asbestos Cement Replacement Program............................................................. 8-7 M-01: AC Water Main Replacement Program....................................... 8-7 Summary of Non-Capital Improvements............................................................. 8-7 OPERATION AND MAINTENANCE....................................................................................... 8-8 Annual Leak Detection........................................................................................ 8-8 M-02: Leak Detection............................................................................. 8-8 Water Meter Replacement...................................................................................8-8 M-03: Water Meter Replacement........................................................... 8-8 Summary of Operation and Maintenance Projects .............................................. 8-8 10-YEAR IMPROVEMENTS................................................................................................. 8-9 20-YEAR IMPROVEMENTS............................................................................................... 8-11 CHAPTER 9 - FINANCIAL PROGRAM OBJECTIVE........................................................................................................................9-1 PAST AND PRESENT FINANCIAL STATUS ...........................................................................9-1 WaterRates..........................................................................................................9-1 Comparison of Rates............................................................................................9-3 Revenues and Expenditures.................................................................................9-4 HistoricCash Flow ..................................................................................9-6 OtherFunds..............................................................................................9-6 PROJECTED FUTURE FINANCIAL STATUS ..........................................................................9-7 Projections Without Capital Improvements.........................................................9-8 Projected Revenues..................................................................................9-8 Projected Expenditures ..........................................................................9-10 Projected Cash Flow ..............................................................................9-12 Projected Capital Improvements Costs..............................................................9-15 Fund Balance Summary.....................................................................................9-17 FINANCIAL VIABILITY.....................................................................................................9-20 RATE STRUCTURE ANALYSIS..........................................................................................9-21 CONCLUSIONS AND RECOMMENDATIONS........................................................................9-21 ix Ordinance 3230 Exhibit A Page 12 of 1211 LIST OF TABLES No. Table Page 1-1 Summary of Port Townsend Water Rights.......................................................... 1-7 1-2 Inventory of City's Distribution System Pipe...................................................... 1-9 1-3 Summary of Primary Water System Facilities..................................................... 1-9 1-4 Water System Projects since 2009..................................................................... 1-11 2-1 Historical Population...........................................................................................2-2 2-2 Historical Water Service Connection History......................................................2-3 2-3 Jefferson County and City of Port Townsend 20-Year Population Projection and Allocation (2016-2036)...........................................................................2-3 2-4 Projected Population for Port Townsend and West of City/Glen Cove Area forYears 2017-2036......................................................................................2-4 2-5 Master Meter Flow Data (mgd) ...........................................................................2-6 2-6 Types of Demand(mgd)......................................................................................2-7 2-7 Average Day Consumption(mgd) (Includes Non-Residential Use) ...................2-8 2-8 Distribution System Leakage (mgd)....................................................................2-9 2-9 Equivalent Residential Units (ERUs) ................................................................2-10 2-10 Population and Demand Estimates....................................................................2-11 3-1 General Facilities Requirements..........................................................................3-3 3-2 Inorganic Chemical Sampling Results.................................................................3-6 3-3 Nitrate Monitoring Results ..................................................................................3-8 3-4 VOC Sampling History........................................................................................3-8 3-5 SOC Sampling History ........................................................................................3-9 3-6 Test Results for Radionuclides ..........................................................................3-10 3-7 TTHM and HAAS Sample Results....................................................................3-14 3-8 Lead and Copper Monitoring Results................................................................3-15 3-9 System Monitoring Requirements and Waivers for 2017..................................3-16 3-10 Existing Instantaneous Water Rights Analysis..................................................3-20 3-11 Historical Annual Water Rights Analysis..........................................................3-20 3-12 Projected Annual Water Rights Analysis ..........................................................3-21 3-13 Water Demands and Source Capacity (mgd).....................................................3-21 3-14 Process Wastewater Volumes............................................................................3-26 3-15 Existing Storage Reservoirs...............................................................................3-28 3-16 Demands Utilized for Storage Evaluation (mgd)...............................................3-30 3-17 Effective Storage Requirement..........................................................................3-33 3-18 High Zone Storage Evaluation...........................................................................3-34 3-19 Low Zone Storage Evaluation...........................................................................3-35 3-20 Morgan Hill Booster Pump Station Design Criteria..........................................3-37 3-21 1 MG Standpipe (High Zone)Model Water Surface Elevations.......................3-42 3-22 5 MG Reservoir(Low Zone)Model Water Surface Elevations........................3-42 3-23 Key Fire Flow Locations ...................................................................................3-46 3-24 PRV and PSV Settings.......................................................................................3-47 X Ordinance 3230 Exhibit A Page 13 of 1211 No. Table Page 3-25 High Zone Storage Requirement Limit..............................................................3-57 3-26 Low Zone Storage Requirement Limit..............................................................3-57 3-27 Water System Capacity Limits ..........................................................................3-58 4-1 Per-Capita Average Day Water Use....................................................................4-5 4-2 Summary of Port Townsend 2019 Demand-Side Measures................................4-7 4-3 Summary of Port Townsend 2019 Supply-Side Measures..................................4-8 4-4 Summary of Water Use Data Collection Requirements....................................4-10 4-5 Water System Demand Forecasting with Conservation Goal............................4-11 4-6 State of Washington Reclaimed Water Treatment Standards............................4-19 4-7 Allowable Uses of Reclaimed Water.................................................................4-21 4-8 Setback Distances for Reclaimed Water in the State of Washington................4-25 4-9 Largest Water Users in Port Townsend in 2015................................................4-26 4-10 Potential Reclaimed Water Usage Rates............................................................4-28 4-11 Capital Cost Estimate for Water Reclamation Facilities and Distribution System..........................................................................................................4-31 4-12 Annual Operating Cost and Net Present Value Estimates for Water Reclamation Facilities and Distribution System..........................................4-32 5-1 Big Quilcene River(USGS 12052210)Water Year 1994 - 2016........................5-9 5-2 Ecology Gage Statistics for the Big and Little Quilcene Rivers........................5-10 5-3 Instream Flows for Big and Little Quilcene Rivers Established by Ecology....540 5-4 Estimated Monthly Flows for the Big and Little Quilcene Rivers ....................5-11 5-5 Estimated Monthly Flows for the Big and Little Quilcene Rivers ....................5-12 5-6 Land Ownership within Port Townsend's Municipal Watershed......................5-12 5-7 Watershed Monitoring Activities.......................................................................5-23 5-8 Water Quality Monitoring Activities.................................................................5-24 5-9 Emergency Contact Information........................................................................5-29 6-1 Water Treatment Plant Classification..................................................................6-2 6-2 Water Treatment Plant Classification for the Minimum Level of Certified Operators in Responsible Charge...................................................................6-2 6-3 Distribution System Classification......................................................................6-2 6-4 Port Townsend Water System Personnel Certifications......................................6-3 6-5 General Preventive Maintenance Schedule .........................................................6-9 6-6 Emergency Phone List.......................................................................................6-11 8-1 Water Main Improvements to Meet Fire Flow Standards ................................... 8-2 8-2 Water Main Improvements to Future Growth Areas........................................... 8-4 8-3 Expansion of the "High Zone" Improvements..................................................... 8-4 8-4 Booster Pump Station Improvements .................................................................. 8-6 8-5 Summary of Non-Capital Improvements............................................................. 8-7 8-6 Summary of Operation and Maintenance Projects .............................................. 8-9 8-7 10-Year Improvement Schedule........................................................................ 8-10 8-8 20-Year Improvement Schedule........................................................................ 8-12 8-9 Capital,Non-Capital, and Operation and Maintenance Improvement Schedule....................................................................................................... 8-13 xi Ordinance 3230 Exhibit A Page 14 of 1211 No. Table Page 9-1 Port Townsend Water Rates Effective January 2018 ..........................................9-2 9-2 Equivalent Residential Unit Factors ....................................................................9-3 9-3 Comparison of Water Rates with Nearby Water Utilities ...................................9-3 9-4 Summary of Water Utility Revenues...................................................................9-5 9-5 Summary of Water Utility Expenditures.............................................................9-6 9-6 Summary of Water Utility Cash Flow.................................................................9-6 9-7 Summary of Other Funds.....................................................................................9-7 9-8 Projected Economic Inputs..................................................................................9-7 9-9 Projected Revenues with Applied Growth Factors..............................................9-9 9-10 Projected Expenditures without Capital Improvements ....................................9-11 9-11 Projected Cash Flow with Annual Rate Adjusted as Implemented...................9-13 9-12 Projected Cash Flow with Rate Adjustment without Capital Improvements....9-14 9-13 Capital Improvement Schedule..........................................................................9-16 9-14 Projected Fund Balances following Implementation of Rate Adjustment.........9-18 LIST OF FIGURES No. Fimure On or Follows Page 1-1 Vicinity Map........................................................................................................ 1-2 1-2 Olympic Gravity Water System (OGWS)........................................................... 1-4 1-3 City and Adjacent Water Service Areas .............................................................. 1-4 1-4 Water System Facilities....................................................................................... 1-4 1-5 City Water Service Area.................................................................................... 1-16 1-6 City Land Use.................................................................................................... 1-16 2-1 Monthly Variation in Demand at the City's Master Meters................................2-6 2-2 Future Demand...................................................................................................2-12 3-1 Reservoir Storage Capacity Exhibit...................................................................3-34 3-2 Existing Distribution System Map.....................................................................3-40 3-3 Existing System Pressure at 2016 PHD.............................................................3-44 3-4 Existing System Pressure at 2026 PHD.............................................................3-44 3-5 Existing System Pressure at 2036 PHD.............................................................3-44 3-6 Available Fire Flow at 2016 MDD in Existing System.....................................3-46 3-7 Available Fire Flow at 2026 MDD in Existing System.....................................3-46 3-8 Available Fire Flow at 2036 MDD in Existing System.....................................3-46 3-9 Key Fire Flow Locations ...................................................................................3-46 3-10 Key Locations Fire Flow at 2036 MDD in Existing System.............................3-46 3-11 Key Locations Fire Flow at 2036 MDD after All Improvements......................3-46 3-12 Available Fire Flow at 2036 MDD after All Improvements..............................3-46 3-13 Distribution of AC Pipe.....................................................................................3-48 4-1 Per-Capita Water Use ..........................................................................................4-3 xii Ordinance 3230 Exhibit A Page 15 of 1211 No. Figure On or Follows Page 5-1 Municipal Watershed Location..........................................................................5-12 5-2 Lords Lake Reservoir.........................................................................................5-14 5-3 City Lake Reservoir...........................................................................................5-14 5-4 Watershed Road Closure Map 1992-2017.........................................................5-14 8-1 Capital Improvement Projects.............................................................................. 8-2 APPENDICES Appendix A— City of Port Townsend Water Facilities Inventory (WFI)August 2018 Sanitary Survey Report(2017) Appendix B — Water Rights Preliminary Well Permit for Port Townsend Golf Course Water Rights Self-Assessment Appendix C— Notice to WSDOH and Ecology of Intertie Use Port Townsend Paper Company(PTPC)Water Use Agreement Ordinance No. 2777 (between Port Townsend and Jefferson Co. PUD) Appendix D— Land Use and Zoning Descriptions Appendix E— Water System Policies Port Townsend Municipal Code (PTMC) Titles 13.03 System Development Charges, 13.04 Utility Latecomer Agreements, 13.05 Utility Fees, 13.11 General Provisions, 13.12 Water Service and Reservation System Outside of City, 13.13 Water Service Connections, 13.14 Water Main Extensions, Replacements, Improvements, 13.15 Water Service Turn-ons and Shut-offs, 13.16 Water Meters, 13.17 Cross Connections Appendix F— Duty to Service Requirement Complaint Procedure Appendix G— Port Townsend Development Standards Appendix H— Cross-Connection Control Program Cross-Connection Control Assembly Test Status Cross-Connection Control Assembly Tests Scheduled Test Notice— Sample Letter Appendix I— Consumer Confidence Report(2018) Appendix J— Summary of Water Quality Regulations Water Quality Exceedances/Stage 2 DBP Monitoring Water Quality Monitoring Schedule Draft Rule Changes Revised Total Coliform Rule Appendix K— Cryptosporidium Monitoring Plan DBP Sample Monitoring Plan Coliform Monitoring Plan Appendix L— Hydraulic Modeling Results Appendix M—Example Maintenance and Monitoring Forms ORCAA Rule 6.3.4.-Disposal of Asbestos Containing Waste Material xiii Ordinance 3230 Exhibit A Page 16 of 1211 Appendix N— Long Term 2 Enhanced Surface Water Treatment Compliance Project United States Forest Service (USFS) Agreement Appendix O— Olympic Gravity Water System (OGWS) Operation Manual Emergency Contact Information Appendix P— Suggested Boil Water Notice Appendix Q— Detailed Cost Analyses (Capital Improvement Plan) Appendix R— SEPA Environmental Checklist Annotated SEPA Checklist 2018 WSP Cover—Exhibit B 2018 WSP Threshold DNS Notice Appendix S — Port Townsend Cyanotoxin Treatment Protocol September 2017 Appendix T— OGWS OPC—Replacement Cost by Segment xiv Ordinance 3230 Exhibit A Page 17 of 1211 CHAPTER 1 DESCRIPTION OF WATER SYSTEM INTRODUCTION This Comprehensive Water System Plan(Plan) for the City of Port Townsend(City) is an update of the City of Port Townsend Water System Plan (2008). The Plan is prepared in accordance with the Washington State Department of Health (DOH)Washington Administrative Code(WAC) 246-290-100. SYSTEM OWNERSHIP AND MANAGEMENT The City owns and manages its water system for typical municipal purposes that include residential, commercial, industrial, and government uses. Figure 1-1 provides a regional vicinity map. Figure 1-2 shows the northern Quimper Peninsula and the City's Olympic Gravity Water System (OGWS). The DOH water system identifying number for the City's water system is 69000R. A copy of the Water Facilities Inventory(WFI) is included in Appendix A. The Water Operations Manager within the Public Works Department oversees the City's water system. The Water Operations Group is composed of two sub-groups, one of which focuses on water quality and treatment issues (the Water Quality Group) and the other focuses on distribution system related issues (Water Distribution Group). The Water Quality and Water Distribution Groups execute day-to-day maintenance and operation activities. Water system planning, design, and other non-routine management of the water system are addressed by engineering staff within the Public Works Department or hired consultants. The City's Public Works Department is located at 250 Madison Street, Suite 2R in Port Townsend, Washington. The Water Operations Manager reports to the Public Works Director, The Public Works Director reports to the City Manager who in turn reports to the Mayor and City Council. PURPOSE In accordance with WAC 246-290-100 and the DOH, water system plans must be updated every 10 years, or more frequently if necessary, to reflect the current conditions of the water system. The complete Water System Plan was last updated in 2008. A partial update was adopted in 2014 with the understanding that the full Plan would be updated upon completion of the new water treatment facility in 2017. In order to fulfill planning requirements, the City has authorized Gray& Osborne, Inc., to prepare an update to the Plan. City of Port Townsend 1-1 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 18 of 1211 Gray &Osborne, Inc., Consulting Engineers The purpose of the Plan is to assist the City with developing a long-term planning strategy for its water utility. The Plan evaluates the existing system and its ability to meet the requirements for source, quality, storage, and distribution over a 20-year planning period. Recommendations for system improvements are made in conformance with the planning requirements of the State of Washington's Growth Management Act (GMA) and in conformance with the DOH rules and regulations for public water systems. BACKGROUND INFORMATION The City's isolation at the north end of the Quimper Peninsula, in the rain shadow of the Olympic Mountains, made it necessary early in the City's history for community and industry leaders to look further to the south for sufficient water supply. A summary of the history of the City's water system, its geographical and climatic setting, and its spatial relationship to nearby water systems are presented in the following subsections. Since the Port Townsend water system relies exclusively on surface water as its source, a key component of the City's water system is the watershed where the source originates. Most land within the municipal watershed is managed by the United States Forest Service (USFS). In order to ensure that the watershed continues to provide high quality source water to the City, the City and the USFS have entered into an agreement in which both parties outline their responsibilities in the Cooperative Watershed Protection Program. A copy of this agreement is located in Appendix N and is discussed in more detail in Chapter 5. HISTORY OF WATER SYSTEM DEVELOPMENT The Spring Valley Water Company (SVWC) supplied the City of Port Townsend with water in the late 1800s and the early 1900s. The SVWC's original water supplies were springs near the pond at F Street and San Juan Avenue near the existing Golf Course. The SVWC later began development of a diversion on Snow Creek,just west of Crocker Lake, as additional water was required for growth. The City acquired the SVWC in 1904 and finished construction of a wood stave pipeline and diversion in 1906. Snow Creek served as the City's water supply until 1928 when construction of the Crown-Zellerbach Kraft Paper Mill (now Port Townsend Paper Corporation) created water demands that far exceeded the capacity of the Snow Creek supply system. To accommodate the demands from the Mill, the City applied for and received water rights to the Big Quilcene River and Little Quilcene River and the City and Crown- Zellerbach cooperatively undertook construction of the Big Quilcene diversion and transmission pipeline. Wood stave pipe ranging in diameter from 20 to 30 inches was constructed from the timber crib diversion structure on the Big Quilcene River to the City of Port Townsend. Between the 1950s and early 1970s, the wood stave pipe was replaced with steel pipe. The existing 28.5-mile pipeline from the Big Quilcene River diversion to the City is comprised mostly of 30-inch diameter steel pipe with some 1-2 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit Page 19 of 1211 PORT TOWNSEND WHATCOM PEND SAS OREILL OKANOGAN FERRY 5 SKAGIT STEVEN ND CLALLAM SNOHOMISH JEFFERSON CHELAN Q SEATTLE SP NE • F DOUGLAS LINCOLN Y SPOKAN" GRAYS MASON KING GRANT so HARBOR 90 KITTITAS 0 IA PIERCE ADAMS WHITMAN TH RSTON PACIFIC LEWIS FRANKLIN YAKIMA GARFIEL WAHKIAKUM 5 COLUMBIA \ C WLITZ SKAMANIA BENTON WALLA WALLA ASOTIN CLARK KLICKITAT VICINITY MAP NOT TO SCALE CITY OF PORT TOWNSEND WATER SYSTEM PLAN FIGURE 1-1 VICINITY MAP vm7&o,uume,I .. CONSULTING ENGINEERS Ordinance 3230 Exhibit A Page 20 of 1211 Ordinance 3230 Exhibit A Page 21 of 1211 Gray &Osborne,Inc., Consulting Engineers shorter sections of 24-, 28- and 36-inch diameter steel pipe. The supply pipeline, known as the Olympic Gravity Water System(OGWS), is shown in Figure 1-2. The City and the Mill developed the Little Quilcene River source in 1956 as a supplemental supply to the Big Quilcene River supply. A timber crib diversion dam was constructed on the Little Quilcene River along with a 20-inch diameter steel pipeline to convey water by gravity to Lords Lake Reservoir, which was also constructed in 1956. A 20-inch diameter pipeline connects Lords Lake to the 30-inch diameter OGWS. The Little Quilcene River timber crib diversion was replaced in 1995 with a concrete diversion structure. The City owns all of the diversions, reservoirs, and transmission facilities associated with the OGWS as well as the water rights. Since construction of the Big Quilcene diversion, the City and Mill have had a lease agreement that delegates responsibility for the operation and maintenance of the diversion and transmission facilities to the Mill. Lease payments by the mill paid the debt service for the construction of the Big Quilcene project as well as the Little Quilcene project and transmission line replacement. City staff operates the City's water distribution and treatment systems. GEOGRAPHY Port Townsend is located approximately 50 miles northwest of Seattle at the tip of the Quimper Peninsula and covers approximately 4,652 acres. The City is bounded by Port Townsend Bay to the south, Admiralty Inlet to the east, and the Strait of Juan de Fuca to the north. Unincorporated Jefferson County lies to the west. The City's service area lies within the Puget Sound lowlands on the Quimper Peninsula in eastern Jefferson County. The Quimper Peninsula is a smaller peninsula extending into Admiralty Inlet from the larger Olympic Peninsula. The Olympic Mountains are located to the west and southwest and are the source of numerous river systems. Regional landforms have been shaped by historical glacial periods. The Puget Sound lowlands are essentially a glacial drift plain with underlain soils deposited by advancing and retreating glacial ice. At least four separate glaciers have invaded the Puget Sound lowlands, leaving behind a complex series of sediments up to 2,000 feet thick. The Quimper Peninsula is generally characterized by wooded rolling hills that trend north-south. Ground surface elevations on the peninsula range from sea level to approximately 500 feet. Steep, wave-cut bluffs along Discovery Bay, the Strait of Juan de Fuca, and Puget Sound are common. Indian and Marrowstone Islands are consistent with the general topographic features of the adjacent peninsula. City of Port Townsend 1-3 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 22 of 1211 Gray &Osborne,Inc., Consulting Engineers CLIMATE The northern end of the Quimper Peninsula, in the rain shadow of the Olympic Mountains, does not typically receive the heavy precipitation common in other parts of the Olympic Peninsula and Puget Sound lowlands. The majority of the City's annual precipitation, mostly in the form of rain, occurs in the winter months, when most weather patterns pass over the City from the south. The City's average annual minimum and maximum precipitation are approximately 12 inches and 27 inches, respectively, while the average annual precipitation is approximately 18 inches. Average annual precipitation in the northern portion of the municipal watershed is less than 50 inches. Southward toward the Tunnel Creek drainage, average precipitation increases to 75 inches in the vicinity of Mt. Constance. Annual rainfall at the Big Quilcene diversion, between 1950 and 1980, ranged from a low of 36.76 inches in 1976 to a high of 86.29 inches in 1966, averaging 68.28 inches. Climate change is projected to alter environmental conditions across the region. Consequences for the Port Townsend water system are expected to include challenges for water supply, water quality, watershed health and infrastructure. ADJACENT PURVEYORS The City's water service area and those of nearby water systems are shown in Figure 1-3. There are three water systems that share a boundary with the City and include: Deaner Line, Jamie Kozelisky, and Quimper(Jefferson County PUD No.1). Other purveyors located on the Quimper Peninsula, but not sharing a boundary with the City include: Jefferson County PUD No. 1 Vandecar, Cape George, and Jefferson County PUD No. 1 Valiani. INVENTORY OF EXISTING FACILITIES The primary facilities of the City's water system are summarized in Table 1-3 and shown in Figure 1-4. This section provides a brief description of these facilities. Source of Supply The City water system is supplied by surface water from the Big Quilcene and Little Quilcene Rivers, which are located approximately 30 and 20 miles south of the City, respectively. The diversions at the Little Quilcene and Big Quilcene Rivers provide flow to Lords Lake and to City Lake. Both lakes are man-made impoundments. The headwaters of each river originate within the Olympic National Forest and Olympic National Park. The United States Forest Service manages most of the municipal watershed with which the City has a close working relationship. The Big Quilcene River is the primary water supply for the City. Water from the Little Quilcene River diversion is used to fill Lords Lake, which has a capacity of 1-4 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit A Page 23 of 1211 Port Townsend C> Port Townsend Paper Company I nter5e Discovery Bay Indian Island Tri Area 116 Marrow- stone Islan Oak City Lake Reservoir Bay D 19 a ° Transmission Pipeline Port e Ludlow 104 0 Lords Lake Reservoir Little Quilcene River Diversion U d Hood Canal Quilcene 101 CITY OF PORT TOWNSEND WATER SYSTEM PLAN Big Quilcene Dabob FIGURE 1-2 River Diversion � Bay OLYMPIC GRAVITY 01 WATER SYSTEM (OGWS) NqZkk a ID Gray O b , Irio. s orne CONSULTING ENGINEERS Ordinance 3230 Exhibit A Page 24 of 1211 L4 R NMI........N Ell W.I'Al '73 Ln All N., _1 :0 ii 11211 U 0 Sm 1 ............ .&N mn K mm OEM= I RON NONON NO 0 NO mat PIP. ................... gm- .-i m JL-. 2.1 110 Ell IN CITY OF PORT TOWNSEND WATER SYSTEM PLAN FIGURE 1-3 CITYANDADJACENT WATER SERVICE AREAS qk�kk c3�','y 8r h.- CONSULTING ENGINEERS Ordinance 3230 Exhibit A Page 26 of 1211 Ordinance 3230 Exhibit A Page 27 of 1211 m®®9m® ®®HE o®®®u ee ® Morgan Hill 5 Million Gallon Reservoir ® ® ®®� ®�� Booster Pump Station 1 Million Gallon Standpipe ®° ® �®®® ffIELI lum Water Treatment Facility00 ®AMU ® Master Meter ®®®® ®® 000 ® ® a ® o ® Port Townsend Paper Company I nterte 30"OGWS Pipeline Discovery Bay „ ®® Indian ® ®® o Island NO M ® ET 19 101 104 °oo°o°o F-1 ° a x CITY BOUNDARY N CITY OF PORT TOWNSEND WATER SYSTEM PLAN FIGURE 1-4 �I WATER SYSTEM FACILITIES 0 N a Gray�O b , Irio. s orne CONSULTING ENGINEERS Ordinance 3230 Exhibit A Page 28 of 1211 Ordinance 3230 Exhibit A Page 29 of 1211 Gray &Osborne,Inc., Consulting Engineers approximately 500 million gallons. Lords Lake can also be filled from the Big Quilcene Diversion. The City's surface water supplies are high quality and generally very low in turbidity. When the Big and Little Quilcene Rivers experience high-turbidity events, the City and the Port Townsend Paper Company(PTPC)use water stored in Lords Lake or City Lake. The entire system operates by gravity from both of the diversions, to Lords Lake, City Lake, and the City. City Lake functions as a raw-water equalizing reservoir with approximately 140 million gallons of storage. Water Rijzhts The City has water rights for both the Big and Little Quilcene Rivers. In addition to its water rights to these surface water sources, the City also has storage water rights for two raw water reservoirs: City Lake and Lords Lake. Copies of the City's water rights are included in Appendix B. Both the City and the PTPC are supplied from the Big and Little Quilcene Rivers through the Olympic Gravity Water System Pipeline(OGWS). PTPC leases all of the water supply that is not reserved by the City for its own purposes. The City has reserved 7.74 cfs (5.0 mgd) of the OGWS supply for meeting the needs of its retail and wholesale customers. The City's lease agreement with PTPC expires on March 15, 2020. Surface Water The City has surface water rights on the Big Quilcene River and the Little Quilcene River. A summary of the existing water rights are shown in Table 1-1. Permit No. 1021 (Certificate 322) documents a primary water right of 30 cfs of surface water(13,440 gpm) from the Big Quilcene River"to be used within corporate limits of the City of Port Townsend, Townships 30 and 31 North, Range 1 West, and nearby territory." Beginning in 1997 the City voluntarily maintained a minimum 27 cfs downstream flow below the diversion. As a condition of the renewal of the US Forest Service Special Use Permit in 2009, a minimum instream flow of 27 cfs has been mandated to protect the salmon and steelhead fisheries downstream of the diversion. The City and PTPC often reduce withdrawal of water from the Big Quilcene River between August and November and make up the difference with water previously stored in Lords Lake. Despite the complete suspension of diversions, natural stream flows will sometimes drop below 27 cfs. During periods of low streamflow the difference is made up with water previously stored in Lords Lake. The Little Quilcene River water right, Permit No. 9259 (Certificate 7028) allows a withdrawal of up to 9.56 cfs, but is conditioned with the requirement to maintain a minimum 6.0 cfs instream flow below the diversion, if naturally available. There is no specific seasonal restriction on the Little Quilcene water right. However, it is the City's and PTPC's experience that the Little Quilcene diversions are often streamflow limited City of Port Townsend 1-5 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 30 of 1211 Gray &Osborne,Inc., Consulting Engineers between July and October. Between January and July, Lords Lake Reservoir is typically full and only minimal diversions are necessary from the Little Quilcene River. Groundwater The City applied for a 150 gpm irrigation ground water right for use by the Port Townsend Golf Course in June 2002. This source could possibly serve as an emergency supply for the City. Approval of the application is pending. The application request is summarized in Table 1-1 and the water right application is included in Appendix B. Storage Rights The City has water rights for storage in two raw water reservoirs, Lords Lake and City Lake. The rights are summarized in Table 1-1. The two Lords Lake reservoir storage permits were issued as part of the water right certificate for the Little Quilcene River. A separate certificate of water right was issued for City Lake storage. Reservoir Permit R-118 (Certificate 2004) documents a total storage right of 800 acre-feet of surface water in the City Lake reservoir diverted from the Big Quilcene River pursuant to Certificate 322. The City currently owns all of the land within the watershed surrounding City Lake. The current storage capacity of City Lake is approximately 430 acre-feet or 140 million gallons (MG). Reservoir Permit 62 documents a storage right of 750 acre-feet of surface water in Lords Lake diverted from the Little Quilcene River pursuant to Certificate 7028. Reservoir Permit 181 documents a storage right of 1,250 acre-feet of surface water in Lords Lake diverted from the Little Quilcene River pursuant to Certificate 7028. Thus, the total storage right of water in Lords Lake is 2,000 acre-feet (652 MG). The current storage capacity of Lords Lake is approximately 1,535 acre-feet or 500 MG. By installing stop logs within the north dam spillway the volume of Lords Lake has been increased by an additional 70 MG in response to drought conditions. The Washington Department of Ecology authorized lake level increases of 3.5 feet (70 MG) in 2015 and 2.5 feet (50 MG) in 2016. 1-6 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit A Page 31 of 1211 Gray &Osborne,Inc., Consulting Engineers TABLE 1-1 Summary of Port Townsend Water Rights Water Right Permitted Withdrawals Certificate Priority Maximum(i) Annual(2) Water Source Number Date (cfs) (ac-ft/yr) Big Quilcene River 322 02/09/1927 30(3) 21,700 Little Quilcene River 7028 02/09/1927 9.56 ) 6,900 Total Surface Water Rights 39.56(5) 28,600 Ground Water Right(6) Well(Application Only) G2-30059 06/13/2002(') 150 gpm 34 Water Storage Reservoir Rights Acre-feet Million gallons City Lake") R-118(") 02/20/1929 800 261 Lords Lake R-621' 02/09/1927 750 244 Lords Lake R-181(10) 02/09/1927 1,250 407 Total Water Storage Reservoir Rights 2,800 912 (1) Maximum instantaneous withdrawal. (2) Water rights for the Big and Little Quilcene Rivers are based on maximum instantaneous withdrawals and do not contain a maximum acre-feet quantity. The maximum annual average acre-feet values shown would be for the continuous use of the maximum instantaneous flow rate. (3) 30 cubic feet per second(cfs)is equivalent to 19.4 million gallons per day(mgd). Water right is a primary water right. (4) 9.56 cubic feet per second(cfs)is equivalent to 6.2 million gallons per day(mgd). Water right is a primary water right. (5) 39.56 cubic feet per second(cfs)is equivalent to 25.6 million gallons per day(mgd). (6) The Ground water Water Right is a pending water right application. This water right is a supplemental water right. (7) Date application was submitted. (8) Primary Source=Big Quilcene River,Secondary Source=Little Quilcene River. (9) Primary Source=Little Quilcene River, Secondary Source=Big Quilcene River. (10) "R"at the beginning of a water right number indicates a reservoir or storage water right. Raw Water Transmission The OGWS pipeline is capable of transporting approximately 20 million gallons per day (mgd) of raw water to the City's Water Treatment Facility (WTF) and the PTPC. An intertie at the southern City boundary divides the flow between the City and the PTPC. Through a long-term contract between the PTPC and the City, the City is allocated a maximum rate of 7.74 cfs (5 mgd) or 3,472 gpm. In the event of a water shortage, the City has first priority for the available water and the PTPC must cut production or conserve water to deliver the contracted volumes of water to the City. Pre-Treatment Prior to Water Treatment Facility Water from City Lake flows through two sets of mesh screen, which prevents objects larger than 3/32 inch from entering the OGWS pipeline below City Lake. City of Port Townsend 1-7 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 32 of 1211 Gray &Osborne,Inc., Consulting Engineers Water Treatment Facility The new WTF, completed in 2017 is located adjacent to the City's existing water storage tanks. The WTF has the following features: • Raw water flow and pressure control valves. • Mechanical micro-screens for removing algae and larger-sized sediment. • Pressure ultrafiltration membranes for the removal of microbial pathogens (Giardia and cryptosporidium), sediment and semi-colloidal particles. • Sodium hypochlorite feed to provide primary disinfection and a chlorine residual in the finished water throughout the distribution system. • Automated control system. 0 Standby power generator. • Potassium permanganate injection system for treatment of algal toxins in the event toxins are detected in the raw water supply. Reservoirs The City operates two finished water storage reservoirs; a 37-foot tall by 160-foot diameter, 5-million gallon prestressed concrete reservoir that serves the City's low elevation zone and an 84-foot tall by 47-foot diameter, 1-million gallon steel standpipe that serves the City's high elevation zone. Both reservoirs have baffles to increase the contact time (CT) in the reservoir in order to meet CT requirements. Distribution System The City has approximately 110 miles of distribution system pipelines and 4,900 customer connections in its service area. Approximately 56 percent of the distribution system is constructed of asbestos-cement(AC)pipe. The majority of the remainder of the piping system is constructed of polyvinyl chloride (PVC)pipe. The City has complied with water quality testing requirements for asbestos in the water system, demonstrating that concentrations are below the State and Federal Standard. However, AC pipelines have been shown to be susceptible to deterioration in less time than other pipelines constructed of more durable materials. In 2008 the City's Engineering Design Standards were amended specifying ductile iron pipe as the standard for water main installation. Table 1-2 shows an inventory of the City's distribution system pipe. 1-8 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit A Page 33 of 1211 Gray &Osborne,Inc., Consulting Engineers TABLE 1-2 Inventory of City's Distribution System Pipe Pipe Material in feet Pipe Size Asbestos Poly-vinyl Ductile Iron (inches) Cement (AC) Chloride (PVC) (DI) Cast Iron (CI) 4 73,400 4,900 100 0 6 147,600 122,400 1,200 400 8 23,500 61,000 9,400 600 10 32,700 17,500 20,600 0 12 17,700 8,000 0 5,100 16 29,100 0 0 0 Total (feet) 324,000 213,800 31,300 6,100 Total (miles) 61.4 40.5 5.9 1.2 Booster Pumps The Morgan Hill Booster Pump Station, constructed in 2004, has two domestic flow pumps (one service, one standby), three high flow pumps (two service, one standby), and emergency power, and serves a closed distribution system with 2,000 gallons of storage via a hydro pneumatic tank on top of the hill. TABLE 1-3 Summary of Primary Water System Facilities Year Elevation Construction Facility Constructed Description/Size (feet) Capacity Materials Source of Supply Big Quilcene River 1928 Timber crib 1,023 19.4 mgd Timber Diversion diversion (overflow) Little Quilcene River 1956 Concrete diversion 1,050 6.2 mgd Concrete Diversion Rebuilt 1995 (overflow) Lords Lake 1956 Earthen dam 918.35 500 MG Natural (spillway overflow) City Lake 1906 Earthen dam 610.76 120 MG Natural (overflow) Raw Water Transmission OGWS 1928 Steel pipeline from Varies Approx. Steel Rebuilt 1950s Big Quilcene to 20 mgd City City of Port Townsend 1-9 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 34 of 1211 Gray &Osborne,Inc., Consulting Engineers TABLE 1-3— (continued) Summary of Primary Water System Facilities Year Elevation Construction Facility Constructed Description/Size (feet) Capacity Materials Treatment Water Treatment 2017 Memcor CP -- 2.95 mgd -- Facility Pressurized design membrane capacity ultrafiltration, free chlorination Reservoirs 5-MG Reservoir 2017 37 feet tall by 328.75 5 MG Concrete 160 feet diameter (overflow) 1-MG Standpipe 1994 84 feet tall by 375 1 MG Steel 47 feet diameter (overflow) Booster Pumps Morgan Hill Booster 2004 Two domestic flow -- 100 gpm -- Pump Station pumps (one each service, one (domestic), standby), Three 550 gpm high flow pumps each(high (two service, one flow) standby) PROJECTS COMPLETED SINCE COMPLETION OF LAST WSP Table 1-4 includes a summary of projects completed since 2009, which was the last year a full Water System Plan was approved. The City has also replaced a number of small diameter service lines, which are not included in this summary. 1-10 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit A Page 35 of 1211 Gray &Osborne,Inc., Consulting Engineers TABLE 1-4 Water System Projects since 2009 Project Year Constructed Upper Sims Way- waterline improvements 2009-2010 City Lake - outlet and flow control replacement 2012-2013 Ash Loop Group B Water System—well decommissioning and 2013 connection to the Port Townsend Water System Stillpoint Lane - waterline connection between Lake Street and 2014 North Jacob Miller Road Lincoln Beach-pipeline replacement project 2015 49th Street—water system tie-ins (4-, and 10-inch), new hydrant 2015 55th Street and Hill Street—tie-in 2015 Rainier Street—waterline (10-inch) extension as part of WTF 2016 project Howard Street—waterline improvements 2016-2017 5-MG Reservoir and finished water booster pumping station 1 2016-2017 Membrane Filtration Water Treatment Facility 2016-2017 RELATED PLANNING DOCUMENTS Several planning documents include information that is necessary for the development of the Plan. Related DOH planning documents, regional plans, and City water system plans utilized in development of this Plan are summarized here. DOH PLANNING DOCUMENTS • Water System Design Manual prepared by the Washington State Department of Health in December 2009. • Water System Planning Handbook prepared by the Washington State Department of Health in April 1997. • Water Use Efficiency Guidebook prepared by the Washington State Department of Health in January 2011. REGIONAL PLANS AND DOCUMENTS • Jefferson County Coordinated Water System Plan Update, 1996. In 1983, the Jefferson County Board of Commissioners declared Jefferson County as a Critical Water Supply Service Area(CWSSA). The Water Utility Coordination Committee (WUCC) was formed to oversee the development of recommendations for individual utility plans and a City of Port Townsend 1-11 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 36 of 1211 Gray &Osborne,Inc., Consulting Engineers countywide program for coordinated management of water supply within Jefferson County. The first Jefferson County Coordinated Water System Plan(CWSP) was completed in 1986. The CWSP provides a framework for coordinating water service by the various providers in the County. Consistent with RCW 43.20.260, individual water system planning documents for each purveyor within the CWSSA must conform to the regional framework established by the adopted CWSP. The Public Water System Coordination Act (Chapter 246-293 WAC)requires a review and update of the CWSP every 5 years, or sooner if necessary. Jefferson County, the City, and the PUD jointly funded the update of the 1986 CWSP. In 1993, a draft CWSP was released for review. The WUCC was reorganized and officially designated by the Board of County Commissioners. The 1993 draft became the basis of the 1996 CWSP. The 1996 CWSP was approved by the WUCC on November 27, 1996, and the DOH on May 12, 1997. The WUCC has met periodically to update the CWSP service areas and make policy changes. Jefferson County has been the lead agency for WUCC planning since 2002. • Dungeness/Quilcene Water Resources Management Plan, 1994. The Dungeness/Quilcene (D/Q) Plan, competed in June 1994 and approved by the Washington State Department of Ecology(Ecology) in September 1994, contains recommendations for water resources management for the region and specifically for Clallam and Jefferson counties. The D/Q Plan was produced in accordance with the Chelan Agreement over the course of 3 years with caucuses representing agriculture, business, the environment, fisheries, recreation, and local, state, and tribal governments. Recommendations relating to conservation, instream flow, habitat restoration, and groundwater withdrawal could eventually become components of government policy. • Jefferson County Water Resources Council. The Jefferson County Water Resource Council was formed in recognition of the complexity of water issues in east Jefferson County, to build relationships, to set priorities, and to solve problems related to water resource issues. The purpose of the council was to provide a collaborative forum for coordination and cooperation among all interests, while avoiding duplication with other groups. The council was an advisory body to make recommendations concerning the use, protection, restoration, and enhancement of the water resources of east Jefferson County. The council's tasks included development of implementation strategies based on the recommendations of the D/Q Water Resources Management Plan and supporting a balance of economic, cultural, and environmental interests in the management of the water resources in east Jefferson County. 1-12 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit A Page 37 of 1211 Gray &Osborne,Inc., Consulting Engineers The City was a charter member of the council and provided the sole source of funding for coordination and facilitation from 1995 to late 1996. In August 1996, the City entered into a Memorandum of Understanding (MOU) with the PUD to share coordination funding. Jefferson County itself became a participating member of the council in early 1998. The council has not been active since the establishment of the WRIA-17 Planning Unit in 1998. • Water Resource Inventory Area (WRIA)—17 Watershed Plan, 2005. The Washington State Legislature passed HB2514, the Watershed Management Act of 1998. The purpose of the Watershed Management Act(Act) was to provide a framework for addressing water quality, water quantity, and salmon habitat issues at the local level. The Act provided grant funding to Planning Units, which are councils of governmental and non-governmental entities,to determine the status of water resources in a watershed; and resolve the often-conflicting demands for that water, including ensuring that enough water is available for salmon. Each Planning Unit is responsible for a specific geographic area, called a Water Resource Inventory Area, or WRIA. The WRIA boundaries were established in the state's administrative code. The goal of the WRIA 17 Planning Unit was to create a watershed plan that addressed water quantity, water quality, instream flows, and habitat, using the D/Q Plan as a foundation. • Jefferson County Comprehensive Plan and Unified Development Code, 2004. Jefferson County adopted its first post-GMA Comprehensive Plan in 1998 and substantially updated it in 2004. The Plan includes policies and strategies for land use, housing, capital facilities, utilities, transportation, economic development, and natural resources and environment. The Unified Development Code (UDC) came into effect in January 2001 as the set of regulations that implement the Comprehensive Plan. Policies, regulations, and maps were adopted for the Irondale and Port Hadlock Urban Growth Area(UGA) in 2004, which has since been contested before the GMA Hearings Board. Within the City's service area, the City is responsible for planning and implementing water system development and proper utility management. Water service outside the City limits must be developed in conformance with the land use policies of Jefferson County. CITY OF PORT TOWNSEND PLANNING DOCUMENTS • City of Port Townsend GMA Comprehensive Plan, 1996. The City adopted its Comprehensive Plan by Ordinance No. 2539 in July 1996. The Plan was prepared to comply with the GMA and includes policies and City of Port Townsend 1-13 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 38 of 1211 Gray &Osborne,Inc., Consulting Engineers strategies for land use, housing, capital facilities, utilities, transportation, and economic development. As a result, other City plans, policies, and regulations must be consistent with the Comprehensive Plan. Future water system needs are based on the land use plan in this document. The City's GMA Comprehensive Plan states that it will provide water service as prescribed by the Plan. Utilities such as wastewater and storm water will provide service as prescribed in their respective planning documents. This Water System Plan was developed in concert with the vision,policies, goals, and objectives of the GMA Comprehensive Plan. Since the Comprehensive Plan mandated by GMA was adopted in 1996, amendments have been made on an annual basis both for local needs and to maintain Plan consistency with legislative amendments to GMA and for internal consistency among its elements. In addition, the City updates its Capital Improvement Program annually to enhance the applicability of the Comprehensive Plan capital facilities funding. Development regulations have been updated on an as-needed basis. The following GMA required elements of the Comprehensive Plan were updated in 2016: Land Use, Housing, Capital Facilities and Utilities, and Transportation. • City of Port Townsend Water System Plan, 2008. The City's 2008 Water System Plan was prepared by CH2M Hill and approved by DOH. The plan provided a review of the existing water system, an analysis of its hydraulics, recommendations for system improvements, and a plan for meeting Federal and State requirements. • City of Port Townsend Water System Plan Update, 2014. The purpose of the 2014 Water System Plan was to update the 2008 Water System Plan for a 3-year period. At the end of that time, the City's new Water Treatment Facility (WTF) that complies with the USEPA's Long—Term 2 Enhanced Surface Water Treatment Rule (LT2), was completed and in operation. • City of Port Townsend Department of Public Works Engineering Design Standards Manual. The purpose of the Engineering Design Standards is to establish minimum requirements for all development in the City relating to water, sewer, storm drainage, transportation, utilities, clearing and grading, erosion control, and construction activities. This document is intended to be used in conjunction with the City of Port Townsend Municipal Code (PTMC) and other applicable design and construction standards including, but not limited to, the latest edition of the Standard Specifications for Road, Bridge, and Municipal Construction, prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association. 1-14 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit A Page 39 of 1211 Gray &Osborne,Inc., Consulting Engineers • Water Treatment Facility Preliminary Design Report prepared for the City of Port Townsend by HDR in December 2014. This Report analyzed the City of Port Townsend's plan to install membrane filtration as its preferred method of complying with the Surface Water Treatment Rule (SWTR) and the Long Term 2 Enhanced Surface Water Treatment Rule (LT2ESWTR). INTERLOCAL AGREEMENTS JEFFERSON COUNTY PUD AGREEMENT The City of Port Townsend Ordinance No. 2777 approved and authorized the sale and exchange of certain water utility properties and facilities between the City of Port Townsend and Jefferson County PUD (PUD) in 2001. The agreement transferred the PUD's water supply and distribution facilities in the Glen Cove Area to the City and the City transferred its water supply and distribution facilities in the Tri-Area to the PUD. A copy of the agreement (Ordinance No. 2777) is included in Appendix C. SERVICE AREA CHARACTERISTICS EXISTING SERVICE AREA The City's existing water service area is shown in Figure 1-5. The existing service area incorporates all areas within the City limits and adjacent lands to the west and to the south of the City limits. The area served west of the City limits is currently zoned rural by the Jefferson County and is not expected to be designated as an Urban Growth Area (UGA)in the near future. The area to the south, Glen Cove, is an unincorporated part of the City's service area. See Interlocal Agreements above. An agreement and two resolutions related to the City's service area is included in Appendix C. These documents describe actions that have already transpired such as transference of ownership of the Tri-Area system to Jefferson County PUD and the Glen Cove system to the City. These documents, adopted in 1996, serve as the basis for establishing the City's service area boundaries, provision of service, and related water service issues under which the City continues to operate. FUTURE SERVICE AREA AND RETAIL WATER SERVICE AREA The City is planning to incorporate into its future service area 15 properties that directly abutting the existing service area as shown in Figure 1-5. Note: The City's water service area was updated in 2019 to include those parcels outside of the previous water service area boundary that had been served by the City water system historically. City of Port Townsend 1-15 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 40 of 1211 Gray &Osborne,Inc., Consulting Engineers LAND USE AND ZONING Current land use for the City consists of a mixture of residential, mixed use, commercial, industrial, public facilities, parks, and open space. A land use map is presented in Figure 1-6. Descriptions of the zoning categories are provided in the City's and County's GMA Comprehensive Plans. Copies of these descriptions are provided in Appendix D. The City's historical land use pattern was established during the 1800s. During this period,plats were created with little regard to the topography or other natural physical limitations of the land. The result of this platting activity is a largely uniform series of approximately 11,100 parcels, typified by the 50-foot by 100-foot lot size. Land use and zoning for all service areas outside of the City limits are within the jurisdiction of Jefferson County. SERVICE AREA AGREEMENTS Along with the City of Port Townsend and the Jefferson County PUD's exchange of water systems in 2001, both the City and the PUD adopted revisions to their respective service areas. Figure 1-3 outline the current service areas. SERVICE AREA POLICIES The City manages its water utility in accordance with water system policies that govern various aspects of water utility operations. These policies are presented in table format in Appendix E. The City's water utility policies were prepared with guidance from the City's Water Advisory Committee and represent a consensus of a variety of opinions and perspectives. The policies provide the framework for the development of this plan, and provide guidance for directing the City's water service. Establishment of these policies was necessary to provide uniform treatment for the same class of customers or service and facilities furnished and to document the basis for service for current water system customers and those considering service from the City. The City's water utility mission is: "The water utility is committed to providing a safe, reliable supply of high quality water, and responsive service to its customers." CONDITIONS OF SERVICE It is a requirement of the City of Port Townsend that all new development within the City limits must connect to the City water system. Wells for domestic use are prohibited. In the service area outside the City limits, the City has the right of first refusal regarding water service. If the City cannot provide service in a timely and reasonable or safe and reliable manner, the Applicant may seek service from another service provider in 1-16 City of Port Townsend July 2019 Water System Plan I I ■1� ill■■11 Mm C:C • ,- �/ ��1:■+` Ali. 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CONSULTING ENGINEERS Ordinance 3230 Exhibit A Page 44 of 1211 Ordinance 3230 Exhibit A Page 45 of 1211 Gray &Osborne,Inc., Consulting Engineers accordance with the adopted Coordinated Water System Plan (CWSP). City water service shall not be provided outside the City's currently adopted water service area except for system looping, fire flow requirements, needs that provide enhanced service within the service area, mitigation of a threat to public health or welfare, protection of an area of environmental sensitivity, or to meet prior contract obligations. Contractual obligations include service to the PTPC through March 15, 2020, and thereafter subject to rates as determined by City. (see Appendix Q. DUTY TO SERVE Municipal water suppliers have a duty to provide service to all new connections within their retail service area if the purveyor has sufficient capacity and water rights, the service is consistent with adopted local plans and regulations, and the utility can provide service in a timely and reasonable manner. The City is responsible, within its service area, for planning and implementing water system development. Appendix F includes the DOH Fact Sheet for the Duty to Provide Service Requirement (DOH 331-366). CITY RESPONSIBILITY The City shall own all water mains, service connections and appurtenances in public streets or utility rights-of-way or easements to the property owner's side of the water meter. The person responsible for construction of such utility lines shall relinquish all interest in the ownership of such lines upon acceptance by the City. CUSTOMER RESPONSIBILITY The ownership and responsibility for the maintenance of individual service pipe extensions from the meter to the premises served shall be that of the Owner of the premises served and the City shall not be liable for any part thereof(Ord. 2579 § 1, 1997). CONNECTION FEE SCHEDULE Water system development charges are set forth in current(PTMC) Chapter 13.03. This section is included in Appendix E. METER AND MATERIALS SPECIFICATIONS Material specifications for meters, pipe, fittings, valves, hydrants and other miscellaneous water system materials are available in Chapter 2 of the Port Townsend Engineering Design Standards and located in Appendix G. City of Port Townsend 1-17 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 46 of 1211 Gray &Osborne,Inc., Consulting Engineers CONSENT AGREEMENTS FOR INSPECTION,MAINTENANCE, AND REPAIR ACTIVITIES WHICH MAY DISRUPT WATER SERVICE All water system installations shall be inspected and approved by the City. All piping, pumping, storage, and other facilities shall be located on public rights-of-way or dedicated utility easements. Utility easements must be a minimum of 20 feet in width, and piping shall be installed no closer than 5 feet from the easement's edge unless approved by the City. Easements/rights-of-way for multiple utilities shall be a minimum of 25 feet wide. Any person with an existing service connection or applying for a service connection to the City's water system shall be deemed to have freely and voluntarily consented to entry by authorized City employees with proper identification, at reasonable hours of the day and when conditions allow, or except in emergency upon advance notice to the occupant, onto all parts of the premises or within buildings for the purpose of inspecting the water system construction and/or checking conformity to the PTMC regulations and the Port Townsend Development Standards. All other right of entry by City employees shall be governed by the procedures of Chapter 20.10 of the PTMC (Ord. 2579 § 1, 1997). CROSS-CONNECTION CONTROL REQUIREMENTS Cross connections to the City's water system are prohibited. Cross-connection control shall be in accordance with WAC 246-290-490 et seq and the Accepted Procedure and Practice in Cross-Connection Control Manual—Pacific Northwest Section of the American Water Works Association, latest edition. Service connections shall conform to the standard detail drawings in Appendix G and to WSDOT/APWA Standard Specifications Section 7-15 according to PTMC Chapter 13.17.030 included in Appendix E. In addition, the City's Cross-Connection Control Program(CCCP), located in Appendix H, establishes minimum operating policies and backflow prevention assembly installation and testing practices and procedures. The authority to enforce this CCCP is established through Chapter 13.17 PTMC. LATECOMER PAY BACK PROVISIONS Conditions for utility latecomer agreements are outlined in the PTMC Chapter 13.04. This section is included in Appendix E. DEVELOPER EXTENSION REQUIREMENTS, DESIGN STANDARDS, FINANCING RESPONSIBILITIES, OR PROFESSIONAL ENGINEER DESIGN REQUIRED Any extension of the Port Townsend Water System must be approved by the Public Works Department and all extensions must conform to these standards, the Port Townsend Water System Plan, the rules and regulations of the DOH(Chapter 246-290 WAC),the fire authority requirements, and the Washington Surveying and Rating Bureau 1-18 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit A Page 47 of 1211 Gray &Osborne,Inc., Consulting Engineers (ISO). In designing the planning for any development, it is the Developer's responsibility to see that adequate water for both domestic and fire protection use is attainable. The design of a water system extension is the responsibility of the Developer proposing the construction and upgrading the public water system. All Applicants for water system connections and improvements shall furnish drawings and specifications necessary to describe and illustrate the proposed water system improvements. If base maps prepared by a licensed land surveyor are available, the design and construction plans shall be submitted on such maps. If base maps are unavailable, the Public Works Director may require a survey to avoid conflicts with existing facilities, to determine elevations and contours, and to determine the right-of-way for utility placement. • All plans for main extensions and water system improvements shall be prepared, signed and stamped by a civil engineer licensed in the State of Washington. • For main extensions and replacements of 260 feet (one city block) or less in Tier 1, which do not require engineered plans under another authority of PTMC, the Developer has the option of the City performing the engineering for the fee identified in Chapter 3.36 PTMC. Alternatively, the Developer may pay for his or her own engineering with the full cost to be borne by the Developer. • All design and construction plans and specifications shall be prepared in accordance with current DOT/APWA standard specifications and the City's Engineering Design Standards. If discrepancies exist in the standards and specifications, the City Engineering Design Standards shall take precedence. • The requirement for engineered plans may be waived in certain instances as defined by the PTMC and approved by the City Engineer for minor improvements to the water system that can be adequately inspected and certified by the City Engineer, and that will still assure the long-term integrity of the water system. As-builts must be submitted for the project. • All plans must be reviewed and approved by the Director prior to proceeding with construction. COMPLAINTS Customer complaint response is discussed in Chapter 6 of this Plan. Complaints occur relatively infrequently and generally are related to dirty water, taste and odor, low pressure, water leaks, and damage to the water system. City of Port Townsend 1-19 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 48 of 1211 Gray &Osborne,Inc., Consulting Engineers SEPA The City of Port Townsend prepared a State Environmental Policy Act(SEPA) checklist for this update to the Comprehensive Water System Plan(Appendix R). The Plan was prepared to comply with the requirements of the Washington Department of Health (DOH) as set forth in the Washington Administrative Code (WAC) 246-290-100. Adoption of this document is a non-project action designed to improve and update the existing Plan. The Plan applies throughout the incorporated limits of the City of Port Townsend, areas of unincorporated Jefferson County specified as the out-of-city service area and where applicable, to users of contractual water service or supply. Following adoption of this Plan, other detailed regulations which implement the Plan may be developed. Future SEPA reviews may be required for project actions undertaken to implement the adopted Plan (i.e., construction of capital facilities). The lead agency for this proposal, Port Townsend Development Services Department, determined that it does not have a probable significant adverse impact on the environment. A copy of the Determination of Non-Significance (DNS) is also included in Appendix R. 1-20 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit A Page 49 of 1211 CHAPTER 2 BASIC PLANNING DATA OBJECTIVE The objective of this chapter is to present basic planning data and water demand forecasts needed to assess the current and future capabilities of the water system to provide service. This chapter provides historic and projected population, service connections, and water use data, and develops the water demand associated with the planning element known as an Equivalent Residential Unit (ERU). The chapter also includes projected land use and water demands for 10-, and 20-year planning periods. The water use data and water demand forecasts found in this chapter comprise two of the three elements required for the development of a water use efficiency(conservation) program. The third required element is implementation of the water use efficiency program and its component parts, which is addressed in Chapter 4. HISTORIC POPULATION AND SERVICE CONNECTIONS In this section historic system demands are examined in terms of historic water production per source, total water production, production per capita and per connection for the City of Port Townsend. This information is used later in this chapter to project future water system demands and evaluate water use efficiency. SERVICE AREA POPULATION Past growth trends are important in predicting future growth. The Port Townsend Water System serves customers both within City limits and areas outside City limits, referred to as West of City/Glen Cove. The Port Townsend population is from the US Census. Population for the West of City/Glen Cove areas are not readily available; therefore, the population has been estimated. The estimate was calculated by dividing the Port Townsend population by the number of Port Townsend residential connections to obtain the number of persons per connection in Port Townsend. This was done for each year. The resultant value was then multiplied by the number of service connections in the West of City and Glen Cove areas to obtain a population for that year. Historical population estimates for years 2000 through 2016 are presented in Table 2-1. City of Port Townsend 2-1 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 50 of 1211 Gray &Osborne, Inc., Consulting Engineers TABLE 2-1 Historical Population City of Port West of City/ Total Service Area Year Townsend Glen Cove Population 2000 8,334 238 8,572 2001 8,441 245 8,686 2002 8,554 588111 9,142 2003 8,433 576 9,009 2004 8,543 576 9,119 2005 8,796 608 9,404 2006 8,889 627 9,516 2007 8,945 667 9,612 2008 9,033 688 9,721 2009 9,034 689 9,723 2010 9,113 708 9,821 2011 9,215 121713 131 9,928 2012 9,3 18 717 10,035 2013 9,423121 722 131 10,145 2014 9,528 726 131 10,254 2015 9,635 731 10,366 2016 9,T437T 735 10,478 (1) Glen Cove service area was acquired from the Jefferson County PUD in 2002 resulting in the increase in population. (2) City of Port Townsend population for years 2011 through 2016 are based on the 2010 Census and projected forward at a rate of 1.12 percent compounded annually(adopted by Jefferson County and the City of Port Townsend as part of a countywide growth management planning population projection-Resolution No. 38-15(October 26,2015)). (3) Unincorporated Rural and Resource Area(West of City/Glen Cove)area for years 2011 through 2016 are projected forward at a rate of 0.62 percent compounded annually(adopted by Jefferson County and the City of Port Townsend as part of a countywide growth management planning population projection-Resolution No. 38-15 (October 26,2015)). TOTAL SERVICE CONNECTIONS The City of Port Townsend tracks the number of service connections for each customer class both within the City limits and in the West of City/Glen Cove areas. Table 2-2 includes data from 2007 to the end of 2016. 2-2 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit A Page 51 of 1211 Gray &Osborne,Inc., Consulting Engineers TABLE 2-2 Historical Water Service Connection History Customer Classification 1 2007 1 2008 1 2009 1 2010 1 2011 1 2012 1 2013 1 2014 2015 1 2016 City of Port Townsend Residential 3,796 3,831 3,881 3,898 3,914 3,933 3,961 3,986 4,011 4,102 Commercial 305 308 311 316 317 313 313 307 313 315 Government 57 57 56 55 55 56 56 60 55 57 Subtotal In-City 4,158 4,196 4,248 4,269 4,286 4,302 4,330 4,353 4,379 4,474 West of Cit /Glen Cove Residential 283 292 296 303 304 308 304 316 318 318 Commercial 45 45 46 46 46 46 46 46 46 48 Government 0 0 4 4 4 4 4 4 4 4 Subtotal W.C./G.C. 328 337 346 353 354 358 354 366 368 370 Total 4,486 4,533 4,594 4,622 4,640 4,660 4,684 4,719 4,747 4,844 GROWTH RATE PROJECTION Under the Growth Management Act (GMA), all cities and counties must designate sufficient land with appropriate densities to accommodate the next 20 years of projected population growth. The City last developed population forecasts in 2015, which were adopted by mutual agreement between the City and Jefferson County. At that time, both the City and County selected the medium range forecast developed by the OFM for GMA planning purposes. Table 2-3 shows the City's projected population in 2036 from the Jefferson County Resolution No. 38-15. Population projections for the West of City/Glen Cove areas are not readily available. Therefore, the West of City/Glen Cove area's future population has been projected at the Unincorporated Rural and Resource Area annual growth rate of 0.62 percent from Table 2A Jefferson County and City of Port Townsend 20-Year Population Projection and Allocation(2016-2036), Jefferson County Resolution No. 38-15. Table 2-3 excerpts data from the aforementioned Table 2A. TABLE 2-3 Jefferson County and City of Port Townsend 20-Year Population Projection and Allocation (2016-2036) (2010 -2036) Projected Estimated Compound 2010 Growth Projected 2036 Annual Area Population (2016-2036) Population Growth Rate Port Townsend 9,113 2,711 12,165 1.12% UGA (Incorporated) Unincorporated 14,576 2,260 17,119 0.62% Rural and Resource Areas City of Port Townsend 2-3 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 52 of 1211 Gray &Osborne,Inc., Consulting Engineers Table 2-4 includes the projected population of Port Townsend and the West of City/Glen Cove area. Port Townsend's population utilizes the US Census population from year 2010 and projects to year 2036 at 1.12 percent compounded annually. West of City/Glen Cove population is calculated from the Port Townsend 2010 population divided by the number of service connections to determine the number of persons per connection, then multiplied by the number of connections in the West of City/Glen Cove service area. The resultant population is projected to increase by 0.62 percent from 2010 through 2036 compounded annually. The combined population of Port Townsend and the West of City/Glen Cove area have an annual growth rate of 1.09 percent. TABLE 2-4 Projected Population for Port Townsend and West of City/Glen Cove Area for Years 2017-2036 Port Townsend West of City/Glen Year UGA Cove Area Total 2017 9,852 740 10,592 2018 9,962 744 10,707 2019 10,074 749 10,823 2020 10,187 753 10,940 2021 10,301 758 11,059 2022 10,416 763 11,179 2023 10,533 767 11,300 2024 10,651 772 11,423 2025 10,770 777 11,547 2026 10,891 782 11,673 2027 11,013 787 11,800 2028 11,136 792 11,928 2029 11,261 796 12,057 2030 11,387 801 12,188 2031 11,515 806 12,321 2032 11,644 811 12,455 2033 11,774 816 12,590 2034 11,906 821 12,727 2035 12,039 827 12,866 2036 12,174 832 13,006 2-4 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit A Page 53 of 1211 Gray &Osborne,Inc., Consulting Engineers WATER PRODUCTION MONTHLY PRODUCTION BY SOURCE As described in Chapter 1, the Port Townsend Water System relies on two sources for its raw water demands, the Big Quilcene River and the Little Quilcene River. The Big Quilcene River is the primary source, while the Little Quilcene River fills Lords Lake, which is the source of supply when stream flows are low or turbidity is high in the Big Quilcene River. Both of the raw water sources are metered and records are maintained of daily flow (gallons per day) and peak flow (gallons per minute). Subtraction of City water use from the City Lake outflow provides the quantity of PTPC water use. Prior to construction of the new Water Treatment Facility (WTF), the volume of raw water used by the Port Townsend Water System was measured by the system's master meters located upstream of the water's entry into the system's two reservoirs, the 1-million gallon(MG) standpipe and the 5-million gallon (MG)reservoir. With construction of the WTF, new water metering equipment has been installed to measure water production. WATER USE The term "demand" refers to total water supplied, as measured by the City's master meters. Demand differs from consumption in that consumption refers only to the quantity of water actually purchased, as measured by customer's meters. The difference in quantity between demand and consumption is referred to as Distribution System Leakage or DSL. A component of DSL is "non-revenue water," which includes water used for firefighting, line flushing, etc., that is measured or estimated but not sold. Other components of DSL include system leakage and meter inaccuracies. Demand Current and past demand is presented in Table 2-5 and is based on the City's master meter readings. It is presented in million gallons per day (mgd) and represents the annual average daily demand for the entire service area. The master meter total is based on two separate meters used to measure flow into the 1-MG standpipe and 5-MG reservoir. Analysis of data since 1998 indicates the master meter volume was lower than the customer meter consumption. As a result, the City performed a series of volume tests for both the 1-MG standpipe and 5-MG reservoir meters to determine the meter accuracies. Volume tests were performed over a range of flows that are typical of the City's actual operations. The testing concluded that both meters were under recording the actual flow passing through the meters. Correction factors for both meters were developed and have been applied to the meter readings presented in this Plan. Following the installation of the new meters in the beginning of 2017, the correction factors will no longer be applied. City of Port Townsend 2-5 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 54 of 1211 Gray &Osborne,Inc., Consulting Engineers Average water demand was estimated by averaging data from 2012 through 2016. These averages were computed for the purposes of establishing baseline values (5-year average) for projecting future growth in demand while minimizing the impact of typical annual variations. The 5-year averages are assumed to represent 2017 demand. TABLE 2-5 Master Meter Flow Data (mgd) 5-year Water Meters 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 average 1-MG Standpipe Meter 0.291 0.196 0.141 0.126 0.116 0.144 0.195 0.192 0.203 0.196 0.186 5-MG Reservoir Meter 0.775 0.762 0.864 0.789 0.78 0.747 0.776 0.751 0.729 0.708 0.742 Total of Meters 1.066 0.958 1.005 0.915 0.896 0.891 0.971 0.943 0.932 0.904 0.928 Figure 2-1 depicts the monthly variation in demand. It is presented in millions of gallons per day(mgd) and represents the monthly average daily demand for the entire service area. 2.000 1.800 1.600 1.400 1.200 nn 0 1.000 Z40OZOV74 0Z .� 0.800 0.600 0.400 A 0.200 0.000 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2010 2011 2012 - 2013 2014 2015 2016 FIGURE 2-1 Monthly Variation in Demand at the City's Master Meter 2-6 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit A Page 55 of 1211 Gray &Osborne,Inc., Consulting Engineers Demand is characterized as average day demand(ADD), maximum day demand (MDD), and peak hour demand (PHD). ADD represents the average water conveyed to the distribution system throughout the year, including non-revenue uses, and is used to estimate the total annual amount of supply needed. MDD represents the day of the year during which the maximum amount of water is conveyed to the system. Supply, pumping, storage, and treatment facilities are typically designed with a capacity equal to the projected future MDD. PHD represents the maximum amount of water supplied during a peak 1-hour period during the day when the MDD occurs. PHD is used for sizing distribution piping and distribution system reservoir storage. More specifically, distribution system storage reservoir capacity is typically developed based on a combination of ADD, MDD, and PHD, and their relative differences. Both MDD and PHD data are available from master meter SCADA system readings, which are used as the values for this Plan. The most recent 5 years of data were averaged to determine an overall ADD, MDD, and PHD for the system as the "base year." The 5-year averaged data was utilized to minimize any impact of atypical annual variations. ADD, MDD, and PHD are summarized in Table 2-6. TABLE 2-6 Types of Demand (mgd) Demand 5-year Type 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 average ADD 1.066 0.958 1.005 0.915 0.896 0.891 0.971 0.943 0.932 0.904 0.928 MDD 2.398 1.977 2.223 2.004 1.768 1.88 1.935 1.874 1.886 1.805 1.877 PHD 2.706 2.274 2.605 2.403 2.036 2.357 2.127 2.107 2.107 2.376 2.215 The ratios of MDD/ADD and PHD/MDD are computed for the purpose of characterizing demand for the water system. The demand ratios determined from the 5-year average "base year" for ADD, MDD, and PHD are: • MDD/ADD=2.02 • PHD/MDD= 1.18 CONSUMPTION Consumption for customers is measured at individual service meters. Customers are billed for water service on a monthly basis. Total consumption along with per-capita consumption is presented in Table 2-7. Understanding per-capita water usage is important in identifying water use trends as well as how City water customer's usage compares with customers of other water utilities. Per-capita consumption was computed by dividing residential consumption by population. City of Port Townsend 2-7 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 56 of 1211 Gray &Osborne,Inc., Consulting Engineers TABLE 2-7 Average Day Consumption (mgd) (Includes Non-Residential Use) 5-year Customer Classification 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 average City of Port Townsend Residential 0.632 0.579 0.618 0.560 0.544 0.534 0.550 0.553 0.546 0.540 0.545 Commercial 0.167 0.155 0.149 0.148 0.146 0.147 0.152 0.145 0.147 0.151 0.148 Government 0.083 0.070 0.067 0.058 0.055 0.049 0.053 0.053 0.060 0.053 0.054 Irrigation 0.060 0.052 0.059 0.052 0.050 0.050 0.059 0.068 0.060 0.056 0.059 SubtotalIn-City0.942 0.856 0.893 0.818 0.795 0.780 0.813 0.818 0.813 0.800 0.805 West of Cit /Glen Cove Residential 0.045 0.044 0.051 0.043 0.042 0.040 0.041 0.042 0.045 0.042 0.042 Commercial 0.013 0.011 0.009 0.007 0.006 0.005 0.007 0.006 0.006 0.010 0.007 Government 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.000 0.000 0.000 Irrigation 0.000 0.000 0.000 0.000 0.000 0.001 0.001 0.000 0.000 0.000 0.000 Subtotal W.C./G.C. 0.058 0.055 0.061 0.050 0.048 0.046 0.050 0.049 0.052 0.053 0.049 Combined Total 1.000 0.911 0.954 0.868 0.843 1 0.826 0.864 1 0.867 0.865 1 0.853 0.855 Residential Per-Capita Consum tion( cd) Per-Cap Ave Day 71 64 68 61 59 58 60 59 58 57 58 Consumption Service Area Population 9,612 9,721 9,723 9,821 9,928 10,035 10,145 1 10,254 10,366 1 10,478 10,256 DISTRIBUTION SYSTEM LEAKAGE Distribution System Leakage(DSL) is the difference between the volume of water entering the distribution system as measured by the supply meters (demand) and the volume measured and billed to customers (consumption). It includes the following types of uses: • Leakage from the distribution system pipelines, reservoirs, valves, and hydrants. • Water used for street cleaning, firefighting, sewer and water main flushing,reservoir cleaning and other unmetered public uses and not accurately measured, estimated, or accounted-for. • Master meter and/or service metering inaccuracies. DSL was calculated by subtracting metered and other estimated water use from the total of the two meters that measure the volume of water entering the system's two reservoirs. With completion of the new WTF in 2017, the membrane filtration system is routinely backwashed, described in Chapter 3. All water entering the WTF is accounted for including the water used in backwashing. Backwash water does not pass through the WTF's master metering devices and therefore is not included in non-revenue water calculations. 2-8 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit A Page 57 of 1211 Gray &Osborne, Inc., Consulting Engineers DSL is tabulated in Table 2-8. The 3-year average DSL is 5.9 percent of the total quantity of water passing through the City's master meters from 2014 to 2016. TABLE 2-8 Distribution System Leakage (mgd) Water Use 3-year Category 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 average Total City Demand 1.066 0.958 1.005 0.915 0.896 0.891 0.971 0.943 0.932 0.904 0.926 Total City 1.000 0.911 0.953 0.868 0.843 0.826 0.863 0.868 0.864 0.852 0.861 Consumption Est.unmetered/other 0.014 0.016 0.014 0.017 0.01 0.008 0.014 0.009 0.005 0.015 0.010 metered water use Distribution System 0.052 0.031 0.037 0.03 0.043 0.057 0.093 0.067 0.061 0.037 0.055 Leakage Percent of Total 4.9% 3.2% 3.7% 3.3% 4.8% 6.4% 9.6% 7.1% 6.5% 4.1% 5.9% Demand EQUIVALENT RESIDENTIAL UNITS (ERUs) An Equivalent Residential Unit(ERU) is a unit of measure used to equate non-residential or multi-family residential water use to a specific number of single family residences. For example, if a system has a capacity to serve 100 ERUs, it has a capacity to serve 100 full-time single-family residences. Similarly, it would be able to serve any combination of commercial, government, and residential customers provided that the quantity of water used is equivalent to the projected needs of 100 full-time single family homes (or 100 ERUs). The consumption per single-family residence is first determined by dividing the total single-family metered water consumption by the number of single-family connections. Then the number of ERUs is computed for each customer category by dividing metered water consumption per customer class by consumption per single-family residence. ERUs are a measure of system capacity in units of single-family residences. The ERU value for year 2016 is 122 gpd/ERU and was calculated by dividing the single-family water sales averaged over a five-year period and expressed in gallons per day (517,000 gpd), then divided by the average number of single family residences (4,239) for year 2016. For comparison the ERU values from the 2008 and 2014 Plans were 160 and 130 gpd, respectively. Average day consumption data was used to develop the ERU data for residential and non-residential uses. The data was based on an average of 2012 to 2016 consumption to account for any peak years that would not be representative of a typical year. The current ERUs served by the City is presented in Table 2-9. The ERU information is comprised of customers in the City and the areas referred to as West of City and Glen Cove. City of Port Townsend 2-9 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 58 of 1211 Gray &Osborne,Inc., Consulting Engineers TABLE 2-9 Equivalent Residential Units (ERUs) Consumption per Number of Consumption Single-Family Connection Type Connections (mgd) Residence (gpd) ERUs(I) Total Residential 4,369 0.586 -- -- Single-Family 4,239 0.517 122 4,239 Multi-Family 129 0.069 122 567 Non-Residential 461 0.268 122 2,198 Non-Revenue Water( -- 0.073 122 599 Total 4,830 0.928 -- 7,604 (1) ERUs were computed using consumption for that customer class averaged over a 5-year period (2012 through 2016). (2) Non-Residential includes Commercial,Government,Irrigation,and Wholesale connections and consumption. (3) Non-Revenue Water includes estimated non-metered uses and distribution system leakage. LAND USE Current land use for the City consists of a mixture of residential, mixed use, commercial, industrial, public facilities, parks, and open space. The City's historical land use pattern was established during the 1800s. During this period,plats were created with almost no regard to the topography or other natural limitations of the land. The result of this platting activity is a largely uniform series of approximately 11,100 parcels, typified by the 50-foot by 100-foot lot. No changes in current land usage that would significantly impact estimated future water demand are predicted at this time. FUTURE POPULATION AND DEMAND Population and demand are presented together in this section because of their inter-relationship in estimating future demand. The Pacific Northwest is seen as a potential refuge from the effects of lethal heat waves, tropical storms and hurricanes, sea- level rise and drought associated with climate change. Environmental refugees fleeing disaster-prone areas may contribute to more rapid population growth and more demand for water resources than currently projected. Estimated future population and demand for the 10-, and 20-year planning horizons are presented in Table 2-10. 2-10 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit A Page 59 of 1211 Gray &Osborne,Inc., Consulting Engineers TABLE 2-10 Population and Demand Estimates Population and Demand 2016 2026 2036 Population 10,478 11,673 13,006 ERUs 7,604 8,166 9,096 Total Demand(mgd) ADD 0.928 1.01 1.13 MDD 1.877 2.12 2.38 PHD 2.215 2.51 2.80 (1) Population presented in this table is for the entire Port Townsend water system service area, which includes the West of City/Glen Cove area. (2) ADD,NIDD,and PHD shown for year 2016 is the 5-year average from Table 2-6. The population and demand estimates in Table 2-10 show base year 2016 data and project the 10-year (2026) and the 20-year(2036) forecasts based on population derived from the Jefferson County Resolution No. 38-15, discussed earlier in this chapter. It is estimated that between 2016 and 2036, the Port Townsend service area population will increase by 2,528 persons, a 24 percent overall increase. Water demand forecasts for the entire Port Townsend water service area were developed using a "base year" demand, which is the average demand over a 5-year period (2012-2016). The projected ADDs, MDDs, and PHDs for the service area were increased at the same rate as the projected population estimates. An additional demand is added to the water demand forecast to account for a new potable water connection to the Port Townsend Paper Corporation (PTPC). Following completion of the new WTF in 2017, the PTPC connected to the City's distribution system for its potable water needs. This connection will provide water for approximately 300 employees working at the mill. In the first 10 months of use, the demand averaged 69 gpd/person. The number of employees at the mill is not likely to increase over the 20-year planning period. These demands have been included in the 2026 and 2036 projections. Estimated future demand is presented in Figure 2-2. City of Port Townsend 2-11 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 60 of 1211 Gray &Osborne,Inc., Consulting Engineers 3.00 P ak Hourly Demand( HD) 2.50 1. • 2.00 Maximum Day Demand (MDD) 1.50 1.00 Average Day Demand(ADD) 0.50 0.00 2015 2018 2021 2024 2027 2030 2033 2036 Year FIGURE 2-2 Future Demand In order to meet customer needs, supply capacity must be equal to or greater than the MDD. Demand in excess of MDD, such as PHD, is typically met by distribution system storage capacity. The year 2036 projected MDD is 2.38 mgd. 2-12 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit A Page 61 of 1211 CHAPTER 3 WATER SYSTEM ANALYSIS OBJECTIVE The objective of this chapter is to determine if system improvements are necessary to meet water quality standards and to meet projected water demands. This chapter includes the following elements: • System Design Standards • Water System Capacity Limits • Water Quality Analysis • Summary of System Needs and • System Facilities Analysis Concerns SYSTEM DESIGN STANDARDS The Standards for planning and design for the Port Townsend water system are based on commonly accepted standards including the following: WAC 246-290, Group A Public Water Systems,Washington State Board of Health (March 2012) This is the primary drinking water regulation used by DOH. It sets basic standards to assess capacity, water quality, and system reliability. Water Use Efficiency Rule, Washington State Board of Health (January 2007) The Water Use Efficiency Rule is a collection of revisions to WAC 246-290. The revisions add and amend certain definitions, add Water Use Efficiency requirements to water system planning requirements and small water system management plans, add a new section requiring installation of water service meters, and add new sections on Water Use Efficiency Planning, including Purpose and Applicability, Water Use Efficiency Program, Distribution System Leakage Standard, Water Use Efficiency Goal Setting, and Water Use Efficiency Performance Reports. Water System Design Manual, Washington State Department of Health (December 2009) These standards serve as guidance for the preparation of plans and specifications for Group A public water systems in compliance with WAC 246-290. City of Port Townsend 3-1 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 62 of 1211 Gray &Osborne,Inc., Consulting Engineers Standard Specifications for Road, Bridge and Municipal Construction, Washington State Department of Transportation,American Public Works Association (2014) These standards include detailed specifications for materials and workmanship of a wide variety of public works projects, including installation of public water supply facilities and restoration of facilities impacted by water main construction and repair. City of Port Townsend Engineering Design Standards The last update to the City's standards took place in 2008. These standards, which have been updated in 2017, include detailed specifications for materials and workmanship for installation of water main extensions, including piping installation details, thrust blocking, in-line valves, fire hydrants, air release valves, service connections of various types, sample stations, and blow offs are updated in this WSP. A copy of these updated standards is contained in Appendix D. WATER QUALITY STANDARDS The Port Townsend Water Department is a public water supply system regulated by the Washington State Department of Health Drinking Water Regulations, WAC 246-290, the latest edition of which is dated March, 2012, as well as sections of Code of Federal Regulations (CFR) Title 40, Parts 141 and 143, adopted by reference in WAC 246-290. Port Townsend has only a surface water supply, so only surface water supply regulations apply. SYSTEM CAPACITY STANDARDS General Design Standards Port Townsend uses the DOH Water System Design Manual as a guide for establishing water system capacity standards. Table 3-1 lists the recommended standards from the DOH Manual and the Port Townsend Water Department's policies regarding each standard for general facility design. 3-2 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit A Page 63 of 1211 Gray &Osborne,Inc., Consulting Engineers TABLE 3-1 General Facilities Requirements DOH Water System Design Manual Standard (December 2009) Port Townsend Water System Standard Average Day Average day demand should be determined from Demand previous metered water production and Average day consumption per ERU is (ADD) and consumption data. Maximum day demand is 122 gpd. The maximum day to average day factor is 2.02, and the maximum day Maximum estimated at approximately 2.0 times the average Day day production requirement if metered daily consumption per ERU is 246 gpd, as Demand production data is not available. developed in Chapter 2 of this Plan. (MDD) Peak hour demand in gpm is determined using the following equation: Peak hour demand is determined by either Peak Hour PHD=(MDD/1440)((C)(N) +F)+ 18 actual data or applying the DOH Water Demand C=Coefficient from DOH Water System System Design Manual Formula where (PHD) Design Manual Table 5-1 MDD=246, C=1.6 and F=225, which N=Number of ERUs simplifies to the equation: F=Factor from DOH Water System Design PHD=0.273*N+56 Manual Table 5-1 Minimum The system must be designed to maintain a System minimum of 30 psi in the distribution system The System will meet or exceed the DOH Pressure under PHD and 20 psi under fire flow conditions required minimums. during MDD. Regulations do not address maximum system Maximum pressure. The Water System Design Manual, The City's goal is to maintain distribution System Chapter 8,part 8.1.7,recommends that pressures system pressures below 100 psi. Pressure should not exceed 100 psi. The diameter of a transmission line shall be Same as DOH Water System Design determined by hydraulic analysis. The minimum Manual,Chapter 8,except that dead end Minimum size distribution system line shall not be less than lines greater than 50 feet in length that do Pipe Sizes 6-inches in diameter, except for dead end lines not provide fire flow shall be a minimum of providing fire flow and only as justified by a 8 inches in diameter. hydraulic analysis. Valves every 500 feet in school, mixed use, commercial,or multi-family areas, and Sufficient valving should be placed to keep a g00 feet in single-family residential areas, Valve minimum number of customers out of service two gate valves at every tee and three at Spacing when water is turned off for maintenance or every cross unless otherwise directed by the repair. Public Works Director. Valves on each end of a water main in an easement. 20 hours of source pumping to meet maximum day demand. Source capacity to replenish fire Source storage capacity within 72 hours while meeting Same as DOH Standard. Reliability maximum day demand. Redundancy in all critical pumping systems. Backup power supply for all critical pumping systems. City of Port Townsend 3-3 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 64 of 1211 Gray &Osborne,Inc., Consulting Engineers Fire Suppression Standards Required fire flow volume is computed by multiplying the required fire flow, as established by the appropriate fire authorities, by the required time duration. For example a 1,000-gpm fire flow would be multiplied by 1 hour, a 2,000-gpm fire flow would be multiplied by 2 hours (typically 1 hour per 1,000 gpm). These flow rates and durations are not applicable throughout the zone but at individual locations (structures) within that zone. Storage Standards The nominal volume of a water reservoir is generally the name given to a reservoir based on an approximation of the gross volume the reservoir, which is the amount of water the reservoir could hold if filled all the way to the top of the reservoir wall. However, practically speaking, a reservoir cannot be filled to the top of the wall and a reservoir also cannot, under normal operational conditions, be drained completely while meeting system demand. Therefore, there is a need to determine how much of a reservoir volume is effective storage and how much effective storage a water system needs. Specific storage requirements as identified in the DOH Water System Design Manual and applied to Port Townsend's water system are discussed later in the chapter under the heading"Storage Requirements." WATER QUALITY The City's compliance with water quality requirements for surface water systems is presented in this section, along with requirements for ongoing monitoring and testing. The following sections evaluate the record of water quality for the City of Port Townsend. Water quality analysis is divided into the following categories: • Source Water Quality • Finished Water Quality • Delivered Water Quality • Water Quality Reporting • Water Quality Complaints Water quality standards that apply to the water distribution system, including coliform, lead and copper, disinfectant byproducts, and asbestos are discussed under the heading of Delivered Water Quality. A review of water quality monitoring requirements relative to water quality monitoring completed is included under the heading Water Quality Reporting, and a review of water quality problems and complaints is included under the heading Water Quality Complaints. 3-4 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit A Page 65 of 1211 Gray &Osborne,Inc., Consulting Engineers INTRODUCTION Recent years have seen a marked rise in public concern and awareness of potential threats to public health from contaminants in drinking water supplies. This concern has translated into numerous new regulations and requirements for drinking water utilities relating to monitoring, treating, and protecting water quality. The Federal Safe Drinking Water Act (SDWA) was promulgated in 1974 to protect public health by protecting drinking water and its sources. The act was amended in both 1986 and 1996 by the Safe Drinking Water Act Amendments (SDWAAs) and has resulted in the development of several rules and regulations that affect treatment processes and utility operations. DOH has been designated by the U.S. Environmental Protection Agency(EPA) as the state's "primacy"or administering agency for the SDWAAs and matters related to drinking water quality. In order to maintain primacy, DOH has adopted EPA-established drinking water regulations as minimum standards and administers the State's drinking water program. SOURCE WATER QUALITY As described in Chapter 1, Port Townsend relies on surface water from the Big Quilcene and Little Quilcene Rivers to supply its demand. Formerly, mesh screening and chlorine gas disinfection was the system's only method of treatment. Beginning in mid-January 2017 the City began operation of the new WTF that included low-pressure ultrafiltration membranes for removal of microbial pathogens, sediment and semi-colloidal particles and a sodium hypochlorite feed to provide primary disinfection as well as a chlorine residual in the finished water throughout the distribution system. Surface Water Source Monitoring Monthly water treatment reports contain basic raw water data, including raw water turbidity, temperature and pH. Surface Water Treatment Regulatory Requirements The City's new WTF was designed to meet all requirements of the Surface Water Treatment Rule, the Long Term 1 Enhanced Surface Water Treatment Rule, and the Long Term 2 Enhanced Surface Water Treatment Rule (LT2ESWTR). The LT2ESWTR is intended to provide additional protection against Cryptosporidium by requiring purveyors with susceptible raw water supplies to provide additional treatment. For systems using a river as their primary source, if the average E. coli concentration was greater than 50 Ecoli/100ml, then the system is required to monitor the raw water for Cryptosporidium depending upon the level of Cryptosporidium in the source water. The City of Port Townsend was required by the Department of Health to submit an City of Port Townsend 3-5 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 66 of 1211 Gray &Osborne, Inc., Consulting Engineers LT2ESWTR 2nd Round Cryptosporidium Monitoring Plan. Samples are to be collected monthly through September 2018 at the raw water inlet to the WTF. The sample point was changed from the Round 1 sample location at City Lake with construction of the new WTF and the elimination of chlorination at City Lake. The City's LT2ESWTR 2nd Round Cryptosporidium Monitoring Plan is included in Appendix K. Inorganic Chemical and Physical Water Quality The DOH standards for inorganic chemical and physical contaminants are divided into primary and secondary standards. Primary MCLs are based on perceived health-related effects associated with specific contaminants. Secondary maximum contaminant levels (SMCLs)pertain to drinking water contaminants that may adversely affect the aesthetic quality of drinking water, but do not pose a public health threat. Compliance with primary MCLs is mandatory. SMCLs are not typically enforced; however, DOH can enforce SMCLs at its discretion if, in its estimation, there is sufficient need to do so. DOH requires that an inorganic chemical and physical water quality sample be collected annually for surface water sources unless a waiver has been granted. This sample is to be collected from a tap after all treatment but before entering the distribution system. General IOC Tests The most recent inorganic chemical and physical (IOC) water quality monitoring results are summarized in Table 3-2. The samples were collected at a location where the two sources had an opportunity to blend and after chlorination. Samples reported as less than a specified value have a less-than sign (<)placed before the specified value. Numbers without the less-than sign represent detected values. The Maximum Contaminant Level (MCL) for each inorganic chemical and physical water quality parameter for which there is an MCL, or other regulatory or advisory level as footnoted, is listed in the right hand column. Detected values shown in bold exceed the MCL or other regulatory or advisory level. TABLE 3-2 Inorganic Chemical Sampling Results Source Number S-01/S-02 S-01/S-02 I S-01 —F—d Sample Date 1 4/16/2008 3/28/2011 1 4/23/2013 MCL Primary Contaminants-All results mg/L(l)unless otherwise noted Antimony <0.006 <0.006 <0.006 0.006 Arsenic <0.003 0.001 <0.003 0.0104 Barium <0.400 0.003 0.003 2 Beryllium <0.0008 <0.0008 <0.0008 0.004 Cadmium <0.002 <0.002 <0.002 0.005 Chromium <0.020 <0.020 <0.020 0.1 Copper <0.02 0.170 <0.02 1.3 3-6 City of Port Townsend July 2019 Water System Plan Ordinance 3230 Exhibit A Page 67 of 1211 Gray &Osborne,Inc., Consulting Engineers TABLE 3-2- (continued) Inorganic Chemical Sampling Results Source Number S-01/S-02 S-01/S-02 S-01 Sample Date 4/16/2008 3/28/2011 4/23/2013 MCL Cyanide <0.01 <0.01 <0.01 0.2 Fluoride <0.2 <0.2 <0.5 4 Lead <0.001 0.022 <0.001 0.015 Mercury <0.0004 <0.0004 <0.0004 0.002 Nickel <0.100 <0.100 <0.100 0.1 Nitrate-N <0.20 <0.20 <0.20 10 Nitrite-N <0.20 <0.20 <0.20 1 Selenium <0.010 <0.010 <0.010 0.05 Sodium <5 3.40 2.5 20 Thallium <0.002 <0.002 <0.002 0.002 Total Nitrite/Nitrate <0.5 <0.5 <0.5 10 Turbidity(NTU) 1.02 6.37 0.62 1 Secondary Contaminants-All results unless otherwise noted Chloride <20.0 4 2.9 250 Color(color units) <15 5 <15 15 Conductivity(gmho/cm) 102 92.3 94.5 700 Fluoride <0.5 <0.5 <0.5 2 Hardness(as CaCO3) 42.2 40.7 43.3 Iron <0.10 0.400 <0.100 0.3 Manganese <0.01 0.096 0.002 0.05 Silver <0.10 <0.10 <0.10 0.1 Sulfate <10 2.2 2 250 Zinc <0.200 0.010 0.010 5 (1) mg/L indicates milligrams per liter. One mg/L is equivalent to one part per million(ppm). (2) The results reported here are for source water samples while the standards for Lead and Copper are distribution system action levels are based on 90"percentile distribution sample values. (3) Fluoride has both a primary and a secondary MCL. Concentrations above the secondary MCL cause aesthetic problems,while concentrations above the primary MCL are a public health concern. (4) Sodium does not actually have an MCL,but EPA has established a level of 20 mg/L as a level of concern for individuals on a low sodium diet. (5) The turbidity MCL applies only to surface water sources. (6) A�t mho is a micro-mho,or 1 millionth of a mho,a unit of electrical conductance. (7) There is no MCL or health advisory for hardness. Water with less than 60 mg/L of hardness(as calcium carbonate)is generally considered to be soft water. Water with 61 to 120 mg/L of hardness is generally considered to be moderately hard water. Water with 121 to 180 mg/L of hardness is generally considered to be hard water. Water with greater than 181 mg/L of hardness is generally considered to be very hard water. Review of the most recent data revealed that exceedances of the primary inorganic chemical MCLS were exceeded in the City's surface water source for lead on March 28, 2011, turbidity on March 28, 2011, and iron and manganese on March 28, 2011. None of the results shown in Table 3-2 is shown on the Exceedances page of DOH's Sentry water quality tracking program. Typically, when turbidities are high in the Big and Little Quilcene Rivers, the City can rely on its City Lake City of Port Townsend 3-7 Water System Plan July 2019 Ordinance 3230 Exhibit A Page 746 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2016 MDD A-ilahle Flow el Criti.al Node Rasura Crill.al Node Design Flow Design Fire Node Critical Pipe iu D d-i Critical Nod.ID Ilead fl 1 Design R.ssur.(pa) Pressure i CriOeal Pipe 1D Vd.fl ORA Y IgP'^) � (psi) () gpm) (Ps) Y ) 2426 1540 1220 133 110.7 1 17 ,475 20 27.5 1878 .6 2428 1421 2428 200 162 1,421 20 20,0 1877-2 230 2430 1538 1220 13 0 1 LOA 1.471 20 27.7 1878 194 2432 1114 1220 ILI 105,7 1,053 20 290 1879 163 2434 1404 2434 20.0 80,7 1,404 20 24O 1880 13 3 243fi 1112 1220 9.7 102A 1,043 20 30.3 1988 IIA 2438 1019 122U 14.1 112.5 981 20 25.9 IR82 II 2 244 519 246 11-3 265-1 462 20 25.7 2355 123 2440 699 2440 200 116.2 699 20 20.0 1883 17-9 2442 628 2442 20:0 64.3 628 20 20.0 P463 16.0 7444 _ 1386 2446 19.0 100.6 1,379 20 21A 1887 ILO 2446 1372 1 2446 20.0 103.0 1,372 20 20.0 1886 7.8 2448 1411 2448 200 108,7 1;416 20 20.0 1893 14 2450 951 1220 1d,1 112,6 916 20 25.9 2617 10.5 2452 854 1220 16.5 11810 835 20 23.(, 1888 9.5 2454 953 1220 14.4 117.1 919 20 25,7 1889 10.5 1446 1801 1312 -11.7 128,3 1380 20 52,8 1930 13,6 2458 1513 1312 1117 180.1 1,380 20 32.9 1894 15.7 246 412 246 200 285.2 412 20 20-0 SIO 10.5 2460 3394 1312 -5.0 143,7 2,720 20 49.5 1895 11,9 2462 3224 1312 0.4 156„2 1 2,697 20 40.9 1918 5.6 2464P1701 2464 200 143,3 922 20 20.0 1897 23,5 2466 1312 -4.2 145.6 2,566 20 444 1898 5 8 2468 1312 20 159,9 2,718 20 44.1 1901' 13.1 2470 592 11.2 120,2 3,806 20 56,4 1903 138 2472 582 -97 123,6 2,NOb 20 55-1 1902 179 2474 582 15.2 110,9 2,884 20 59.3 1924 52 2476 2476 200 10517 2,235 20 2'2 2680 143 2478 592 .126 116.9 2,892 20 57.7 1906 6.4 248 1190 314 200 306,2 1.186 1 20 20.0 1820 7.3 2480 1194 2480 200 127,0 1.194 20 20.0 1912 _ 8,6 2484 1240 2480 166 119.2 1.213 20 236 1909 5,2 2486 1242 164 144 993 1,203 20 25,7 P415 7.7 24RR 1132 2-099 20.0 115,5 1,132 20 200 1910 12,9 2490P1413 21 1312 15.1 190.2 '_,876 20 M6 3028 30,8 249221 2492 200 862_ ).221 20 240 2776 10.2 249439 1312 -0.9 IS3,3 2,6&5 20 42.0 1919 5 3 249624 N96 200 862 1.224 20 20.0 1920 7,4 249806 1312 8.4 174,8 2,867 20 33.9 1921 5,8 25009 1688 1146 307.0 1.167 20 21,4 1654 S,1 250065 2500 200 106.7 '_,264 20 20.0 2681 145 250271 2502 200 105.1 2.270 20 20.0 2682 14,5 25049U 2504 200 2425 2,290 20 20A 2771 64 25fi 2924 -153 250.7 1,{28 20 56.2 2173 4-6 2508 2344 2504 18.7 239.5 2,707 20 1 21.3 2551 10.1 2510 1193 2510 20.0 862 '1,193 20 200 2707 24.1 2512 L174 2512 20.0 862 LL71 20 2%0 1927 23.5 2514 2002 2514 200 86,2 2,002 20 20,0 1929 227 2516 3174 1312 -4,2 145.6 3,566 211 444 2916 44 252 1523 2198 19,3 301.2 1,500 20 20.7 1707 _ 9.5 2520 2771 2520 200 762 2,771 20 20-0 1932 31.5 2522 3775 582 •56,1 IOR9 2,7H 20 61.7 2647 6.4 2524 1054 2524 200 762 1.054 20 20.0 1936 12.0 2526 1101 2526 20.0 78.7 I,i01 20 20,0 1969 125 2528 1 4174 582 -18.3 107,7 3,164 20 65,3 1974 R4 2530 1422 2530 200 862 1.422 20 200 1962 14-8 2532 1465 2532 200 785 1,465 20 2D.0 1940 136 2534 1539 2534 200 85.6 1,539 20 20.0 1979 14.1 2536 1594 2536 20.0 122,2 1,594 20 20.0 1942 21.3 2538 4265 146 -68 203,4 3,098 20 7D.4 1985 7.9 254 1498 254 200 306,2 1,498 20 200 1653 62 2.540 4179 582 -18.5 1032 3,164 20 65,4 1943 7A 2542 7655 582 -17.2 106.3 2,767 20 62.9 1945 62 2544 6120 1354 -2.0 2513 4,155 20 47.5 2436 1 5,4 2546 3109 146 165 257,1 2.925 20 31.1 1948 18,7 2548 1614 2548 20.0 81.6 IAN 20 20,0 P251 It 2 2550 1328 2550 200 84,9 1,328 20 2{10 1949 17.2 2552 1490 2552 20-0 91-6 1,490 20 20.0 1951 16.9 2554 1592 2554 20.0 86.2 1,592 20 20.0 1957 9.1 2556 3502 146 _ 3.1 226,0 2,773 20 5&7 1959 17-4 2558 1617 2558 20-0 862 1.617 _20 20.0 1961 IC-5 256 1574 256 20.0 297,8 1.574 20 240 1639 6.2 2560 1689 1220 15.4 115,6 1,639 2C 25.3 2W 141 2562 1657 2580 19,8 94.0 1,656 20 20.2 1964 A9 2564 2753 2564 2C.0 235-0 2,753 20 20.0 2803 17.6 2566 2842 2626 19.9 237,2 2,838 2C 20.1 2804 LS41 2568 2539 25fis 20.0 962 2.538 2C 200 1965 298 2570 2173 2570 20.0 126.2 2,173 2C 240 1966 13.9 257d 1269 2574 20.0 753 1,269 20 24O 1968 144 2572 1268 026 II.S 729 '1.261. 20 225 1970 117 2578 1 1461 2578 2(1.0 76.2 1.461 20 1 2010 1971 118 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-124 L-127 Ordinance 3230 Exhibit A Page 747 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2016 MDD FD Arelleble Flaw al Crilicul Node Pressure CH&.1 Nude Design Flow D.19.Flre Nude CHOW Pipe Hydrant(bpm) C119111 NWe H) (psi) H®d HI) (bpm) Design Pressure[Pd) Prm-(psi) CHdeal Pipe HI Wildly(RA) 258 2165 2184 17.7 290.8 2,069 20 22.4 1682 &7 2580 1639 2580 200 94-4 1,639 20 20.0 P247 9.5 2582 11181 2582 20.0 184.6 1.081 20 20.0 1976 17 2 2584 2186 146 112 249.4 1 1.933 20 326 279(1 362 2586 4075 582 -29,8 77.2 2,888 20 726 2645 5-9 2588 1722 2588 20.0 70.3 1,222 20 20.0 1979 13,9 2590 1150 411®- 20.0 830 1,156 20 20,0 1981 17.4 2592 2068 2592 20.0 76 2 2,068 20 200 1982_ 23.5 2594 2256 2594 200 93.4 2,256 20 20.0 2654 151 25961363 2596 20,0 90,9 1363 20 20,0 1983 155 26 1978 34 17.1 149.5 1,935 20 22,9 47 220 260 23119 2184 175 290.3 2,197 20 227 1641 ICO 2602 4061 582 -291 788 2,888 20 72.1 2646 82 2604 1479 2574 178 70.2 1,463 20 222 1989 254 2606 4106 582 -220 95.3 3,041 2o67.6 1992 7.1 2610 1619 2420 11.4 82,1 1,543 20 28.7 1999 10.7 2612 680 2612 20,0 662 8B0 20 20.0 2000 151 2614 1671 1220 162 117 3 I fi30 20 24.5 2W3 267 2618 5687 18]2 48 2151 4,033 20 58.4 2384 77 262 2410 262 20 0 286 2 2,410 20 200 1641 16.i 2620 6176 1872 -14,0194.1 4,009 20 704 P337 7,0 2622 6086 1872 •129 196.5 4,00] 20 734 2171 23,6 2624 5725 228 49 260,9 4,201 20 408 P211 &0 2626 2631 2626 20.0 237,5 ?831 20 AW 2805 i8,1 2628 3368 582 9S 124.1 2,671 20 55.1 2910 65 2630 3334 582 -6.2 127.1 1666 20 538 2049 99 2632 4013 582 -23.9 911.8 2,982 20 6f1.8 1991 68 2634 819 2639 200 1162 818 20 20.0 P233 93 264 3389 264 20,0 306,2 3,389 20 2D0 1642 15.5 2640 2024 1296 19.3 324.4 1,973 20 221 21159 86 2642 7079 228 2.6 243.8 4,686 20 48.1 2061 60 7544 2004 2644 20,0 56.2 2,064 20 200 2064 22.7 2646 3896 2646 20.0 56.2 3,897 20 2(LO 2065 24-9 2648 4762 758 16.5 238.3 4,518 20 31,1 2069 51.3 2650 5911 758 -373 112.9 3,458 20 93,8 P471 6,5 2652 4353 758 3.1 307.4 3.45% 20 51920/0 3A] 2654 3684 758 16.3 237-9 3.458 20 32.5 2071 88.3 2656 3879 758 12.6 229.8 3,458 20 41.7 2072 tltl_3 2658 2234 2662 20.0 562 2,234 20 20.0 2871 23.1 266 5803 2280 17.2 308.6 5,245 2C 22.9 1767 6.3 2660 2214 2660 20,0 562 2,214 2C 20.0 2074 25.1 2662 2126 2662 20.0 56.2 23126 20 20.0 2075 54..3 2664 2024 2.664 20.0 562 2,024 20 290 2076 51.1 2666 2029 266tl 20.0 562 2,029 20 1 20.0 2875 526 2668 1192 2668 200 562 1.192 20 11 0.0 20]926 541 70 4971 1872 6.8 241.9 4,038 20 45.6 2180 24.9 2672 1193 2672 200 t61.9 1.193 20 20.0 2897 223 2674 2181 2680 17.6 156,2 2,142 20 2"L4 2492 244 2678 2103 2680 18.9 159A 2,085 20 21.1 2080 133 268 2356 268 20,0 256.8 2,356 20 240 1643 6,8 2680 2036 2680 200 161.6 2,036 20 2010 2082 13.0 2682 1317 1312 8.7 175.3 1 1,180 20 36.1 2092 7.6 2684 708 2684 20,0 1146 70H20 1 20,0 2093 1&1 2686 1268 1312 12,8180 1,180 20 1 05 2094 7,5 2688 1257 1312 117 187,0 1,180 20 1 29.2 2095 7,5 2691) 4970 2690 20.0 186,9 4,970 20 200 2097 175 2692 1799 2692 20.0 1462 1.799 20 2010 2149 11 2694 1859 2694 200 142.8 1,859 20 20.0 2153 12.3 2696 1052 2696 200 325,1 1,052 20 20.0 2154 6.7 2698 2786 2908 12.8 117.6 2.664 20 P,2 2882 7.6 270 3985 1412 796 296.1 3,881 20 20.9 1740 13 8 27(N)) 2546 2700 200 121,2 2.546 20 20.0 2169 289 2702 5697 1872 -5.0 214,7 4,032 20 58.7 2387 7,2 2704 2665 2704 20,0 1241 2,665 20 20.0 2185 46,0 2706 4676 1872 11-7 253.2 4,069 20 365 2186 260 2708 4919 2125 0.8 191.9 4,053 20 41.4 2190 221 2710 6742 1872 -25.0 168.6 4,021 20 81.3 2506 &t 2712 6190 1872 -14.6 1925 4,021 20 74.5 2192 25.7 2714 4875 1872 615 241A 3.9M 20 52.2 222533-2 2716 6146 1872 13.1 1961. 4,081 20 79.9 2227 46,3 2718 7329 1872 -35.3 144.8 4,089 20 1 96.9 2232 261 272 908 272 20.0 2962 9118 20 200 1666 1113 2720 8200 1872 -52,7 104,6 6,144 20 1060 2881 9,4 2722 7708 1872 -422 12&8 4,144 20 IOIL6 2233 26.5 2724 7837 1872 44 S' 1244 4,184 211 I(I)6 2235 267 2726 8547 1872 -58.2 91 9 4,224 20 1047 2575 6,2 2728 7445 228 -13 2 219,3 4,452 20 75.0 2240 6.6 2730 7392 228 -134 218,8 4.405 211 74,3 1375 6.0 2732 1824 2760 16 2 289,7 I,G94 20 24A 2597 4.7 2734 1874 2760 17.0 291.4 1,765 20 235 2272 8.3 2718 2262 2718 200 2962 2.262 20 20 0 2274 25.7 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-125 L-128 Ordinance 3230 Exhibit A Page 748 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2016 MDD Avo0u61e flow al Cr04en1 Node Pressure Critical Node Design plow Design Fire Node Critical Pipe H dram Cri0ral Node 1D I head 0 Design Ikcasure(psi) 74essure Cridcul Pipc ID VdMt N. Hyd... fps) () IgPrn) IPSi) Y( 1 274 941 1872 -2.7 220.1 626 20 54,4 1505 7.1 2740 1815 2924 216 2361 1369 20 61.6 2899 8.9 2744 1495 2924 -118 29CI 1.309 20 40.8 2544 8.5 2746 2462 1872 17.0 265,4 2,315 20 25.0 2547 162 2748 1332 2924 0.2 28644 1.360 20 41,0 1 2556 7.2 2750W22242 2924 29 '_92.7 1.171 20 37.1 2557 10.5 27522924 2.9 '_92.8 1,472 20 376 2555 59 27542754 200 187_0 3.262 211 2010 2563 12.1 27161458 15.1 1_84.8 1,958 20 256 2823 164 27581458 11.8 '_77.3 1930 20 28.3 2823 5.6 2161872 -0-8 '246 626 20 55.7 2787 7�1 27602760 20.0 2984 1,530 20 20.0 2596 98 27622760 13.7 283-9 1.761 20 1 26.9 2914 8.6 2764 1738 2764 240 1862 1.719 20 20,0 2600 10.6 2766 3742 2766 2110 297.2 3,.742 20 240 2601 5.4 2768 3469 2768 20.0 283.8 3,469 20 20.0 2603 IA7 2770 3900 1296 -72 2643 2.242 20 56.9 2616 4,6 2772 2110 1300 157 286.2 1,953 20 243P439 5.6 2774 3162 1296 64 294.8 2,243 2 44.2 2613 25.5 2776 5007 1872 -26.3 165.5 3,085 20 89-0 2900 16,1 2778 874 2778 20.0 105.7 874 20 240 2618 9.9 278 2392 278 200 296.2 2,392 20 1 200 1775 27.2 2780 2281 582 185 188.7 2.247 20 21.5 2619 9 2 2782 2308 582179 187.3 2,261 20 222 P43 6.5 2784 2287 582 18.2 187,9 2,247 20 222 2621 147 2786 2981 582 34 153,9 258720 39.3 2626 9.4 2788 3262 582 -62 131.7 2,643 20 50.9 2624 7.2 2790 2594 622 169 139.1 2.538 20 23.3 2628 16,2 2792 looz 2792 200 220.0 1,002 20 20.0 2633 15.5 2794 900 2794 200 199,9 900 20 20.0 2636 23,0 2796 8529 1872 -57.1 915 4,237 20 042 2637 6 2 2798 7697 1872 -30,0 157.1 4,504 20 802 2639 7.6 28 2238 34 16.2 147A 21174 20 238 66 161 280 1670 280 20.0 270,1 1,670 20 240 1665 190 28(10 4046 582 -28.4 80.5 2,888 20 71.5 2648 85 2802 1148 2802 20.0 83.2 1.148 20 20.0 2650 17,2 2804 735 2804 20.0 75.3 735 20 2(111 2652 188 2806 1211 2924 144 119,3 17.8.160 20 22774 13.2 2816 4482 1354 6.9 271.9 3,349 20 48.2 2198 13,7 2818 2601 1354 -3.2 248,7 1,790 1 20 43,2 282 7.4 282 5310 614 16.3 297.7 4.786 20 21 8 1666 25 2 2820 2782 1354 -9.3 234.6 1790 20 78.3 2400 73 2926 2741 2826 240 262.2 2,741 20 20.0 P421 15.7 2828 _2289 1354 -3-4 1_48.2 14574 20 43.4 2838 65 2830 3534 1338 3.0 2235.9 2,843 20 37,0 2411 11.7 2832 2946 1338 5.6 241.8 2,440 20 35.2 2412 13.0 2834 2566 488 10,6 245.8 2,277 20 29.5 2414 14 6 2836 i WS 133tl 6.8 2447 2,805 20 34-3 2115 105 2838 1733 2836 20.0 266.2 1733 20 20.11 2419 19.7 2840 1729 2840 20.0 256 2 1729 20 20.0 2424 21.0 2842 2032 2844 20.0 254 7 2,032 20 240 309 13.5 2844 2028 2844 200 254 8 2 028 20 2140 2425 11.1 2846 1645 2846 20.0 259.7 1.645 20 20.0 2430 10.5 2B4B 2763 488 15.1 2_56.2 2,212 20 25.0 2431 6.3 2852 5829 1354 5.4 2684 4,399 2C 35,0 2435 _ 5.9 2854 1221 2854 20,0 101 2 1.221 2C 20.0 2440 13 9 2858 2185 228 14.4 2829 1,958 2C 262 2782 15.2 286 1580 2174 19.6 2752 1,570 20 20,5 1717 128 2860 2212 228 13.0 279.8 1,940 20 27.3 2781 15-2 2662 2450 146 11.7 246,1 2,122 20 _34.8 2783 16.4 2864 2280 146 128 248,6 2,006 20 13.11 2"!NA 14 5 2866 1369 2870 10.1 870 1.295 20 29.9 2811 83 2868 1359 2870 11,6 90.4 1,295 20 295 2904 14.7 2870 1262 2870 200 10919 1,762 20 24(1 2X12 8.1 2872 1673 2872 20.0 1996 1,673 20 20.0 999 22.6 2874 1692 2872 19.5 198,6 1,684 20 205 2821 205 2876 5765 1354 9.5 278,0 4,634 20 307 2861 60 2878 4303 992 17.6 2_80.5 4,113 20 2M 2840 10,4 288 1268 288 20.0 2_66.2 1,268 20 20.0 1669 14.4 2880 4162 992 19_5 284.9 4;113 20 20.6 2843 11.7 2884 1231 2884 2" 2562 1.231 20 20.0 2847 14.0 2886 3955 992 17.7 200.6 3,730 20 22,5 2863 9..3 2890 3517 1358 3.5 181.6 2,936 20 43,.1 7888 24.1 2892 5283 1296 &8 3044 3,974 20 32..1 2859 AS 2894 2446 2894 20 0 294.9 2,446 20 20.0 2907 62.5 2896 2703 2896 20.0 311 8 2,703 20 20,0 2869 17.1 2898 2255 2X98 20.0 562 2.2-55 20 20.0 2874 64 290 3865 290 20.02_11,6 3,865 20 20.0 3016 22.0 2902 2257 2668 20,0 562 2,257 20 20.0 2876 1027 291# 3289 2914 20,0 166.4 3,269 20 20.0 1472 l6 2 2906 2916 2906 20.0 1729 2.916 20 200 2878 174 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-126 L-129 Ordinance 3230 Exhibit A Page 749 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2016 MDD ID Available Flow al Crldc91 Nude Pressure CHOW Notle De81gn Flow Deblgn FIre Node Crilicai Pipe Hyd.ot(gpm) Cr10M Notle ID Ippi) Head(ft) (gPm) Design Pressure(p l) Pressure(psi) Critleal Pipe m Velceity(ttls) 2908 2483 2908 200 134.1 7.483 20 2(1.0 21,113 15.9 2910 983 2910 20.0 326.2 983 20 200 2909 11.2 2912 3408 592 -9-7 123.6 2,700 20 55.3 2016 8.9 2914 1723 2914 20.0 2805 1,723 20 2(10 P)19 83 2916 1712 2916 20.0 180.0 1,111 20 20.0 2915 10.9 2918 4851 J289 18.8 289_4 4,745 20 21,3 IS M 292 9136 228 -9.0 2290 4.984 2U 5611 1738 6.1 2924 1001 2924 200 3322 1,001 20 20.0 29088 11:4 2926 4632 J148 I9 8 2839 4,537 20 21.2 1916B 9.5 2928 1073 2924 165 324,2 1,044 20 23.5 2908 91.9 2932 2584 1296 14.5 313.4 2,187 20 29.8 P445 5.1 2914 1941 1094 16.4 227-9 1.756 20 23.7 459 15.9 2936 637 2936 20.0 75.2 637 20 200 1229 7.3 2938 1824 1296 105 3042 1,406 20 29.5 3006 40 294 3011 1214 144 216.1 1 2,810 20 25.6 1745 25-6 2940 950 1312 CA 156.2 796 20 39.6 1139 9.1 2948 4838 1214 149 217.3 4,582 20 254 P477 23.,2 29511 2221 1298 183 278.2 2,145 20 217 P319 13,2 2952 967 2952 20 0 187.2 967 20 20.0 1251 14.4 2958 2255 1458 11,4 376-3 1,927 20 2&6 3072 22 296 7730 228 64 235.0 4,882 20 52,7 1674 4,5 296D 2240 228 116 2764 1,920 20 295 NO 51 2962 2094 229 13.8 381.7 1,868 20 248 3144 2L3 299 79611 228 =1.9 231,5 4,937 20 55.1 1671 4,9 30 1766 34 20.0 156.2 1,766 20 20,0 67 11,3 300 7948 228 -7.9 331 6 4,933 20 55,0 1719 49 302 2057 37 20.0 24(1,5 257 20 20.0 1676 223 304 7345 228 1.8 253.9 5,160 20 43.4 1171 5 5 306 2807 306 20.0 292.9 2,907 20 20.0 1677 13.2 308 793 310 17,7 270.3 757 20 223 1710 86 310 709 310 200 275-6 709 20 20 0 1681 so 312 1832 2184 17.3 290.0 1,740 20 227 1683 14.4 314 1065 314 200 306.2 1.065 20200 1684 12.1 316 790 316 200 2 14 7 798 20 20.0 1145 11-6 318 4573 146 -27.6 _ 155.3 2,841 20 85,0 2536 9,3 32 1]61 32 200 1562 1,761 20 20.0 48 1L2 320 4392 146 -222 167,9 2,823 20 01_7 2536 20.4 322 3953 146 -5.9 205.5 2,804 20 67.9 2537 16.2 324 4169 14fi -21.3 169.9 '--,68(1 20 6&9 1148 5,7 326 4371 146 -24 5 162.6 1 2,763 20 7&7 2539 7.0 330 1662 330 2&0 285.4 1,662 20 200 2674 424 332 2217 1450 117 276.9 1.929 21 284 1076 24 334 22.59 _ _ 1456 I1-4 2762 1,930 20 287 1606 105 336 1455 336 20,0 206.2 1,455 20 200 PI 13 165 338 1212 340 1916 276=2 1,206 20 20.4 1704 13.7 34 1756 34 20.0 156.2 1,756 20 20.0 49 112 340 885 340 200 277,0 885 20 1 20.0 1689 10.0 342 1792 742 200 260.7 1,792 271 20.0 1690 2t.5 344 1921 21' 19.6 276.2 Im" 2C 20.4 2667 12.3 346 1429 346 200 257.8 1 1,429 20 20,0 1691 16,2 348 1176 246 -10541473920 -2432934816.0 ).115 20 22.1 1762 7.8 350 977 689 19.9 283 8 976 2020.1 1692 - -352 1172 228 141 282..2 1,051 20 260 1693 5.8 354 1238 356 19,1 2-84.2 3,119' 20 209 1695 7.3 356 1107 356 20.0 286.2 9.107 20 20.0 1694 12.6 358 1285 228 18.7 292,9 1,252 20 1 21,5 1199 1, 6.9 36 3848 38 19,5 119.9 3.837 20 20.5 2495 23A 364 1570 354 20.0 286.2 1 1.570 20 20.0 2275 9.6 366 2076 2760 13.4 283.1 1 1,834 20 27,0 2278 7.5 372 1989 2760 14.9 11-86-6 1,803 20 2519 2279 761 374 1750 2760 19.2 296.5 1,721 20 20.9 2662 7.1 376 1749 2760 19.2 296.6 1.721 20 20.9 2280 11-0 378 3328 210 13.2 260-5 3,022 20 211,0 2446 154 38 3386 38 2110 121.0 3,306 20 200 2130 38A 380 3245 210 15.1 264.9 3,022 20 260 2282 19.3 384 805 2278 19.9 186.2 805 20 201 2540 206 388 3901 1872 178 267.4 3.719 20 279 2389 60.1 390 4490 J354 17.8 297.0 1 4,142 20 28.6 2390 9.7 392 1 4309 210 9115 ?56,6 3.783 20 302 2392 I(0 396 2815 396 20.0 286.2 2,815 20 20.0 1750 13.4 40 1516 40 200 118.0 1,516 20 20.0 2131 387 404 4262 1670 4] 225,7 3,391 20 394 2586 28) 406 1861 406 200 200.9 1.861 20 200 2509 21.1 408 5712 1354 166 2944 5,266 20 23,8 2452 68 410 7164 410 2(10 '9119 3,164 20 20.0 P135 25 6 414 3674 419 8.7 2024 1,120 20 32.4 2197 12.1 416 1541 418 7.9 200.5 1,320 20 32.3 2348 240 418 1272 418 200 228.4 1,272 21 20,0 2353 9,7 42 989 2910 20,0 3262 989 20 20.0 19 1.1.2 420 1388 758 198 1_45.8 1,382 20 20.2 2157 7 9 424 4691 1354 Nl 2750 3564 2(I 38.7 324 9.7 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-127 L-130 Ordinance 3230 Exhibit A Page 750 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2016 MDD UAW,Flow al Critical Node Pressure Critical Nadr MAV Flow Design Fire NodeCrl4irol Pipe Dydront Critirel Nude TD Design Pressure(psi) Pres C CriUr Pipe ID v.IWI fth (RPsnl (PSI) Hud(D) (gpm) (Ws71 ) 426 4654 1354 &8 276.2 3.564 20 38.2 2395 14,6 428 5552 1354 -9.9 233.2 3,349 20 60.0 2396 13.7 412 6627 228 124 278.4 5 511 211 29.7 2749 7.0 434 2741 1154 152 265.1 2,550 20 24.3 2442 116 476 1451 1670 18.6 258,7 IAl" 20 21.4 2590 12.6 438 1464 1670 1&4 258.2 1±6 20 21.7 412 7.0 44 988 44 20.0 326.2 988 20 20.0 2357 6.3 440 1271 440 20,0 256.2 1.271 20 20.0 2591 132 444 458fi 2124 5..9 203,7 3,950 20 35.2 2343 11.3 450 4277 2644 200 56_' 4,277 20 200 2482 27.3 452 4835 2644 20..0 56.2 4,435 20 20.0 2484 28.3 454 4619 758 18.6 243.0 4,518 20 24.8 2485 2&9 456 5288 758 9.0 221.1 4,518 20 49,9 2720 8.7 458 2649 458 20,0 1962 2,649 20 20.0 2490 16.8 46 3755 146 -2.6 213,0 '_,817 20 62-6 76 _IA.0 460 2872 460 200 209,4 2,872 20 20.0 2491 21,8 462 4896 466 16.1 313.7 4,364 20 24.5 2871 187 464 3031 466 18.8 319.5 2.919 20 21.2 2760 10.4 466 2486 466 20.0 322.2 2,486 20 20.0 2755 15.9 468 1799 470 12.0 1_77.6 1,559 20 28.0 2401 6.4 470 1432 470 20.0 296.0 1,432 20 20.0 314 5..9 476 1631 1 1354 122 284,1 1 1,398 20 29,8 317 89 478 1560 1354 17,5 296.5 1 1.479 20 23,6 319 9.4 48 3056 146 15.2 254.1 1,817 20 33.8 2794 180 482 1945 1354 8,.7 276.1 1,57420 36.9 320 YQI 484 3645 1354 16.5 294.0 3,349 20 325 122 21.4 486 1864 488 19.4 266.3 1,849 20 206 2432 5.3 488 1803 488 20.0 267.6 1.803 20 200 127 1.45 492 598 492 20.0 249.0 598 20 200 328 15.7 494 1902 1338 1014 '_53.1 1,671 20 29.6 358 107 498 1787 1338 15.3 1_647 1,671 20 25.3 337 190 50 5714 228 5,0 2614 4.,203 70 3910 1805 4.8 502 4366 2124 97 2125 3,891 20 325 2346 24.8 504 2903 210 13.2 260.5 2,638 20 27.8 2447 11,9 506 2714 2810 16,6 248A 2.597 20 23A 2444 14.4 508 2689 2840 17A '_49.5 2,597 20 230 2445 16.6 510 4349 210 10,7 254,8 3,776 20 310 2394 8.0 512 2547 488 11.2 247,2 2,277 20 2&9 2448 9.3 516 2581 488 10.0 244.6 2,277 20 30.2 2449 9.3 518 7707 228 -2.5 243,9 5,102 20 48.9 1172 5.2 570 2831 5211 20.0 17568 2,831 20 20.0 1827 15.2 524 2034 524 20.0 152.3 2.034 20 200 2493 23.1 526 2297 1338 4.1 236.4 1,876 20 35.9 2418 14 2 528 5959 2280 17.0 307,9 5.402 24 23,9 1742 55 530 5883 614 16.0 '_96,9 5,306 20 24.1 2450 6.2 532 3854 532 200 117,8 3,854 20 20.0 2494 229 534 4087_ 534 200 128.6 4887 20 20.0 91 29.8 536 4296 536 200 139,0 4,296 20 20.0 1375 19.7 538 4373 228 19 3 294,3 4,297 20 22,8 2580 19.9 54 1745 54 200 152.3 1,745 20 20.0 fi4 19 8 540 3466 540 20 0 120-3 3.466 20 200 2498 21 9 542 4208 542 20 0 116.2 4.208 20 20.0 2499 19.2 544 41Hi11 544 200 1140 4,060 20 20.0 1314 23 3 546 2091 546 20.0 206.2 2,091 20 20.0 768 23.7 _ 548_ _1332 1312 7.4 172.4 4,180 20 37,5 372 13,4 550 1570 1312 =14.8 1213 1.180 20 55.7 2605 13 2 554 5701 1354 16 5 294.0 51237 20 23.8 P409 7.0 SSR 2059 558 20.0 336,4 2,059 20 200 396 131 56 1 2222 56 20.0 129.1 21222 20 20.0 1899 134 5G0 2248 1 564 11.7 206.2 2,056 20 28.7 2548 11,4 562 2072 564 19,3 224,6 2,056 20 20.8 400 13.1 566 1876 564 200 226.2 1.876 20 2(60 402 12.0 556 781 566 20.0 214.6 781 20 200 410 19.9 568 2128 560 20,0 219.7 2,128 20 20,0 2458 42.2 S/0 1822 1670 10.4 139.7 1,529 20 70.1 P543 7,8 572 5416 758 8-9 220.8 9,6]8 20 40.5 1433 11.5 574 42]8 574 20.0 147.M1 4.278 20 20.0 2500 21 2 576 2020 576 20,0 263.6 2,821 20 20,0 290.3 23.3 578 2077 582 19,8 191,6 2,072 20 20.2 431 8.8 58 2446 58 20,0 151.2 2,446 20 20.0 2608 13.7 580 2101 592 19,5 184.6 2,090 20 20.5 433 9.2 Stl2 2054 582 20.0 1922. 2,054 20 20.0 430 11.1 586 2557 582 10.0 169.0 2,315 20 30.5 1884 9.3 588 2189 592 15.0 174.1 2,090 20 25.6 434 13.3 590 _2069 590 20.0 1905. '_,069 20 20.0 435 13.2 592 2074 592 200 185,8 2,074 20 20.0 440 17.2 5961872 -21,8 1760 3,599 20 8114 441 14.0 598 53547167 1872 -19.9 180.4 3,592 20 78.5 443 1210 60 2776 60 20.0 1_99.2 '_,776 20 20.0 72 17.3 600 4781 1872 -2 9 21183,592 20 65.0 444 408 604 4100 1872 172 2fiS 9 7,878 20 293 1 447 1 25 5 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-128 L-131 Ordinance 3230 Exhibit A Page 751 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2016 MDD ID A-11.1,1e Flaw al Cri0ral Nade Pressure CAII-I Node Design Flaw Design Fire Node Crilieul Pip. H draat(go.) Cri0ral Nade ID Dead D Orzign Pressure(psi) Pressure 1 Cr10ra1 Pipe ID Y (Psi) () (9Pm) (P J Velaci4Y(ltla) 606 4053 1872 164 2642 31762 20 320 2389 325 608 2200 614 19 4 304 7 2,166 20 20,7 449 134 610 2215 614 19 1 304 0 2.166 20 20,9 454 134 612 2181 614 19.7 305 5 2,166 20 20,3 450 13.8 614 21121 fi14 20.0 306.2 2,021 20 240 451 129 616 3005 614 19.4 304.8 2,962 20 20,6 1167 122 618 2976 614 19.0 303.9 2,903 20 21.0 453 10 6211 MIA 622 164 137.8 2,538 20 23.6 2627 16.2 622 2443 622 200 1462 2,443 20 20.0 2366 15.6 624 2454 1094 17.4 230.1 2,367 20 22.8 2460 186 628 2585 628 200 19710 1.595 20 20,0 480 165 630 3962 146 -9.0 198 2 2,812 20 69,9 897 63.6 632 2809 2500 17 8 101 2 2,774 20 22.2 1491 26-8 634 2299 2500 19 5 1053 2.273 20 245 P459 14.5 638 1278 638 20.0 2461 1,278 20 20.0 496 14.5 64 3812 146 -4.4 108.9 3,814 20 66.0 75 99 640 3898 2098 18.9 117.9 3,874 211 21.1 498 It 642 3741 642 20.0 101.0 3,741 20 20.0 498 268 644 1421 2924 -60 272.1 1,195 20 46.3 2559 4.9 646 1420 2924 -&0 1722 1,195 20 46.2 2689 4.9 648 1338 2924 2.3 291.4 1.181 20 37.7 1328 5.5 650 1802 650 20,0 2902 1,802 20 20.0 F411 28,5 652 _ 6980 228 8,1 2685 5.421 20 37.5 1075 7.9 654 6873 228 9.0 270.6. 5,424 20 36.3 508 100 656 6283 228 13.8 281.7 5,438 20 29,9 2631 14A 659 3692 658 20.0 241.2 3.692 20 20.0 509 419 66 3805 146 -42 209,4 2,814 20 618 486 148 660 1298 662 19.6 211.7 1,294 20 20.4 2438 147 662 1130 662 20.0 212.6 1,130 20 20.0 515 12.8 664 1808 664 200 2362 1,809 20 20.0 2439 ti-3 666 1745 666 20.0 241,6 1,745 20 20.0 2437 10.0 668 5788 1872 -329 150.7 3.527 20 86.1 1233 17.1 670 1428 670 20.0 76.3 1.428 20 20.0 1877_2 129 672 1399 672 20,0 728 1,399 20 20.0 1995 125 674 3300 2908 3.9 97.0 2,997 20 36.3 1496 164 676 3222 2908 802 106.9 2,997 20 32.5 537 340 679 1059 678 200 1244 1.059 20 20,0 1245 138 fib 4027 146 -10.7 1943 2,817 20 72,0 79 12,6 680 1068 678 18.7 121.4 1,059 20 21,4 569 120 682 4300 1670 3.2 223.0 3,378 20 40,3 2584 13,5 684 3493 1670 8 235,9 2,909 20 31,5 2582 123 686 973 686 20.0 283.8 973 20 20.0 590 14.1 689 973 688 20.0 2819 973 20 2010 591 140 690 4940 690 210 2149 4,940 20 20.0 602 17.3 692 4397 692 240 226,5 4,387 20 20.0 603 28,0 694 2759 694 200 225,8 2,359 20 240 616 12.2 696 2890 696 20.0 2125 2.890 20 20.0 616 10.2 698 2981 1670 8,6 235,5 2,474 20 31.6 2583 24,1 70 4193 146 -1$,8 182,6 2,819 20 763 77 13.7 700 1931 1670 9.1 2367 1,590 20 315 620 14.6 702 1 5195 1872 3.9 23L7 4,069 20 462 2385 7.7 704 1 5127 1872 5.1 238.0 4,075 20 444 2380 7.6 709 1448 709 20.0 1 86-1 1,448 20 20.0 1452 15.0 716 2661 718 20.0 1062 2,661 20 200 1900 21.7 718 2642 911 20.0 106.7 2,642 20 20.0 651 30 720 3314 720 20.0 2293 3,314 20 20.0 2462 68-1 724 3380 724 20.0 286.2 3,380 20 200 655 109 726 3723 726 200 2862 3,722 20 20-0 P147 167 7284010 728 20.0 299-9 4,010 20 20.0 656 144 730 4034 466 20.0 322.2 4,031 20 20.0 2761 150 734 40,94 734 20.D 2994 4,054 20 1 20,0 658 144 736 4110 736 20.0 30211 4110 20 20,0 We 170 74 4159 146 -14.7 185.1 1,819 20 75.9 78 18.0 740 1324 740 240 182.4 1,324 20 20,0 2045 123 742 761 142 240 169,1 761 20 200 663 19.4 744 4292 964 194 1262 4,276 20 20.6 700 204 746 1421 2924 -3,8 277.2 1.211 20 44,2 2560 5.3 748 1203 749 20,0 2940 1,203 20 20.0 823 137 750 4663 758 14.9 234.5 4,327 1 20 35.4 1 1298 49.1 752 4118 752 20,0 562 4,.118 20 20,0 831 263 754 2541 754 200 2792 2.541 20 20.0 P159 166 756 1392 758 195 245.2 1,379 20 20.5 2561 69 759 1371 758 2060 246,4 1,37$ 20 20.0 876 8.8 76 6215 1872 '8.1 207.5 4,381 20 742 80 94 760 1251 82 14.8 191,4 1,187 20 25.5 882 76 762 3020 762 20.0 249.4 3,021 20 20,0 983 193 764 3356 762 193 246,7 3.319 20 20,8 2669 1t-5 768 6483 228 116 281,1 51585 20 28.3 885 8.9 770 6578 229 12.9 279.5 5,585 20 29.0 9011D 7.0 772 5450 1148 16 5 279.0 5.106 20 24.i 2148 8.2 774 2692 774 200 129.8 2,692 20 20.0 1915 .2 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-129 L-132 Ordinance 3230 Exhibit A Page 752 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2016 MDD rD Available Flow el Cridmi Nile Pressure Crilieal Nada Ilesiga Flaw I3es18n Fire 491e Critical Pipe Uldrank( Cridcal Nd.ED Head fl Resign Pressure(PSI) Presuve(Ps1) CriHeal Pipe III Yelarily(f17s Y BP�n) lPrl) () feP�al ) 776 3190 1312 -241 150.6 2,620 20 42.6 1919 5 5 778 3922 778 2011 122.8 3,922 20 20.0 888 25] 78 7448 IS]2 -322 152.1 4,303 20 95.1 88 9-8 780 4059 780 200 1226 4,059 20 200 I6fll 284 782 2711 782 200 235.4 7;7111 20 20.0 1801 1 15.7 784 2954 784 20.0 229.0 '_,954 20 1 20.0 1786 20.2 786 905 786 200 2778 905 20 20.0 890 10.3 790 2932 790 200 268,6 2,932 20 200 891 18.7 794 931 794 200 216.3 911 20 200 095 10.6 796 3866 146 -63 204.5 2,807 20 67A 897 18,0 S00 3238 582 4.8 134.8 '_,647 20 50.0 2377 129 802 3836 146 -5 2 2069 2,812 20 66.2 898 31 9 804 1 3866 1466.1 2050 ?815 20 67.1 899 21.3 S08 2555 808 20.0 364.2 2.554 20 20.0 2730 23 2 810 2809 810 20.0 2502 3,809 20 20.0 P305 31.9 818 1150 8411 200 83.1 4.150 20 1 2(1.() 2650 S21 82 1187 82 200 2013 1,187 20 20.0 82 7.6 820 HISS 919 IS 802 9,150 20 21.3 908 7.3 822 2037 1246 196 3251 206 20 21.2 PI9 M 826 950 1872 -3.5 218.3 626 20 44.3 2528 4,3 828 594 828 200 266.3 594 20 20.0 914 6.7 8311 476H 830 200 1747 3.768 21 200 2145 21.4 832 4382 832 20.0 185,3 4.382 20 20,0 P347 25.6 B36 2277 836 200 212,8 2,276 20 200 2456 11.5 S38 5229 758 1.1 302.7 4,123 20 61.! 2775 36.4 84 3658 84 200 2470 3,658 20 20.0 83 214 840 7075 758 380 1126 4,228 20 917 P513 7,9 842 7064 758 -312 114.3 4.239 20 912 2738 8.8 844 3067 844 20.0 56.6 13 G7 20 20-0 2737 7a.3 846 4061 466 18,2 318.1 3,843 20 22 1 2762 .11.,2 S50 1386 852 19.9 175-9 1.354 20 20.1 _ 925 8.7 652 1381 852 20.0 176.2 1.381 20 200 926 8,7 854 3457 851 20.0 56.2 3,457 2D 2U.0 928 392 856 6202 758 -94 178.4 4.476 20 74.4 1604 8.0 858 5195 758 10,3 '--24.0 4,518 20 470 929 11.2 V1662 7211 228 3.7258.4 5,214 20 409 2630 5.4 5170 759 RL6 2247 4518 20 4fi.2 929 169 6145 75B •7.6 1826 4,499 20 72 7 1594 7 9 6129 758 •7.1 183.8 4,506 20 72.1 931 8,7 6048 758 -4.1 189A 4,538 20 69.5 1598 148 2957 868 200 '_815 '_,957 20 200 933 13.9 5930 1354 IS 1 2908 5,291 20 26 1 472 7 2 5710 1354 164 2918 5,234 20 23.9 2455 69 B74 1309 874 200 2897 1,309 20 20.0 934 14.9 876 5120 1148 166 IM3 4,806 20 23.5 935 IQ1 878 7385 228 4 4 259,8 5.390 20 39.9 964 6 4 880 7090 228 5,8 263.2 5.301 20 38 2 939 5 9 882 5698 1754 165 294.0 5234 20 23.,8 9411 45 886 ` 3550 1928 178 1021 3,505 20 222 1399 20.8 888 5338 758 8.2 219.1 4.520 20 51.4 1598_2 15,2 81, 2844 892 200 304,9 2644 20 20.0 1089 93 894 2225 894 200 2962 2.224 20 20,0 P401 84 896 3197 894 182 292 1 3,085 20 23 0 946 8.4 898 5800 1354 9,5 1.78.0 4,659 20 307 1053 5.2 902 4808 1162 17.9 291A 4.619 20 212 15 9.1 904 ` 4363 894 192 294.3 4.260 20 22.6 1 946 9.3 910 f 30]3 910 200 194.8 3071 70 211(1 953 2h5 914 1273 914 20.0 '_78.3 1,273 1 20 20.0 956 14.5 916 1235 916 200 '_67_3 1,235 20 200 954 14.0 918 1366 920 19,6 287.1 1,357 20 204 957 15.4 92 6034 1872 -5.2 214.3 4..381 20 66.8 87 28.0 920 1038 920 20.0 288.0 1,039 20 20.0 961 US 922 2247 922 200 206.5 2247 20 20A 2457 11.1 924 1635 924 200 216.2 1,635 20 2010 2459 15 9 926 3441 1094 16-6 228.3 3,301 20 23.7 1000 16.9 928 6943 758 -33.0 1240 4265 20 91.4 2739 87 93U 6687 758 -24.7 143.1 4,327 20 86.5 1580 151 932 6809 758 -28,7 134.0 4,297 20 89.0 2734 8.6 934 k 1759 1094 16,2 1_27.4 1,671 2P 240 2976 149 936 ISIO 1094 198 235.8 1,505 20 20..2 962 139, 94 7501 1872 -334 149,2 4.297 20 95..3 2236 222 940 3743 940 200 562 1 3,743 20 200 963 425 942 7400 228 4A N178.5 5,403 20 39.8 969 5,4 944 7030 228 812 5,470 20 35,0 968 6.4 946 5674 1138 162 5.258 20 24.2 971 7,0 948 5567 1148 L5 5,111 20 248 970 6,2 950 4372 950 200 4,371 20 200 976 27.9 952 5449 759 6.2 4,518 20 54.8 977 9.7 954 5476 758 5.7 4,518 20 55.6 1071 8,3 956 4151 956 200 4.1}1 20 20.0 1069 21.9 7095H 200 3370 1 20.0 1072 20.3 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-130 L-133 Ordinance 3230 Exhibit A Page 753 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE,FIRE FLOW AFTER ALL IMPROVEMENTS AT 2016 MDD Arailable Flow al Critical Nude Pressure Crllical Nade Design Flow Design Fire Node Crillcal Pipe Hydrant(gPm) Crl0eal Nade 1D 1 1 Head(ID ( I3ecign Pressure(psi) Pres e d Cri0ra1 Pipe ID Veladl HUs Psi gP�n) (P) Y 1 96 7190 1872 -27.3 163,0 4,103 20 922 89 21.5 960 1511 962 200 176.4 1.119 20 20.1 2822 17.2 962 _1494 962 20,0 1765 1,494 20 20.0 979 17.0 964 4058 964 20 0 127.6 4,058 20 200 2501 460 966 6529 1872 -209 17&2 4,027 20 77.4 2504 7.2 970 6921 1872 -265 165.2 4,026 20 826 2522 7.9 974 4478 2124 90 2117 3,973 20 31:8 2504 9.7 978 4611 2124 _ 5.4 202,4_ 3,950 20 35.6 2510 7.9 98 5941 1872 -2.7 2201. 4,430 20 66.1 90 9,0 980 3862 980 20.0 316.2 3.862 20 20.0 2868 14,0 982 2320 1036 1915 2_75,0 2,301 20 20.5 1076 1%5 984 1959 994 200 267.6 1,959 20 20.0 983 139 986 1911 986 20.0 2615 1.911 20 20.0 1059 123 988 1731 988 20.0 2562 1,73[ 20 20.0 1025 71.5 990 999 990 20,0 242.8 999 20 200 1013 150 992 2311 992 20.0 286,0 nLL 20 200 987 194 996 2215 996 200 2024. 2,215 2C 200 1034 107 YYN 5712 228 181 291.5 5,437 2C 240 1011 12,1 110 _990 110 200 255.2 990 2C 200 P17 11,2 1100 2661 198 18.9 2795 2,612 20 21,2 MI 93 1[112 2865 192 16,3 208.5 2,669 20 25,0 P97 9.4 ]104 2526 1104 200 274.2 2,526 20 20.0 1,191 1.6,1 1106 2540 1106 200 275.2 2,540 20 240 P99 162 1108 1854 1112 20.0 378.2 1,854 20 20,0 P101 21,1 1110 1365 246 -1053820544.0 -2432080384.0 1,356 20 240 P103 346 1112 1148 246 -10536018560 -2431575808.0 1.,140 20 200 1,105 29.1 1114 1648 1114 211,0 299.2 1.648 20 20.0 P107 18,7 1116 1130 246 -1053511360.0 -243I36GYI2,0 1.121 20 20.0 1,109 28.6 1118 1261 246 -105405312413 -2412617472.0 1,251 20 20.0 Pill 31.9 112 1287 110 19.1 153.2 1,274 20 249 P13 14.5 1122 1780 1122 200 2]22 10780 20 20,0 PIIS ILA 1124 1963 2760 146 2860 1,772 20 26.0 2914 9.9 1128 2929 J128 200 2992 2,929 20 ---2110 I'm &2 7130 2966 1130 20,0 292,2 2,966 20 20.0. PI29 10.8 1132 2992 1132 20.0 295.2 3,992 1 20 20.0 1`131 12,0 1134 3495 1134 2011 290.2 '4,49fi 20 20.0 P137 120 1136 5722 614 17.8 301.1 Mini 20 22.6 P413 5.6 1138 3472 1138 20.0 2912 3,473 20 20.0 P143 127 114 1208 110 165 247.2 1,162 20 21.5 PIS 7.4 1140 3783 1140 20.0 387.2 3,783 20 20.0 1,149 9.0 1142 3814 1142 240 288.2 3,813 20 20.0 P151 124 7144 4342 1144 20.0 286.2 4.342 211 200 P141 9.6 1146 3099 1146 200 282-2 3,100 20 200 P163 13,7 1149 4480 1148 20.0 286.2 43480 20 200 PI55 9,0 1150 4707 1148 18.9 183,6 4,610 20 2111 1,157 102 7152 1458 1154 14 8 264,2 1,352 20 25.2 P165 154 1154 1274 1154 200 276.2 1,274 20 200 P167 8.1 I1 7038 228 8.5 269.2 5,483 20 34,6 P169 665 1158 3663 1158 200 2_53.2 3,663 20 20.0 P171 23.4 J16 1997 J16 20.0 279,2 1,99] 20 20,0 1,21 910 1160 7043 228 7,2 266.4 5,387 20 37,6 975 30,9 J 162 5347 J162 20.0 227.2 5,348 20 1 20.0 P173 I80 1164 4508 1164 20.0 247,2 4,507 20 20.0 P177 10.3 1166 1887 210 10.7 273.2 1,851 20 21.3 2429 7,8 J 168 942 1168 20.0 204.2 942 20 20.0 1`163 6.0 1170 1696 1169 II,R 2652 1,503 20 28.2 PIS[ 5,1 J172 3196 2310 169 2589 3.007 20 23.7 PI85 14_9 1174 5969 1174 20,0 305.2 5,970 20 20.0 PI 91 17-5 1176 7215 2280 17.5 309.1 6,572 2D 22.8 P189 7.0 1178 816 1178 20.0 1082 816 20 20.0 P197 208 1180 659 1180 200 20&2 659 20 20.0 P201 168 1182 2180 7178 144 195,2 2,069 20 25.6 2550 Sl.l 1184 2163 J178 15,4 197,4 2,071 20 247 1,195 11.1 1186 1544 1186 20.0 12%2 11544 20 20.0 P205 17.5 7188 2048 1186 18,7 126.2 2,032 20 21.3 1,203 170 1190 1666 _7192 18.3 279.2 1.619 20 21.7 P207 104 7192 1431 1192 2000 283.2 1,43{ 20 20.0 P209 9 1 J194 5666 228 5.5 2625 4,201 20 38.9 2796 8 6 1196 3473 1196 200 140.2 3,473 20 20.0 P213 222 1198 2589 J198 200 243.2 2,589 20 20.0 P2_I5 165 1200 1809 1200 200 2292 1,809 20 20.0 1`217 206 1202 1765 J207 20.0 2202 1 71 20 20A 1,219 113 J204 5044 228 16 9 28818 4,666 20 27.6 2062 220 1206 3771 1206 200 101..2 3,771 20 20.0 P223 241 J206 1256 82 144 19(14 1,187 20 26,0 P225 76 1210 1223 82 -7i 1967 };187 20 23,3 P227 16 J212 1372 7212 200 1662 1,372 20 20.0 1,229 89 7214 102 J214 2110 11%2 102 20 20,0 P151 104 J216 850 1220 165 118,2 831 20 23.5 2055 95 J219 841 J220 174 12_02 827 20 226 1,2_35 94 1220 021 1220 200 1262 821 20 200 P217 52 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-131 L-134 Ordinance 3230 Exhibit A Page 754 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2016 MDD Available Plow al Cri0cal Nude Pressure Crid-1 Nude Design Flaw Deal,Fire Node Critical%pe H ro CrlOeal Node[D Head(13) (bpm) Dcslgn Pressure(pai) IYesstve( f Crl&rat%pr ID Velocity Ma Hydrant IgpmJ (mi) ps] y( J 1222 1571 J222 200 63.2 t.571 20 200 2025 14.9 1224 1389 1224 200 59.2 1,389 20 20.0 P241 15.8 J226 1321 1228 19.6 892 1.319 20 2114 21814 17.1 1228 1217 J228 200 90..2 1,216 20 240 P245 13.8 1230 1046 1220 9.8 102,6 981 20 345 P249 63 1232 1301 1234 18.3 66.7 289 20 71,7 P251 18 6 1234 1265 1234 200 70.2 1.265 20 20,0 P251 8l 1236 3570 146 2.6 225.0 2,819 20 571 P255 18.0 1240 2805 1240 200 972 2,805 20 20,0 P251 17.9 7242 3650 146 0 222.0 2,857 20 59.3 P259 19.0 1244 2598 1244 20.0 80.2 3,598 20 200 P261 29.5 J246 5044 1872 371 140.2 2 N90 213 wi 1 1738 62 1246 1 3883 1872 4.2 223.5 2,890 20 678 1,26518.5 1250 2909 1252 16S 822 2,958 20 23 5 P2fi7 32 4 1252 1201 1252 20.0 942 1,201 20 20.0 P269 307 1254 5470 758 -27.9 135.8 3.379 20 87.9 1,271 20.6 1256 4490 7581.9 1962 3,374 20 66.7 P273 191 1258 1738 758 139 232.2 1.374 20 39.3 P277 38.3 1260 4766 758 -8.2 181.3 3,379 20 74.2 M_79 21.6 1262 4113 758 7.0 216.2 3,404 20 53.1 P281 26.3 1264 3044 1264 200 592 3,044 20 20.0 P287 34.6 1266 1507 1266 200 55.2 1.507 20 20,0 P285 385 1268 5770 758 -35 9 117.5 3,405 20 91,8 P287 5 A 1270 1819 758 -3611 517.1 3.435 20 91,9 1859_2 62 1272 3479 758 1910 '_44.0 3,417 20 23,7 P'_91 38 8 1274 4031 1274 200 952 4,031 20 20.0 P293 257 1276 2914 1276 200 2712 2.913 20 20.0 P293 152 J278 4630 1288 171 285.5 4,381 20 23.4 P311 10.3 128 1239 728 20,0 284.2 1,238 20 240 1159 6.5 J280 3050 1282 191 273,2 3,010 20 20.9 P299 15-9 1282 2249 1282 211.0 2752 2,249 20 20.0 P301 14.4 1284 3225 808 166 256,3 3,082 20 23.3 Pi0i 296 1286 4545 1288 15.7 282.2 4-156 20 24.3 P309 11.0 J288 3572 1288 200 292.2 3,573 2D 20.0 P311 14,6 1290 3853 1292 1512 2642 3,545 20 24.9 P315 145 J292 1821 1292 200 280-2 1,821 20 20-0 P317 t1.6 1294 2384 992 194 284.6 2,358 20 206 P321F2D-3 5 J296 3626 1296 20,0 279.2 3,626 20 20 0 P481 J798 1810 1298 204 ^_62.2 1,61D 20 200 P3236 Jim 2571 1306 10.5 84.3 '_,435 20 30.1 15135 1302 2521 1306 11.1 95,5 2.400 20 242 P3290 1304 2540 1306 8,7 802 2,382 20 31-3 P3315 1306 1791 1306 200 106.2 1„791 20 20,0 P3331308 353 1309 20,0 353 20 20.0 P3350 1310 177 1310 2070 Al103.2 177 20 2070 ?339 18,1 1312 6402 1872 184 183 7 4,012 20 '14.3 2386 7.6 1314 361 1314 20n 117.2 361 20 20,0 1,341 370 1316 1001 1316 200 57.2 1401 20 20.0 P343 64 1318 2579 7318 200 164.2 2.579 20 20.0 P345 1615 7320 1663 1320 2070 185,2 1,663 20 2010 P349 18.9 J322 551 1322 20.0 1972 551 20 20.0 P351 6 3 1324 1068 1324 200 2612 1.068 2D 20,0 P355 121 J326 1117 1326 200 2692 1,117 20 20,0 P351 12.7 1328 249 1338 13.4 260,11 228 20 26.6 P357 10.5 1330 102 1330 20.0 1_63.2 102 20 20.0 P361 10.5 1332 149 1338 14.8 2631 Illy 20 25.2 P359 145 1334 so 1338 174 269,2 77 20 22.6 P363 81 1336 61 1336 20.0 265.2 61 20 20.0 P165 62 1338 70 1338 200 75.2 70 20 200 P367 7.1 134 649 134 20.0 275.2 649 20 260 P31 16,6 1340 1680 7354 1770 295.2 1574 20 261 P369 101 3342 1770 1354 6.0 269.9 1,379 20 14.A PM 57 1344 1922 1354 2.2 261.2 1,119 20 37.8 2290 58 1346 113 1346 200 _'81.2 113 20 200 P375 115 1348 1672 1354 _ _8.5 275.7 1,351 20 370 P377 4.6 ]350 1400 1354 17.4 296,2 1.324 211 22.6 [385 4.8 1352 -112 1352 200 281.2 112 20 20.0 P381 It 5 1354 97 1354 200 302.2 97 70 204 P391 9.9 1356 1495 1354 16.1 '_93.3 1,378 20 24..1. P387 5.6 1358 105 1358 200 2722 105 20 20.0 P389 10.7 136 1191 1474 18.1 279.9 1.145 20 21.9 P421 14 1170 2840 1370 200 304.2 2,tl40 20 200 P403 18,3 1372 3789 1372 20.0 307.2 3,789 20 20-0 942 5.6 1374 1617 1376 4,0 134,2 1,428 20 36.0 1,4115 22.2 7376 1249 1376 200 1712 1.249 20 20..0 P407 14.2 1378 5694 1354 165 294.1 5,235 20 23,7 2454 6.9 1380 1242 164 13 5 87 2 1,197 20 26 5 1909 77 J182 3580 1382 200 277.2 1581 20 20.0 P419 20,6 1794 2773 2826 200 1_62,2 2,772 20 !0-0 0.0 995 10.5 1386 7202 1788 19-1 310.2 3,132 20 P425 73 J388 2908 1388 200 312.2 2.909 20 1427 Itl6 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-132 L-135 Ordinance 3230 Exhibit A Page 755 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2016 MDD lu Available Flow at Critical Node Pressure Critical Nude Design FlowDesign Fire Nade Critical Pipe Hydrant(gpml C'18-1 Nude HI (moi) Head(D) imp.) Design Ressure(Psi) pressure(Pail Critical Pipe JD Velocity(rd.) 1390 3258 1392 19,6 309.2 3,222 20 20.4 P433 7.2 1392 3053 1392 20.0 310.2 3,052 20 200 P431 195 1394 3517 1394 20.0 307.2 3,517 20 200 P437 97 1396 2410 1300 96 272.2 2,034 20 30.4 P441 45 1398 2252 1300 17.3 289.8 2,142 20 228 29120 4.9 140 2010 140 20.0 89.2 2,010 20 200 P33 17.4 1400 1886 1400 200 2702 1,886 20 200 P443 120 1402 2522 1296 154 315 6 2,190 20 28.0 2609 5 1 1404 1023 1404 200 2772 1,023 20 20,0 P447 116 1406 4952 1296 65 2910 3,522 20 34,4 P455 93 1408 1793 1408 20.0 245.2 1,793 20 20.0 P457 105 1410 2783 2500 14,7 94,2 2,703 20 25.3 488 146 1412 1257 1412 20.11 73.1 1,257 20 20,0 Will 175 1414 855 1414 20.0 662 855 20 20.0 1885 21.9 1416 2079 1416 20.0 882 2.079 20 20.0 1147 39.8 1418 2456 141N 20.0 15(1.2 2,456 20 200 P467 14.6 142 3147 582 •0.1 145.8 2,660 20 46.1 P39 9.9 1420 4265 758 6.4 215.1 3,482 20 40.0 P469 12.1 1422 5998 758 -39,1 110.1. 3491 20 94.4 1859 7.1 1424 1721 1424 20.0 256.2 1.721 20 2010 P473 II 3 1426 4303 1426 20.0 286,2 4,303 20 20,0 P475 11 4 144 3052 582 41 155,4 2,660 20 426 P41 170 146 2434 J52 15,7 167,2 2,346 20 24,3 P45 78 148 2458 152 18.0 172.6 2,417 20 22.1 P47 8.6 I50 2657 582 16.7 183.1 2,559 20 24.8 P515 10.2 152 2163 152 200 177.2 2,163 20 20.0 P49 13.8 154 2387 154 200 169.2 2,387 20 20.0 P51 15.2 J58 1228 J64 122 842 1,.175 20 27.8 P53 7.5 160 1209 164 17,8 83 2 1.154 20 28.2 P55 7.4 102 1188 164 14.9 90,4 (,154 20 25,3 P57 7,4 164 1113 169 200 1022 1,113 20 20.0 159 7.1 166 330 166 200 872 330 20 200 P61 337 180 2264 336 18.7 283.2 2 215 20 21.3 1686 9 7 182 2368 1114 18.7 286.3 _,315 20 21.3 P75 9.7 184 2360 1114 18.7 286.2 21306 20 21.3 P77 9.7 186 307) 1114 67 25&4 2,517 20 34,1 Pig 111 188 3080 1114 100 1 266.1 2631 20 30.8 Pel _ 59 190 2410 190 200 29022,410 20 20.0 Pel 7.9 192 2362 192 20.0 197.2 2,362 20 20.0 P85 9.9 f94 2620 194 200 298.2 1_.620 20 200 P87 12.6 198 2584 J98 20.0 282,2 2,58382 20 20.0 P89 9.6 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-133 L-136 Ordinance 3230 Exhibit A Page 756 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD 4veilellle Flaw al Quw M.0vt 11c4 Critical Node Design now Design Fire Node Critical Pipe lD Hydrant file.) C111-1 Nide ID (poll Heed(it) Lisp.) OesiRn Pr-cur,(psi) Pressure Ipsi) Crillrul Pipe M Velocity(fals) 10 4231 1670 10.5 239.9 3,672 20 37.9 2885 15.8 1000 5332 1164 149 235.5 5,007 20 25.3 990 9 8 1002 1040 1054 200 206.1 IX40 20 20.0 993 14.8 IOM 1.521 1(104 200 20715 1.521. 20 20.0 994 13.2 1006 1854 1006 200 216,2 1.854 20 200 1030 17,3 1012 1599 1012 20,0 18791 1.599 20 200 996 1&1 1114 SARI 1014 20.0 201.9 5ORL 20 20.0 1062 38.8 IMe 3311 1094 19.4 234.8 3,286 20 207 2461 31.3 102 4274 702 20.0 1327 49274 20 200 1320 33.3 10211 4626 2124 23 195.3 3,850 20 38.9 2512 7.1 1022 4411 2124 6-0 '_03.9 3,791 20 34.8 2514 6.6 1024 4215 1068 8.3 206,5 3,702 20 31.9 2516 63 IC26 5613 1354 7.4 273.L 49344 20 329 1004 58 1028 4976 1354 144 288.3 4.344 20 2B.1 1003 27.7 1030 5499 1354 9.5 271.9 4,403 20 30.8 2%till 6.0 1032 2809 1032 2C.0 272.6 2,809 20 200 2864 13.5 1034 1834 1034 20D 259,9 1,834 20 200 [Cos 14..5 1036 625 1036 2C0 2762 625 20 200 11818 MO 1038 1461 1 1038 204 195,6 1,461 20 20.0 1009 16,6 104 7646 228 85 230.1 4,748 20 90`6 2872 8.3 1 G4 5894 228 15.8 286,3 5,314 20 27.7 2632 127 1042 1083 1042 20.0 242.2 i5O83 20 200 1010 277 10,16 838 1046 200 186,2 838 20 2001012 95 1049 4952 1164 16,1 238,2 4,715 20 24.0 1037 98 1050 4555 1164 19.6 2463 4,533 20 204 1014 8,4 1052 892 1054 16,9 198.,9 Bbl 20 231 2465 98 1054 792 1054 20.0 2062, 792 20 200 1016 9,0 1056 5532 228 I8.5 292.5 5,323 20 226 1017 11.3 10586324 228 12.6 278,9 5,315 20 31 3 P485 B.6 106 57118 228 11.8 277.0 4.748 20 54.3 96 53-9 1060 2427 1060 20.0 '_68.5 2,427 20 200 1077 207 1062 1580 1062 20A 266,2 1,580 20 200 ID18 1799 1064 1932 1064 20.0 26fi2 1.932 20 20.0 1019 135 1066 2920 1066 20.0 '76.2 2,920 20 20.0 1021 33,1 1068 3617 1068 20,0 233,4 3,617 20 200 2518 6.1 1070 3617 1070 20.0 '_33.1 3,617 20 20.0 2519 103 1072 3287 1072 20.0 230.7 3,287 20 200 2520 27.7 1074 3606 1074 20,0 211,0 3,606 20 20,0 2134 18.4 1076 288.3 1076 20.0 2262 2.883 20 20.0 2521 327 1078 7495 1817 -40.8 1320 3,992 20 97.6 2523 8.5 108 4909 108 20.0 226.2 4,909 20 20.0 2478 31.3 1080 6922 228 7A 2668 5.283 20 40.8 1023 11.3 OB2 422.3 992 17 6 2805 4,032 20 22.6 2862 10.2 1084 3114 1084 20.0 276,2 3,114 20 20.0 2850 .113 1086 4998 1085 20.0 '_61.2 4,998 20 20,0 1028 0.6 1088 3149 1088 200 257,9 3,150 20 20.0 1029 199 1090 2666 1090 200 217..6 2,666 20 20,0 1031 2016 1092 1241 1092 200 212,3 2.241 20 20.0 1033 14 3 20. 1094 1419 1094 0 '_36.2 1.419 20 20,0 1036 12.0 1096 3153 1162 20.0 296.2 3,153 20 20,0 1038 104 1098 3433 1164 19 9 296.0 3,428 20 20.1 1050 910 110 5308 228 195 294,8 5,239 20 21.2 P175 167 1100 4651 1162 178 291,1 4,615 20 224 IMO 9.3 1102 5367 1354 15.8 292.4 4,849 20 24,9 1041 15.3 1104 5433 1354 152 291,1 4,849 20 254 1042 14.9 IIW 7726 1872 -45.3 121.7 41011 20 LOLA 2880 87 1108 3172 1108 20.0 93.7 39172 20 200 2524 36.0 1110 4095 IR72 16.1 263_3 3,814 20 31 B 2525 25.3 1112 4106 1872 15.9 263,0 34816 20 32 1 2226 25,5 1114 1569 1566 18.0 177.6 1.544 20 22,6 1440 17,3 1116 1641 852 4X 1393 1.445 20 36.8 2527 14.1 Ills 5081 IH72 16 232.2 3,897 20 524 2176 233 142 4453 692 19,8 226.2 4,445 20 20.2 2479 19.9 1120 5863 1072 -37.0 140.9 3,447 20 87.5 2661 7.2 1111. 6108 1872 -37,1 140.7 3,568 20 88,0 2657 9.5 1124 5753 J354 12.2 284.2 4.835 E2 .0 1081 4.7 1126 4969 1354 19.1 300.0 4,849 20 21,3 1043 31-C 1128 5337 1354 16,0 293.0 4,849 20 U6 1044 19.6 1130 3319 1130 200 293.9 3,J 19 20 200 1046 12.9 111 3476 1132 200 292.4 3,476 20 20.0 1047 145 1134 2833 1134 20..0 291A 2,833 M 20.0 i.e ISA 1136 4167 1136 20.0 2864 4,167 20 20.0 1051 18.9 1138 5802 1354 9.7 27893 49647 20 30.7 1055 53 1140 3221 1140 20,0 276.2 3,221 20 20A 1054 206 1142 5860 1354 98 2785 4,701 20 306 1 1056 53 1144 5097 1354 16.7 294.6 4,703 20 24,.4 1057 300 1146 1899 1146 20,0 263 2 1.899 20 200 1058 12.4 1148 1668 1148 20.0 261.X 1.668 20 20.0 1060 18,9 1150 7047 228 6.3 1_642 5,275 20 44.2 1061 10.7 1156 5520 75N 3.5 2083 4,449 20 59.1 2892 19.4 1158 4984 1158 20 0 126.5 4.984 20 200 P-5 24 7 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-134 L-137 Ordinance 3230 Exhibit A Page 757 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD A-flI Flow al CriOcA Node Preuure Crilicel Node Design Flow 11-II,Fl,,Node C06-1 Pipe II(bpm) CH(I-I Node ID III II(D) (.-) Dcdge Pressure(psi) Pr-.(II Crilicel Pipe ID Velocity(W.) V6 5522 1148 152 375.2 5,064 20 24.9 974 6.4 1160 4274 1160 200 184.7 4,274 20 20.0 P509 119 1162 2799 1162 200 2962 2,799 20 20.0 1079 17.9 1364 3176 1164 20-0 296.2 3,176 20 20.0 1080 14,J 1166 1030 1054 19.1 2114.11 1,014 20 21A 2635 14.3 1168 896 1054 168 19&9867 1 20 23.2 2464 9,9 1170 1569 1004 PA 201 8 1.521 20 23 3 2466 93 1172 966 1872 -4 7 215.5 626 20 456 1510 4 5 1174 822 1872 4,8 237.3 606 20 35.2 2529 3.6 1176 826 1770 13,2 136,8 738 20 27.3 2530 6.6 1178 689 146 9.4 240.7 565 20 30.6 2570 7.6 1180 6457 1872 A07 137.4 3,661 20 91.7 1216 99 1182 1705 1182 20.0 252.1 1,705 20 200 1823 12.0 1184 1545 1184 205 256.2 1,545 20 200 2425 11.0 1186 5339 228 3.7 258.3 3,844 20 37.0 P533 4.6 188 1205 1188 200 258.9 1,205 20 2010 1662 20.9 1190 5839 1872 -345 153-6 3,546 1' 2-5 2658 17.6 1192 5803 1872 -30.6 155.6 3,546 20 86.1 2659 226 1144 2794 1194 20.0 56.2 2,794 20 20.0 1084 31.7 1198 3195 1312 0.8 157.1 2.679 20 40.7 18% 10.7 12 4378 1670 4.4 225,9 3,513 20 44,3 2107 10.4 12110 1127 1312 9.2 176.6 1,/11# 20 333 1142 87 1202 5820 2280 16.2 306,3 5,074 _ 20 23 8 1090 6.4 1208 2670 1296 -8.2 2612 ols 20 48.2 2059 3.5 -.. - 1210 2956 1296 -10.2 256,5 1,635 20 50.5 1105 ].9 1214 3215 1214 200 283-0 3,215 20 200 1094 10.8 1216 MM 1216 200 281.1 3,404 20 200 2604 21.7 1218 24411 1218 20.0 276 2 2,440 20 20.0 1095 I S 6 122 702 146 68 234-8 554 20 33.2 139 3.5 1220 3145 1220 200 288,5 3,145 20 20.0 1098 11.1 1222 37A1 1222 200 294.5 3,261 20 20.0 1099 143 1224 3927 1224 200 298.2 3,927 20 200 657 16.5 1226 3476 1296 -183 2378 1,758 20 588 1102 4.3 1228 1318 1228 2C,0 2495 1,318 20 200 1101 15,0 1230 5768 1872 -41.4 130.8 7,319 20 92.8 26" 1A 58 1232 66 1872 -373 140..2 3,443 20 87.1 2661 6.8 1234 1763 1234 20.0 266,2 1,764 1 20 2C0 2663 1I.3 1236 1579 2760 NA 297.1 1,561 20 206 2592 58 1238 2012 2760 14,4 285.5 1,807 20 25.9 2665 7 3 124 712 146 5.9 232,7 555 20 34,1 2533 3,6 1240 3672 1296 -I8 3 237.8 1,856 20 1 588 1118 4.7 1242 624 1246 135 274.9 562 20 265 1119 6,4 1244 5.53 1244 20,0 2753 553 20 20.0 1L03 6.3 1246 516 1246 20.0 290.0 516 20 200 3]04 5.9 1250 5334 1296 -17.5 239-6 23719 20 58.1 1109 61 1252 5291 12% 8.1 298 7 3,877 20 32.8 2858 9.4 12.54 1066 (254 20.0 300.8 (,C66 20 20.0 IIID ILI 1256 3745 1296 •16.7 241.4 1,923 20 57.2 1123 5,0 1258 1724 110 1&5 247,0 1,656 20235 111 18.9 126 1059 150 15.3 179.3 1;013 20 24.7 132 11,5 1260 1194 1246 -7,5 2265 846 20 47.5 2901 9.7 1262 816 1262 2910 238.4 816 20 20.0 1117 9.3 1264 769 1264 20,0 238.2 769 20 20.0 1120 87 1266 2081 2760 1&1 293.9 1,999 20 22.2 2666 111 1268 6985 228 -7„7 243,4 4,578 20 48.2 2060 &2 1276 1706 1276 20.0 250,4 1,706 20 20.0 2670 10.9 1278 2714 1278 20.0 300.2 2,714 20 20.0 2672 124 128 10&3 150 14,7 177,8 1,032 20 253 2534 179 1280 2855 1280 20.0 299.2 2,855 20 20.0 72 12 2 1282 4576 1296 -21.7 225.3 2,192 20 63.8 2615 5.4 1264 4856 1296 -20.9 231.9 2,392 20 612 1130 60 1266 4579 1296 -23.7 225.3 2,195 20 63.7 1124 54 1288 1304 110 19.5 254.1 1,297 20 2aS 1126 14..8 1290 1322 1290) 2 746.2 1,322 20 20,0 1127 15,0 1292 380 1292 20.0 316,2 380 20 20.0 1931 17 1294 1454 1296 174 3202 1,336 !o226 1141 38 1296 248 1296 200 326,2 248 20 20C 29100 63 1298 2098 1300 15.7 1 2863 1,943 20 24.3 211053 130 3084 1358 17.2 56 213.2 2,977 20 25.3 28 15.3 1302 286 1302 20.0 286.2 286 20 20.0 1140 7.3 1304 239 1304 20.0 286.1 1 239 20 200 1137 61 1310 1287 1312 .12.2 127.2 1 983 20 522 2606 8.8 1312 717 1312 200 10115 717 20 20,0 3008 &I 1324 2397 278 20,0 296,2 2,396 20 20.0 84 14.2 1326 780 1312 11-4 181.6 717 1 20 29.9 1143 &.I 1328 3563 268 -L2 205.6 2,55E 20 528 1198 68 1330 3561 1312 -11.9 127.8 2,725 20 53.7 1144 64 1332 911 1332 20.0 215.0 911 20 20.0 2789 15.6 1334 695 1334 20.0 219.1 695 20 20,0 1146 7.9 1336 775 146 178 2601 70120 23.6 1213 &0 1338 2200 1338 200 1 88 5 2,200 20 20.0 1873 13-3 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-135 L-138 Ordinance 3230 Exhibit A Page 758 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD Available Flow al Crll-I Nade P,- Crill-I Node Devlin Flow Design Fire\ode Criliea115pe ID H dram Crilieal Nodu TD Head(10 (gPsn) Design Reasuru(Psi) Wi) Crilieel-Pe H) Y I ) Y (9Prn) (Psi) I'resaure f Velrcil Na 134 3724 134 200 $41.1 3,724 20 2010 178 443 , 1340 4348 1872 -8.6 206.6 3,001 20 757 1206 12.7 1342 4148 146 -21.7 16" 2,668 20 67-1 1613 7.3 1344 2106 3178 19-4 2068 2,094 20 20.7 P199 10.9 1346 2181 2570 20,0 1262 7.181 20 200 1149 10,7 1348 4181 146 14.6 1854 2,838 20 75.4 1182 15,8 1350 796 146 137 2505 701 20 288 1152 106 1352 1169 146 127 1482 1.013 211 326 2045 11.1 1354 1081 1356 155 180.0 1,036 20 245 1154 17.2 IJSfi 715 1356 20O 190.3 715 20 20.0 1153 10.3 1358 2567 1358 20.0 219.] 2,567 20 20.0 1165 7.0 136 4272 228 190 2936 4,162 20 24.1 2581 27.8 1360 3839 135H -75 156.2 2,920 20 475 1861 69 1362 1543 1362 2110 1675 1,543 20 200 1155 29,7 1364 4354 758 -03 199.6 3.317 20 47.2 1464 9.5 13661576 1366 20.0 182,2 4576 20 20.0 1157 MO 1368 ASK 1368 2011. 1218 3,458 21) 20-0 1478 16,7 1370 4497 758 -I-1 197.6 3,403 20 53-9 1862 10.5 1372 4519 758 -90 179.5 3,159 20 58.8 1852 67 1314 3893 ]511 •0.! 19(1.7 2,815 20 50.1 1446 11.9 1376 4448 758 -8.0 181.7 3,128 20 58 8 1851 67 1378 3564 758 -5-8 186.8 2,537 20 51 4 1445 140 138 3703 140 198 125.8 3.759 20 202 2578 21.4 1380 5998 758 -38.1 1 12.0 3,510 20 94.0 1845 5.1 1382 5916 758 -31 3 127.9 3,625 20 89-0 1435 5.5 1384 4471 758 -64 1854 3,199 20 508 1464 72 1386 4712 758 -132 169.7 3,193 20 630 1853 6,1 1389 4326 13.58 -18,4 1311 1 3,056 20 585 1863 6-5 1390 2730 758 31.9 227.6 1 2,389 20 34.3 1523 13,8 1392 3932 1358 -13..8 141.8 2,858 20 53.8 1868 7,1 1394 7881 228 -112 223.9 4,744 20 906 1476 9,9 1396 1569 2870 4 7 745 E.441 20 35 3 1168 23.5 14 4304 1670 50 22742 3,468 20 431 2109 11.6 140 3369 140 20.0 126.2 3,368 20 2040 179 39,2 1402 3382 1586 1 19,6 159.9 3,369 20 20.5 1170 16A 1401 3413 1404 200 146.2 3,413 20 200 1473 17,9 1406 7204 228 2..1 254.7 5,051 20 428 2629 5.1 1408 2344 1408 200 255.7 2,344 20 20.0 1703 137 1410 2329 1410 200 1_56.6 2,329 20 20.0 1174 13,3 1412 3639 1412 20.0 297.2 3,709 20 SAO 2602 5.4 1416 4767 228 162 1_87.0 4_340 20 360 1177 55.9 1418 4967 228 147 2817 4.292 20 40.8 1177 46,7 142 4008142 20.0 136..2 COOK 70 20.0 2576 30.9 1420 1669 1420 240 95-4 1,669 20 20.0 1178 17.4 1422 1506 1422 20.0 101.3 1,506 20 20.0 1 1584 17.1 1424 1393 1424 20.0 96.2 1,393 20 200 117915-8 1426 4181 146 -14,5 195,5 2,838 20 754 1182 16.3 1429 3626 146 5,1 230,7 2,942 20 55,1 2653 266 1430 3443 146 5.9 232.4 2.920 20 53.8 1181 20.3 1432 1674 1432 20.0 274.7 1,674 20 20.0 1183 9.5 1434 2043 228 147 2113.7 1,847 20 25.3 P521 4.7 14.36 2327 229 69 265,7 1.945 NI R20 P525 4.5 1438 IMS 2274 182 278.6 1,306 20 1715 5.8 144 3458 144 200 135,5 3,458 20 ISO 39.2 1440 625 1440 200 26L6 625 20 1697 9A 1442 721 1468 19.5 256.9 714 20 1659 1L4 1444 605 1444 200 256.2 665 20 1186 15.4 1446 717 1468 19,8 257•5 714 20 1187 3.1 1448 738 1448 200 243.0 738 20 1188 8A 1450 951 1448 11.9 224,2 845 20 1773 9.6 1452 1274 228 {"/1 299,7 1104 20 1189 6.6 1454 3593 268 -30 20318 2,551 20 542 1190 5,2 1456 979 1458 11,3 ^_76,2 841 20 28.7 1723 5.8 1458 785 1 5 20.0 296,2 794 20 211,0 1196 4.5 146 545 146 200 265.2 545 20 20.0 187 3,5 1460 881 1462 173 290.0 837 20 22.8 1202 5.3 1462 sag 1462 200 296,2 1920 20,0 1192 4,9 1464 958 1466 14.5 283.4 865 20 26,3 1193 5,2 1466 806 1466 20.0 2962 806 20 20.0 1194 4.5 1469 714 1468 200 258,1 714 20 20.0 P491 6.0 1470 1170 1474 180 279.6 1,132 20 220 1 P29 5.3 1472 1101 1472 200 282,6 1.101 20 20.0 1197 5.0 1474 1106 1474 20.0 284,3 1.106 20 200 1199 5.1 1476 907 1462 19.4 294.8 11_ 896 20 20.7 1201 6,0 1478 4386 1872 -9.5 204.3 3,001 20 76.1 1607 9.3 148 5663 228 4.5 2602 4.109 1 20 4L2 2797 7 8 1480 4139 1872 -32 2189 3,005 20 70.7 1207 109 1482 3430 1972 11.6 1_52.9 2,967 20 45.8 2653 326 1494 7488 146 3.9 229..0 2,798 20 54.7 1204 18.6 1416 ISR! 1486 200 185.0 1,585 20 20.0 1212 180 1486 7042 1872 -462 1197 1921 20 96.7 121] 1LO CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-136 L-139 Ordinance 3230 Exhibit A Page 759 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD AvnHAk Flow et Critical Nade Pressure Critical Nd. Design Flan Design Fare Node Crllical Pipe 1U H dram CrlOcal Node[D Design Pressure(psi) Cri0cal Pipe O) Y (8Pm) (NI) Head(R) (gpm) Pressure Ipsi) Velocity Al.) 1490 8477 1872 59-1 89.9 4,123 20 105.3 2574 78 1492 8282 1872 -557 977 4,087 20 105.8 2573 88 1494 2734 1422 12 5 83.9 2,624 20 27.5 1220 15.9 1496 4330 1872 -78 209.3 3,012 20 749 1225 141 1498 4144 1872 3,2 218.8 3,010 2U _ 7Q3 1224 3315 150 668 150 200 190.1 668 20 20.0 195 17.1 1500 46N 1872 161 1892 3,014 20 81.8 2793 148 1502 3823 1872 43 2361 3,012 20 612 1226 19.2 1504 1000 1504 200 872 1,000 20 20.0 1279 25.7 I SIM 644 2936 1918 74,7 643M20 20.2 1228 16.5 1508 643 _ _ 1896 16.3 66.2 63123.7 2992 7.2 1510 5355 1872 59 239.8 4,398 522 1230 198 1514 4788 1872 -21.0 177.8 3,03085 8 1231 19,3 1516 5388 IB72 -37.1 140.7 3,204927 1232 205 1518 5652 1872 -44.6 123.5 3,20496.8 2269 13.0 152 1710 146 ISA 254.6 1,58031.8 2791 16.31520 5678 IB72 -445 123,6 3.218 Yh.7 134h 7.9 1522 1846 1522 20.0 923 1,846 20 20.0 P35 15 5 1524 M12 228 -4,9 238.5 4,1 19 20 67.2 1294 8.6 1526 6998 758 -23.3 146.5 4,560 20 78.1 1474 (6 1528 ]094 ]SB -l0 5 129.9 4,409 20 866 1237 6.6 1530 71182 158 -364 116.1 4,244 20 93.4 1527 6,5 1532 6144 758 -263 1395 1904 20 85.2 1,511 7.3 1536 1588 1536 20,0 216.2 1,588 20 210 14 127 1518 2690 1538 210 178,0 2,690 20 2Q0 2879 14.6 1540 2020 1540 20,0 216,1 2,020 20 20.0 1563 14.9 1542 3167 1544 19.6 185.7 3,154 20 204 2564 13.2 1544 JW3 1544 210 186,6 3,002 20 200 2215 19.2 1546 1688 1546 20.0 180,1 1,688 20 20.0 2217 33.7 1548 2954 179 20.0 178,4 21954 20 200 2219 9.7 155(1 1020 1550 211.0 114.2 1,020 20 2Q0 1310 I6.8 1552 4989 1872 -37.9 138.9 2,835 20 933 1338 55 1554 4327 IB72 -226 174.3 2,653 20 710 1309 66 1556 1747 1556 200 Ilya 1.747 20 20,0 1426 185 1558 1200 2924 131 316.2 11138 20 26,9 2553 5.2 156 1121 2696 139 3140 1,070 20 262 211 12.2 1560 1279 2924 1 3.7 2945 1,137 20 36,3 1246 1.3 1562 1309 2924 0.1 2862 f,IJB 20 400 2552 4..0 1564 1454 1564 2Q0 201.3 1,454 20 20,0 1572 15.1 1566 1338 1566 MID 18242 1319 20 200 1251 &9 1568 1081 1872 -15.5 1904 622 20 570 3032 5.3 1570 3876 1872 149 2607 31542 20 347 2913 23.7 1.572 3446 1572 200 1087 3,446 20 200 1494 22.6 1576 6907 228 -9.5 227.8 4,246 20 67.6 1313 6.4 1578 1333 1578 20.0 165,1 1,333 20 20.0 1412 19.7 1580 554 1580 20.0 152.1 554 21 2Q0 1257 14,1 1582 7023 228 -1.5 246.2 4,703 20 55.5 1821 9.0 1584 1325 J322 9..3 172,4 1,202 20 30.7 1259 187 1586 1899 1586 200 160.9 1.899 20 210 1272 14.1 1588 2899 1588 20.0 169.4 2,899 20 20-0 2221 153 1590 4028 758 11.0 225.5 3,490 20 33.6 1461 118 1592 3477 1936 19.5 201.4 3,459 20 205 14fi2 12.9 1596 B721596 200 171.3 872 20 20.0 1268 12.8 1598 1676 1593 20 1 Ifi4.2 1,676 20 2010 1281 15.7 160 1127 2696 13.2 309,4 4070 20 26.8 212 12.2 1602 3562 1fi02 20.0 111-8 3,562 20 20.0 1274 17-0 1604 6549 758 -223 148,8 4,286 20 85.1 1581 8 3 1606 6362 758 -16.4 162.5 4,140 20 80.7 1276 8 1 1608 6208 758 •11.5 1735 4,391 20 76.6 1277 7-9 1610 6289 758 .141.1 167.9 4,363 20 78.8 1385 8,0 1612 1731 1612 20.0 2567 1,131 711 210 2889 12.5 1614 1869 1614 200 258 0 1,869 20 200 289D 14,9 1616 1582 1616 20.0 944 1,582 20 20.0 1376 27.1 1618 2618 1618 20.0 176.2 2,618 20 210Id70 14.0 162 1179 2696 12..1 306.8 1.112 20 27.9 1551 12.6 1620 1853 1212 11.1 145.7 1,732 20 28'9 1517 15.5 1622 1422 3212 17..7 1609 1397 70 223 1282 15.9 1624 5830 228 31.1 275,4 4,787 20 56,6 1578 17,1 1626 2848 1526 20.0 56.1 2,848 20 20.0 1284 323 1628 5703 758 2.6 206.2 4,573 20 49.2 1585 IOA 1630 2733 1630 20.0 121.2 2,733 20 200 1285 19,8 1632 1283 2696 11-2 304.7 4204 20 28.8 1286 133 1634 1318 2696 9..9 301.8 1,227 20 30.1 2546 9,5 1636 827 1770ID,] 130.1 709 20 29.7 1358 47 1638 3204 1640 I&5 220 2 3,134 20 21.6 1565 93 164 3646 164 240 286.2 3.547 2020.0 217 175 1640 1858 1640 210 223.7 14858 20 200 1291 15.9 1642 6254 228 -25 244.1 4,110 20 57 8 1591 9-1 1644 2647 1872 y0 235.5 2,013 20 41.0 1107 115 1646 2834 1872 -47 2153 1943, 20 498 2886 10.7 1648 913 1596 14 6 158 7 872 20 26.6 1296 '1.9 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-137 L-140 Ordinance 3230 Exhibit A Page 760 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD Available Flow al Crid-I Nude Pressure CHUca1 Nude D.18a Fluw Deeiga Fire N de celde l Pipe ID Hyd...I(8pm) L Nka@ Ipai) Head III) (8pm1 De6IWa Pl--fpsp Pressure(pai) Crllleal Pipe H3 Velocity CLA) 1651 640R 228 5.0 261_3 4,748 20 71.3 1299 53.9 1654 1330 2924 4.4 '_96,2 1,(90 20 38 6 1302 17-5 1660 3786 1296 -5.2 268.1 2,229 20 54.3 2611 5 2 1652 2%'72 1296 174 3202 2,546 20 29.0 2358 11.7 I fi64 2236 1458 11,6 '_76.7 1,908 20 28.5 P529 5.0 1666 1230 1666 20.0 Ztl4.0 1,230 20 20,0 Ibdl 1411 1668 1248 I66N _ 2011 259.3 1,246 20 20.0 1662 9.5 1670 625 1670 20 0 261.9 625 20 20..0 1648 9.5 1672 1397 1672 200 _ 3062 1,397 20 20.0 1649 6.1 1674 1381 1678 20.0 3062 1,381 20 20-0 1743 9.3 1676 1535 2198 19.7 301.9 131ti 20 20.4 1707 7.1 1678 979 1678 20 0 3062 979 20 201) 1651 11:1 1690 1448 1682 200 3C6 2 1,448 20 20 0 1655 10.2 1682 1059 1682 20.0 3062 1,059 20 200 1652 12.0 1684 1587 1688 195 369.0 1,566 20 265 1766 IRIS 1686 1881 1214 16.2 1_20.4 1,792 20 23.8 1657 203 1688 986 1685 200 3102 986 20 200 1658 11.2 1690 1087 1691 200 2539 11187 21) 200 P545 105 1692 2236 1456 "1 4 2764 1,903 20 28,6 P521 48 1694 7414 226 -50 238.3 4,727 20 504 1664 44 1696 712 146 5,9 1327 555 20 34.1 2532 3.5 1698 4029 1872 -153 191 0 2,606 20 620 1441 6,6 170 3403 146 4.4 2292 2,731 20 53.8 260 163 1700 1638 1700 200 116,8 1,638 20 20.0 1942 I8.] 170Z 1643 1702 200 126.0 1,643 20 20.0 2006 II 1704 1664 1704 200 131.5 1,664 20 20,0 2007 120 1706 17'11 1 1706 200 126.8 1,771 20 200 2008 135 1708 3942 146 1 -103 195.3 2,757 21 71 9 1952 8[.7 1710 3392 582 -9,0 125.2 2,695 20 54.6 2011 9,4 1712 3571 582 -14.5 112.6 1:745 20 59.8 2032 60 1714 3831 582 -24.6 89.2_ 2,781 20 68.2 1977 8.3 1716 2733 5N2 168 ISM 2.649 20 256 2012 IG,II 1719 1770 171N 200 806 1,770 20 20.0 2029 11.0 172 4268 _ 146 .24.1 163_1 2,690 20 745 2538 47 1720 1759 2408 18.2 88.5 1.741 20 21_9 2013 104 11221631 146 II 259.1 1.544 20 269 203 7.0 1724 1560 740 16.3 173.8 LSH 20 240 2014 67 1728 3392 562 -10,0 122.9 1 2,678 20 1 55.6 2911 87 1730 3358 582 -86 126.2 2.675 20 1 55.0 2017 10.4 1732 3402 582 -10.4 1220 2,679 20 57.5 2643 9.3 1734 3399 582 -10.4 127,1 2,677 20 57.5 2644 9,N 1736 3391 582 -104 121 2,671 20 57,5 2020 8-7 1733 3406 582 -106 121.6 2,680 20 51.7 2643 7_3 174 8141 2280 167 307,3 7,266 20 23.6 2752 10.7 1740 2978 582 [!.5 172,6 Z.755 20 34-4 1 2024 136 1742 1678 1742 200 79.2 1,671 20 200 1960 11.2 1744 1209 17.14 200 704 1,209 1 20 200 P239 194 1748 IYli 1748 200 722 1.922 20 200 1986 13_7 1750 188i 1750 20 0 76.1 0,881 20 20.0 2028 13,2 1752 3816 582 -24.2 90.2 2,777 20 67 9 2031 25.1 175.4 1,595 1 1754 200 114.2 1.595 20 2010 2034 18.5 1756 1202 1756 200 98.8 1.202 20 200 2035 13.6 17564540 146 -279 14,6 2,804 20 854 2037 8,2 1760 4431 146 -20.3 172.2 2.884 20 816 2038 80 1762 666 1762 20.0 216.2 666 20 20.0 2040 76 1764 3409 582 •1i9 118.5 2,658 20 58.7 2048 69 176(1 3379 582 -IU,7 121 4 2,656 20 57,1 2041 12.9 1768 888 1770 LL 5 225,9 742 20 31.7 1570 12.8 1770 544 1770 20.0 2523 644 20 67,0 flow 13 1772 2862 IN72 61 240.3 2,265 20 37.7 1502 4.8 1774 43(0 1872 -222 175.2 2,693 20 701 1309 4.1 1776 1295 1776 200 136.2 1,295 20 MO 1438 15.4 1778 IU97 I 17 20.0 120.9 1,097 20 20.0 p 1348 167 1780 6573 228 -62 235 5 6,117 20 606 1411 7.2 1782 2424 1712 20.0 1713 2,424 20 20,0 1312 27,5 1784 3229 1784 200 109,2 3,229 20 20,0 2181 209 1786 2419 1786 200 106.2 2419 20 2C.0 1315 21.2 1788 784 1790 15.8 126.2 762 20 24,2 1506 19.5 1790 738 1790 20,0 135,8 738 20 20.0 1317 8.4 1794 2577 J306 18.6 103.0 2,557 20 1 21..4 1318 21..5 1796 2763 1306 IRA 103,5 2144 20 21.2 2224 31.2 1799 2567 1798 20.0 773 2,567 20 200 1319 183 I9 4076 1670 %9 238,5 3,411 20 38.2 2110 15.9 I80 6,126 1354 -16.1 194.1 31275 20 669 P499 3,9 1800 7476 228 -6b 7.34.6 4,719 20 685 1587 8.7 1802 4916 228 18.9 293.4 4,780 20 25 3 1361 365 1804 3943 1804 20.0 96.2 3.943 20 200 1321 44.7 1606 5336 228 16,0 3N6fi 4,8311 20 1a1 1487 24.5 1808 4268 2096 15.9 110.2 1 4.17; 20 242 1322 29.5 1810 6110 758 -26.7 138.6 3,870 20 86 0 1324 7 0 1812 2628 1812 211,0 261-8 2628 20 2010 2831 262 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-138 L-141 Ordinance 3230 Exhibit A Page 761 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD Available Flow el Cridrel Node P-- Cd&.1 Nwle c CPl Design Fl" Design Flre Mede rllial pe HYd-1Epm1 Crib-1 N.&H7 (psO Head(R) (91p.) DEABn Beaute(psl) ri_ure Ipsl) Crllieal Pipe MYIti l IR7s1 1814 5545 758 3.0 207.2 4,449 20 59.8 2891 19.8 1816 4926 758 1,4 203.4 3,870 20 61 7 1325 419 [818 2467 1818 200 803 2,467 20 200 1326 28.0 1820 •1018 2924 -123 2577 1,124 20 211 1429 128 1822 1103 1822 20.0 273 8 1.103 20 20.0 1327 12.5 1824 1661 1422 16,5 93,1 1,628 20 23.6 1329 18.5 1826 2213 1826 20,0 121.9 2,213 20 20.0 1331 25,1 1828 6007 758 -29.5 132.1 3,731 20 89,0 1332 6.1 1830 4128 758 16.3 237.7 3,904 20 315 1133 44.3 1832 1399 1832 20.0 144.3 1 1,399 20 20.0 1335 15-9 1834 6173 228 .1.9 245.3 4,139 20 51.5 1372 7.0 1836 4010 1670 13,1 2460 3,588 20 305 2584 232 1838 5489 758 64 215.D 4,570 20 43.7 1337 11-4 184 1 6271 1354 -2.3-2 202.5 3,291 20 64.8 283 9,8 1840 5452 1872 47:9 110.1 3,062 20 9" 2614 7.4 1842 2081 1842 20.0 206.0 _2,081 20 20.0 _ 1339 18.2 1844 3085 1844 20.0 226.2 3,085 20 20.0 1368 17.6 1846 1718 1846 200 186.;2 1.718 20 21111 134019 5 1848 5120 758 10.4 224.2 4,450 20 46.9 2766 15.5 1850 5076 758 i1.0 225,6 4,450 20 1 45.5 2764 28.4 1852 5110 758 10.6 24.5 4,451 20 46.6 2768 14.7 1954 5025 758 117 2271 4,451 20 43.8 2767 2&4 1856 2986 1856 20 0 109.2 2,986 20 20.0 1345 21.0 1858 2130 1858 200 102.2 2.130 20 21111 1343 24.2 186 4688 1354 12 263.4 3.291 20 51.6 2777 13.5 1860 3754 1872 16.9 265.2 3,543 20 296 2912 18.5 1862 3650 146 -0.4 21811 2.815 20 613 1347 21.8 1864 886 1864 200 106.2 886 20 200 1349 22 G 1966 1888 1790 13.0 119.8 1,802 20 27.0 1350 10 1868 1864 1790 12.2 117.8 1,770 20 27,8 1351 30.0 1870 809 1872 5.6 239.2 604 20 34,4 1520 69 1972 510 1872 20.0 272A 510 20 200 1353 5.8 1874 1075 1872 44.9 19118 623 20 568 1355 12.2 1876 1273 2924 11.0 311.5 1.190 20 32.2 1356 13,5 1878 5201 228 16,6 288.0 4,776 20 35A 1436 24,2 188 4378 1354 78 274.0 3,291 20 32.4 287 13.4 1880 7468 228 -65 234,8 1 4,719 20 1 683 1588 84 1882 7892 228 -11 3 223,6 4.741 20 87,1 1365 95 1884 3426 1884 20,0 75.8 3.426 20 20.0 1364 38.9 1886 7903 228 -HA 2213 4,737 20 82,1 1477 75 INRR 31197 1898 2010 216.2 3,097 20 20.0 1369 18.6 1890 3341 1890 20.0 226.2 3.342 20 20.0 1370 24.0 1892 5640 228 3.5 2578 4,070 20 41.7 1371 7,1 1894 5619 228 3.7 ]58,3 4,067 20 414 1825 &5 1896 619 1896 200 74.8 619 20 200 1377 7A 1898 637 1896 17-9 69.9 631 20 22.1 1378 72 190 2045 1354 0.1 2562 1,462 20 39,9 2410 60 1900 1389 1902 5.6 846 1,278 20 34.4 1379 17.4 1902 1069 1902 20.0 117,9 1,069 20 20,0 1380 12.7 1904 1374 2870 9.7 862 1,296 20 303 1382 14,7 1906 7869 1872 -37-1 140.7 4,343 20 876 2638 72 1908 6089 1872 -62 212.0 4,343 20 686 2248 27.7 1910 7689 229 $0 2290 4,748 i 20 9L0 1383 8.4 1912 3305 1912 20.0 216,2 3,305 20 20.0 1554 10.4 1914 3158 1914 20.0 214.6 3,158 20 20,0 1384 11,4 1916 6358 758 -16.3 162.7 4,341 20 906 1386 8,1 1918 6767 758 -29.3 132.6 4,233 20 89.5 1389 8.5 192 1789 1354 5.8 2693 1,382 20 34.5 P371 46 1920 3633 1921) 20.0 115.3 3,633 20 20,0 1393 21,2 1922 3840 1922 20.0 144.1 3,840 20 20.0 1472 14.9 1924 3689 1924 20.0 111.5 3,689 20 20.0 1394 226 1926 4590 759 164 238.0 4,344 20 130.0 1553 21,8 1928 2498 1928 200 1071 2,498 20 200 1395 2&3 1930 1180 1930 20.0 162.1 1,180 20 20.0 2898 21.9 1932 4462 2124 &1 20&6 3,918 20 32,6 2508 6.6 1934 4516 2124 666 2011 3,909 20 34,2 2193 7.9 1936 3103 1936 20.0 2024 3,103 20 20.0 1463 It.6 1939 S953 758 1 -29.5 134.4 3,720 20 87.5 1410 &0 194 1551 1354 117 287.5 1,363 20 26.5 2291 4.1 1940 2462 1940 20.0 1562 2,462 20 20.0 1822 22.6 1942 669 1942 200 MIS2 _ 669 20 20.0 1415 17.1 1944 2138 1944 20.0 151.0 2,138 20 20.0 1417 24.3 1946 3896 1872 14.5 259.8 3,540 20 35.7 1419 24.0 1948 2463 1948 20.0 96.2 2,463 20 20.0 1420 28.0 1950 1506 1950 20.0 176.1 1506 20 20.0 2467 9.6 1954 3298 1954 200 293-9 3,298 20 20.0 2469 17.7 1956 1302 1956 20.0 118.8 1,302 20 210_ 2569 18.9 1958 8321 IB72 -56.4 96,1 4,096 20 1014 2571 &9 1960 3480 1872 -4,2 1_16.6 2,479 2049-0 1423 m 1962 23fi8 1962 20.0 177.9 2,368 20 20 0 1424 26.9 1964 2451 1764 20 0 10111 2,451 20 200 1509 22,0 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-139 L-142 Ordinance 3230 Exhibit A Page 762 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD M1vaileble Flow at Crtgral Node Pressure Cri0ral Node Design Flow Design Fire,Fade Critical Pipe ID Hydrant(Up,) Cdti-I Noda ID (pvl) Head(fl) (gym) Design Pressure(pal) F,_(ml) Crillaal Pipe 3D velarlly IDA) 1966 1237 2924 7.0 3022 1.124 20 33.0 1514 4.6 1968 1253 2924 5.1 2977 1,123 20 349 1515 4.6 1970 1134 2924 131 3162 1,074 20 269 1430 722 1972 4224 758 90 221 D 3,625 20 4B 5 1434 41.1 1974 5940 758 -286 134.3 3,711 20 87.4 2895 5,9 1976 7337 228 -412 2400 4,176 20 83.3 1475 97 1978 4192 146 -233 1654 2,60 20 684 1437 60 198D 5510 228 83 26911 41111 20 527 2884 206 1982 5201 228 115 276.3 4,711 20 464 2252 489 1984 7495 228 -14.6 1162 4,387 20 771 2640 (,2 1986 5591) 228 7,5 267!1 4,115 20 54.3 2253 37.0 1990 3175 758 4,7 189A 2,277 20 1 4&3 1444 B 8 1992 2372 758 91 2211 1,989 20 33.2 1573 130 1994 5302 758 7,5 2175 4,450 20 52.7 2893 &8 1996 5348 758 6,7 2155 4,450 20 54.1 2894 9.1 1998 23511998 20.0 236.2 2,351 20 20.0 1453 13,4 20 3928 1670 125 244.5 3,464 20 347 2111 143 2000 2253 2000 20.0 235.8 2.253 2D 20.0 1454 12.7 2002 1564 2002 20.0 225.5 1,564 20 20.0 1459 12.1 2006 1488 2006 20.0 1969 1,488 20 20,0 1465 9.4 2010 6946 758 -19_9 154.2 4,630 20 73,2 2873 7.1 2012 7215 228 Z6 2438 4,793 20 841 1486 106 2014 6785 228 2.I 2546 4.902 20 771 1481 109 2016 2392 2016 2010 63.6 2,392 20 20.0 1482 27.1 2018 3873 2018 20,0 117.7 3,873 20 20.0 1484 20.7 2020 2914 2020 200 177.8 2,914 20 200 2218 1&6 2022 2950 2022 20.0 17&8 2,950 20 20.0 2220 17,2 2024 3159 2024 200 184.4 3,159 20 20.0 2566 11.I 2026 2954 2026 20.0 17&2 2,953 20 1 20.0 2221 1 L 2028 3528 228 200 163.6 31528 20 20.0 1605 27.5 2030 3367 2070 200 164..0 36367 20 200 1485 253 2032 6346 228 65 264-8 4,801 20 fib 1 1486 38.7 2034 4550 2034 20.0 84.3 4,550 20 20.0 1489 285 2036 2971 25M {9,1 100.3 2,956 20 20,9 1492 15.1 2038 3092 2038 2010 86.2 3,092 20 20.0 1493 194 2D40 3631 1872 19.4 271.0 3,587 20 222 1495 17.9 2042 4377 1872 8.2 2452 1,671 20 507 1498 119 204 3393 2908 184 1305 3,359 20 219 1497 21,2 206 4290 1872 9.7 24&6 3,655 20 45.7 1499 25..7 208 6159 229 6,5 ?64.7 4.1009 20 680 15110 INA 2050 2446 1872 165 164.4 21279 20 25.3 2547 96 2052 3023 1872 2,1 231,2 2,287 20 41 4 1568 5 7 2054 1059 1872 -13A 1454 623 211 64.7 1503 71 2056 ' 1036 1872 •11.2 200A 623 20 68.2 150 7.1 2058 578 2058 20.0 126.2 578 20 20,0 1507 14.8 2060 018 1872 -156 1902 643 20 565 1522 11,6 2064 1181 2064 200 1262 1.181020 200 1512 13.4 2066 2143 2066 200 716 2143200 P325 243 2068 2140 3212 10.3 143.9 1.988Z9.9 1518 18,4 2070 2709 1212 9.2 141.2 2,49831.3 P487 13.7 2072 604 1872 200 '_72.4 60420.0 1521 69 2074 2696 1872 -5.4 2138 1.821S06 2887 I&8 2076 2838 2076 200 2992 2,938200 2470 745 2078 2486 2738 20.0 196.2 2,49620.0 P121 15,5 208 3032 2124 200 2362 3,012 20 20.(1 2335 71.9 2080 1345 2924 1.0 288.4 1,178 20 405 1525 6.9 2084 7156 758 -34.3 121.0 4,343 20 91,9 1528 7A 2086 6933 758 -26.8 138.1 44141 20 87.4 1529 27.7 Z088 4016 1872 16,7 264.8 3,776 20 31.4 1530 30,0 2090 3083 2094 ISO 170.5 2,956 20 212 1531 19,8 2092 5435 758 26 206.2 4,141 20 604 1535 49.3 2094 2826 2094 20.0 181.9 2,826 20 200 P503 10.3 2096 3585 2096 200 119,7 3,585 20 200 1540 27.0 2098 3837 2098 200 1204 3,837 20 200 1542 11.9 210 1803 210 20.0 2762 1,805 1 20 MID P179 HS 2100 2426 2102 200 2862 2,425 20 200 2472 10.0 2102 2355 2102 200 7862 2,355 20 200 2473 15.0 2104 3150 146 7,9 '_369 2,812 20 50.9 1545 19.6 R 3303 146 9.1 2400 2,815 20 486 1546 17.7 1480 2924 -0.6 280.6 1,289 20 40,7 2545 7.7 1436 2924 4.1 2765 1,222 20 446 1-546 100 2324 2114 11.2 841 2,216 2D 288 1549 25.2 1861 2114 20.0 104,4 1,161 20 200 ISM 21,1. 5946 758 -285 134.5 3,717 20 873 2896 6A 4386 758 79 21&5 3,717 20 516 1552 42.2 455 212 200 2714 455 20 20.0 303 11,6 2120 3013 2120 200 2320 3.013 20 20.0 1557 9-7 2122 3010 2126 200 236.2 3,010 20 20.0 1559 11,6 2124 2551 2124200 276_2 2,551 20 200 1560 Ml 2126 2833 2126 200 1 236.2 2,833 20 200 1561 1&1 2128 2691 2128 200 1 224.1 2,691 20 200 1562 13.9 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-140 L-143 Ordinance 3230 Exhibit A Page 763 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD Available Flow et CH&A Nock Pressor. Crilk.l N.& De®Ro Flow Design Flee Node Critical Pipe 16 Hydrant(gpop CTIIJ el Node W W) Head(0) (w.) Design Pressure(psi) P,-..(ps1) Critical Pipe 1D Velocity(11/s) 2130 3025 1872 21 231.2 2288 20 414 1569 5.4 2132 1941 758 1.1 202.6 1.478 20 39.2 1573 21.3 2134 1428 758 182 242.2 1.3X2 20 21.9 1574 69 2136 6174 228 8.0 268.2 4,794 20 61.0 1577 12.6 2138 6555 758 -22.5 148,3 4,285 20 85.2 1580 33.2 214 2011 214 20.0 2530 2,011 20 200 307 10.5 2140 5574 758 .1.5 1967 4.285 20 656 1582 48.6 2142 2965 2142 200 562 2,965 20 200 1583 33,6 2144 6283 758 8.5 180.5 4.564 20 62.6 1586 10.5 2146 6056 228 0.0 249.7 4,107 20 51.2 1593 9.0 2148 5807 228 2.8 256.3 4,106 20 44.8 1829 M 2150 4701 2150 200 163.0 4.701 20 200 1596 25.0 2152 4686 2152 20.0 1636 4,686 1 20 20.0 1596 28.0 2154 5178 228 IN-6 2927 4,994 20 26.1 1599 19.2 2156 3998 2156 20.0 86.2 3,998 20 20.0 16181 27.7 2158 5863 751 0.0 200,2 4573 20 64.0 1601 16.3 216 2781 210 _ 12.8 259.4 7eskt 20 28.2 2421 10,4 2160 6014 758 -5.3 188.0 4.476 20 70.3 1598 13.3 2162 2907 146 17.7 260.0 2,799 20 27.3 1615 31.8 2164 1421 228 1 19.9 295.6 1,411 20 20.1 1617 11.2 2166 1388 228 19.7 295.2 1,379 20 20.4 1 1616 10.5 2168 1291 228 17-3 289,2 1,220 20 210 1618 7.9 2170 1111 228 160 28K2 1,%2 20 23,4 1619 67 2172 1169 228 17.7 290.6 1017 20 22.5 1713 8.5 2174 1304 2174 20.0 2762 1,304 20 20,0 1621 8.9 2176 1239 2176 20.0 278.7 1,239 20 20.0 1620 73 2178 2231 228 L15 2762 1,899 20 286 2781 64 218 2147 2840 200 256.2 2,147 20 20,0 2422 9.5 21811 2171 229 11.3 275,7 I,Bd7 20 28.9 P519 2,7 2182 2409 228 4.6 260.3 1,845 20 36.1 1624 2.7 2184 309 2184 200 296.2 309 20 20,0 1627 7,9 2186 1365 2196 200 266,3 1,365 20 200 1752 71,8 2188 2318 2188 200 276,2 2,318 20 20.0 1751 15.7 2190 1420 2190 200 298,6 7,420 20 791.0 1630 8,2 2192 1286 228 16.7 2N8,2 1,201 20 23,5 1631 7.7 2194 1724 2194 20.0 '_81.9 1,724 20 200 1632 8,7 2196 1737 2196 20.0 2861 1,737 20 200 1731 102 2198 995 2198 2(I.(I 302,8 995 20 m0 1633 1R3 22 3895 1670 110 245.8 3,462 20 33,72112 14.6 2200 7040 228 4,9 261,0 5,154 20 393 1635 5,7 2202 2577 2202 200 2622 2,577 20 200 3024 10,7 22N 2607 2204 200 262.4 2,607 20 20.0 2409 10.8 2206 7083 228 4,1 259.2 5,123 20 40.3 1698 5.6 2208 2625 2208 200 '_61.9 2.625 20 2f40 2902 14.5 2210 3884 2210 200 56.2 3,684 20 20.0 2717 20.0 2212 5256 758 8.3 219.4 4,450 20 51.2 2719 85 2214 502 2214 20.0 294.7 if12 20 200 17105 129 2216 1917 2760 19.8 297.9 1,809 20 203 2779 9.0 2218 1781 2760 17.3 292,2 1,688 20 22.9 2261 7.7 222 2493 1354 -0.4 255,2 1367 20 46.1 2399 7.2 2222 984 2224 200 276.2 984 20 20.0 1733 112 2224 906 246 -105324KI290 -2430759424-0 894 20 200 1711 10.1 2226 1325 2226 200 264A 1,325 20 200 0711 82 2228 2063 2228 20.0 196.2 2,063 20 20.0 1718 23.4 2230 3930 2230 200 226.2 3,930 20 20.0 1721 18.9 2232 3404 2232 200 224.11 3,404 20 20.0 1769 20.7 2234 7127 228 35 257.8 5.1M 20 41.1 1722 54 2216 1859 2236 200 1862 1,859 20 20.0 1725 21..1 2238 5076 J214 15.1 217.8 4,915 20 25.2 1729 25 1 224 703 224 20.0 236.1 703 20 20.0 312 18.0 2240 1584 2240 200 2762 1,584 20 200 1730 9.9 2244 1251 2224 182 2719 1.717 20 21.8 1734 139 2246 3741 2246 20.0 296..2 3,741 20 20.0 1735 14.5 2248 4792 1162 18.1 291.8 4,589 20 221 2676 10.9 2250 4610 758 17,7 241,11 4,450 70 27.5 2722 505 2252 3730 1214 157 21911 3,559 20 245 1748 19.2 2254 3509 2254 200 2222 3,509 20 20.0 1746 123 2256 3564 2256 201) 2175 3,564 20 2091 1749 K9' 2258 3202 2258 200 1862 3,202 20 20.0 P153 2h5 226 1032 228 15.8 286.2 953 20 24_2 1763 6.1 2260 )5uo 2260 20.0 28114 I5f10 20 200 2974 14.0 2262 3297 2262 200 2918 3,297 1 20 200 2469 1 19.1 2264 1075 2264 20.0 57.9 1,075 20 20.0 1755 122 2266 946 2266 20.0 916,2 946 20 200 1756 107 2266 1333 2274 17.4 276,8 1,279 20 1 22,8 P549 5.4 2270 1213 2270 200 266.2 I.I11 20 200 1757 13.8 2272 1139 2272 20.0 264A 1.139 20 20.0 1758 12.9 2274 1183 2274 20.0 2827 1.183 20 20.0 1760 7.2 2276 1181 228 18.2 3917 1,139 20 220 1761 8.9 2278 770 2279 20.0 1864 770 20 200 2541 19_-7 _ 229 910 228 20.0 2959 910 20 200 794 5,8 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-141 L-144 Ordinance 3230 Exhibit A Page 764 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD Available Flow.1 Critical Nude 1'reuure Critical Node Design Flow D.lgn Flr.\'ode Crifi"l Pipe ID H dren( Cr{rkd Nade Heed ft Design Pressure(psi) Pressure f Crllieel PIP.ID Vel.eil(ftl. Y (8P^0 IWi) () (gPsu1 Psi) Y ) 2280 2043 2280 20,0 315.0 2,043 20 20.0 1765 162 2282 1938 2282 200 2862 1,939 20 200 1768 12.1 2284 4234 2284 200 221.5 4.234 20 20.0 1771 345 2286 4942 2286 200 219.7 4,942 20 200 1770 24 9 2288 1302 1448 1.9 201.2 11029 20 38.1 1772 11.7 2290 967 1448 10.6 '_21.3 845 20 29.7 17]4 9.6 2292 6490 228 12 252.6 4,473 20 44.5 1779 74 2294 858 246 -1053168640.0 -2430575872.0 849 20 200 1780 96 2296 1991 2296 20.0 254.8 2,018 20 20..0 1812 146 2298 1971 2314 14.7 246.5 IBS$ 20 25.3 1784 11,8 230 1354 290N -09 Nh 2 2,970 20 40.8 2642 17.7 2300 2755 2300 200 241,1 1755 20 200 1785 23.3 2302 590H 228 41 259.1 4,247 20 406 1794 72 2104 6128 228 3,6 258.1 4,375 20 41.6 1787 7.1 2306 2097 2306 20.0 '_51.6 2,097 20 20.0 1791 13.6 2308 2149 2310 15.7 256.2 1,961 20 24.3 1790 14.0 2310 1m) 23111 21L11 266.2 1.050 20 20.0 17H9 12.0 2312 2589 2710 19.6 265.3 1569 20 204 P187 13.9 2314 1167 2314 20.0 158.7 1.167 20 200 1793 17,2 2316 5961 228 3.9 258.7 4,271 20 409 1796 6.8 2318 3146 2318 20.0 0211,1 04 3,146 20 200 1795 23.6 232 2799 2908 12-3 6.4 2,657 20 271 796 11.0 2320 4265 2320 20-0 7.4 4,265 20 200 1797 17,8 2322 4846 228 177 06 4,563 20 25.9 1221 21.0 2324 1825 2324 20.0 1,925 20 200 1799 209 2326 3079 2326 20.0 0.2 3,079 20 200 1800 35,0 2328 5641 228 50 1.2 4,119 20 382 1805 68 2330 1757 2330 2C0 226.8 1,757 1 20 200 1907 1 19.9 2314 1-1. 2314 20.0 241.8 1,305 1 20 20.0 1808 14,9 2336 3170 2342 18,7 2503 3,102 20 21A 1809 2B.2 2338 5095 228 10.9 274.8 4,120 20 33.2 P539 248 234 2769 1212 16-6 158.1 2.696 20 236 1363 26,6 2.340 2545 2342 17.8 24&3 2,454 20 222 1811 20.4 2742 589 2342 2010 15118 589 20 200 1810 I5,0 2344 2977 2344 20.0 282.0 25977 20 20.0 1814 12.2 2346 2837 2346 200 263.8 25837 20 200 2442 12.9 2W9 2810 2349 200 283,2 2,910 20 20.0 P139 115 2350 584 3322 176 191.6 570 20 224 1824 14,6 2352 1193 1448 9.5 218,8 1,029 20 35.2 1828 11,7 2354 1195 92 19,9 103.1 1,.194 20 2(11 1830 116 2356 2705 2356 200 120.1 2,705 20 200 2906 271 2358 1966 2360 20.0 562 1.966 20 200 1836 22.3 236 2457 236 2010 156,2 2457 20 20.0 801 15,7 2360 1314 2360 20,0 562 1.1311 20 20.0 1833 14.9 2362 1212 2362 200 640 I.L}i_ 20 20,0 1834 13.9 2364 1174 2366 17.2 562 1,158 20 22 8 1842 11.2 2366 1002 2366 200 627 1,002 20 2040 1835 1,1.4 2368 2264 2260 20 0 562 2.261 20 20.0 1848 25.7 23711 3422 2372 20.0 56.1 3.422 20 20,0 1846 3&9 2372 2778 2372 20.0 56.2 2,778 20 20.0 1837 318 2374 3111 2374 20.0 562 3.111 20 m 20.0 1838 353 2,316 5750 758 -37.7 11:1.3 1.349 20 93.7 1840 55 2378 5794 758 -37,5 113.6 3,383 20 93 7 P289 5.9 238 3091 238 20-0 122,1 3,091 20 20:0 802 17.2 23HO 3662 758 15.4 235.7 3.383 20 35.3 1B41 3&4 2382 4997 1" 15.6 164.1 3,347 20 79.6 1844 38.0 2384 6000 758 -38.6 9132 3503 20 94,2 1845 4,9 2,386 1501 23H6 20.0 561 1593 20 200 1847 18.5 2388 3083 2388 20.0 59.2 2,083 20 20.0 1850 27.7 2390 4175 758 4-0 '_09,3 3,339 20 21 2275 18.7 2392 5567 75H -34.7 120.0 3,289 20 99 6 1857 5.4 2394 4956 758 49.1 156..1 3.225 20 69 7 2849 5.3 2396 5559 758 -286 134,2 3,432 20 871 1855 9.3 2399 4737 75H -6,9 184,2 3,410 20 63 7 1854 12.0 24 3342 406 15.8 191.3 7;711 20 24.2 2588 16.7 240 3485 758 162 237,S 3261 20 295 2R49 227 2400 5942 75H -39 6 771.1 3 462 21 93 4 1860 5 2 2402 5673 758 -36.7 115,6 3,319 20 921 1858 4.9 2404 5715 758 -366 115,6 3,348 20 92,4 2053 5.4 2406 4470 158 21 205,0 3,517 20 60,0 1966 1'113 2408 1649 2408 2010 927 1,649 20 20.0 1870 13.0 2410 1610 2410 20.0 91,0 IBI) 20 200 1870 275 2412 1627 2412 2040 96„1 1,627 20 200 1971 110 2414 1526 2414 20.0 962 1.525 20 20.0 1812 21.6 2416 2014 2416 20.0 847 21014 20 20.0 1872 14.1 2419 1589 2420 105 90.1 1507 20 29.5 1999 27.9 242 4314 75H 19 204.6 3.374 20 470 115fi 132 2420 1285 2420 200 101.9 1,285 20 20,0 1874 14.6 2422 r 2383 2592 19.3 745 2,374 20 20.7 1875 &2 2424 JI@ SH29.9 123.1 2,449 20 522 1 2623 7.2 2426 1533 3220 11.2 110.4 1.467 20 27 6 19]8 17 S CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-142 L-145 Ordinance 3230 Exhibit A Page 765 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD ID A,WI.blo Fl...( Critical Node pressure Cid,.[N.& Drslgn Flow Design Fre Node Crlllen]pipe Ryd-1,(gpm) C,Id-1 Node iD (psi) head(R) 1gp�o) Drsip Pressure(psi) pressure Ipri) Critical Ape 1D h(M)Velo 2428 1415 2428 200 762 1,41;1 20 200 1877_2 229 2430 1531 1220 12 9 1099 1,463 20 279 1876 19.3 2432 1109 1220 11.1 1057 1.048 20 290 1879 16.2 2434 1398 2434 200 80,7 1,798 20 200 1880 13,3 2436 1108 1220 9,7 102.4 1,038 20 30.3 1988 10,9 2438 1015 7220 34.1 112.5 977 20 219 1882 11.2 244 519 246 113 265.1 481 20 287 2355 12.3 2440 697 2440 20.0 1162 697 20 200 1883 17.8 2442 626 2442 20..0 642 626 20 200 P463 16.0 2444 1380 2446 19,0 100.6 1,372 20 21.0 1887 10.9 2446 1366 2446 20.0 1010 1,366 20 200 1886 7.8 2448 1404 2448 200 108,7 1,404 20 200 1893 74 2450 947 1220 14.1 112.6 912 20 25.9 2617 10.4 2452 650 1220 165 118,0 831 20 23,5 1886 45 2454 949 1220 14.4 113.1 915 20 25.7 1889 10.5 2456 1795 1312 11.7 1283 1,374 20 52.9 1930 13.6 2458 1.509 1312 106 1748 1.374 20 33.1 1894 15.6 246 411 246 20.0 285..2 411 20 20.0 810 los 2460 3370 1312 .5.1 1415 2,704 20 49,7 1895 11.8 2462 3208 1312 04 156.1 1 2681 20 F 40.9 1918 16 2464 920 2464 20.0 143.3 920 20 20.0 1897 23.5 2466 316t 1312 -4,2 145.5 2,551 20 4414 1898 18 2468 3196 1312 1..8 159 ti 2,702 20 44.3 1901 13.1 2470 3557 582 -11.3 119.8 21785 20 56,5 1903 133 2472 3524 582 .9.9 123.2 2,785 20 55,3 1902 17.8 2474 3745 582 -15 3 110.6 2,862 20 59.5 1424 5.2 2476 2231 2476 20,0 105.7 2,231 20 20X 2680 14 2 2478 3694 582 -12 B 116.6. 2,860 20 M20.0 1906 6.3 248 1172 314 200 306.2. 4,122 20 1820 7.3 2480 1189 2480 20.0 127.0 1,189 20 1912 8.5 2484 1235 2480 16,6 619.1 1,207 20 1909 52 2486 1237 164 144 893 1.198 20 P415 7,6 2488 1128 2488 200 115.5 1.128 20 1910 128 2490 3009 1312 15,0 189,9 2,857 20 1028 306 2492 1217 2492 200 862 1,717 20 2776 10.1 2494 3224 1312 -0.9 153.2 2,668 20 420 1918 53 2496 1219 2496 200 862 1 1.219 20 200 1920 7,4 2498 3190 1312 B4 1744 1 2.849 20 34.0 1923 5.8 250 1194 1688 1&6 307.0 1,151 20 21 4 1654 8.0 2500 2260 2500 20.0 106,3 2,260 20 200 2681 14.4 2502 2266 2502 20.0 105,1 2,266 20 200 2682 14.5 2504 2270 2504 20.0 242.5 2,270 20 200 2771 63 2506 1409 2924 -153 2507 1..123 20 56.2 2773 4,6 2508 2324 1872 19,2 2706 2.285 20 21,4 2531 100 2510 1189 2510 20,0 86.3 1.189 20 20.0 2707 24.0 2512 1167 2512 20.0 86.2 1..167 20 20.0 1927 23.4 2514 1996 2514 2010 86.2 1.996 20 20.0 1929 22.7 2516 3160 1312 -4-2 145.6 1 2,551 20 1 44.4 2916 4.4 2S2 1502. 2198 193 301,2 1 1,479 20 2117 1707 9.4 2520 2761 2520 20.0 76.2 2,761 20 200 1932 31.3 2522 3754 582 -16.2 108.5 2,857 20 61,8 2647 63 2524 1051 2524 200 76.2 1,051 20 200 1936 11-9 2526 1098 2526 1 20.0 78..7 1,098 20 20.0 1969 125 2528 4148 582 -18.5 107.3 3,136 20 65.4 1974 8.4 2530 1416 2530 20-0 86.3 1.416 20 20.0 1962 14,8 2532 1459 2532 200 785 1,459 20 2110 1940 138 2534 1512 2534 200 856 1,572 20 200 1978 14.0 2536 1589 2536 200 122.2 1,869 20 200 1942 213 2538 4238 146 -7.4 30199 3.054 20 71.1 1985 7.8 254 1476 254 200 3062 1,476 20 200 1653 62 2540 4153 582 -187 102,8 3,138 20 65,6 1943 73 2542 3675 582 .17.3 106.0 2.747 20 63.0 1945 6.2 2544 6083 1354 .2.1' 251,3 4,106 20 425 2436 5.4 2546 3094 146 15.9 755.7 2,9114 20 32,7 1948 18,4 2548 1608 2548 210 81.6 1.608 20 20M P251 11.2 2550 1323 2550 20.0 94 9 1,323 20 20.0 1949 171 2552 1484 2552 200 91.6 1,484 20 200 1951 16.8 2554 1586 2554 20.0 862 1,586 20 200 1957 9.0 2556 3482 146 24 224-6 2,736 20 57.6 1959 17.2 2558 1610 2558 200 86.2 1.610 20 200 1961 105 256 1562 256 200 297,8 1.562 20 200 1639 62 2560 1682 1220 15.2 115.2 1,630 20 255 2003 14,0 2562 1650 2580 19.8 94,0 111,649 20 20.2 1964 9.8 2564 2742 2564 20.0 235-0 2,742 20 20.0 2803 17.5 2566 2830 2626 1919 237.2 2,826 20 20 1 2804 18.1 2.569 2529 2568 200 962 2,529 20 20.0 1965 297 2570 2165 2510 20.0 126.2 2165 20 210 196fi 118 2574 1265 2574 20.0 75.3 1,265 20 260 196B 14,4 2576 1264 2526 17.5 72.9 1,248 20 225 1970 17.7 2578 1455 2578 20.0 76'_ 1,455 20 20(I 1971 II-A 258 2145 2184 17.7 290.8 2.048 20 224 1IG82 e,G CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-143 L-146 Ordinance 3230 Exhibit A Page 766 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD BID Ave0able Flow el CHIM Node Presswe CHUM NDesi ode gn Flaw ")"i".Fire\ade C,O[k I Pipe Hydrant(gpra) Cri0ael Nade 7D 'p i) Heed(D) (a.) Design Pressure(Pei) Pressure fPsD Tical Pipe 1D vdml y(IVs) 2580 1632 2580 20.0 94 4 1,632 20 20.0 P247 9.5 2562 1077_ 2562 200 184.6 1,077 20 200 1976 371 2584 2175 146 129 2487 1,910 20 33.1 2790 35.8 2586 4050 582 -29.9 77 0 2,966 20 72.7 2645 5.9 2588 1217 2588 240 70.3 1,317 20 1 20.0 1979 13.8 2,590 1146 HIS 20.0 83.0 1,146 20 20.1 1981 17.3 2592 2061 2592 200 76.2 2,061 20 20.0 1982 2i.4 2594 2250 2594 200 _ 934 2.250 20 20.0 2654 15.1 2596 1361 2596 2D 0 90 9 1.361 20 200 1983 15,4 26 1972 34 17,1 149,5 1,929 20 22 9 47 21.9 260 2288 2194 1]4 290.2 2.175 20 227 1641 9.9 2602 4037 592 -292 78.6 2,866 20 721 2646 82 2604 1476 2574 17 8 70 2 1,459 20 222 1 1989 25 3 2606 4080 582 -221 95.0 1017 20 67.7 1992 71 2610 1613 2420 11.4 821 1,536 20 28.7 1999 106 2612 B79 2612 20.0 66.2 879 20 20.0 2000 IS-1 2614 1664 3220 L60 1169 1,620 20 24.7 2003 26.5 2618 5632 1872 -5.3 214.0 3,950 20 589 2384 75 262 23BI 262 200 286.2 2,387 20 200 1641 10.0 2620 6120 1872 -14.5 192.9 3,932 20 70.8 P337 6.9 2622 6037 1872 -13.5 195,1 1928 20 74.0 2171 23,2 2624 5657 228 4.6 2603 4,109 20 41.1 V211 7.8 2626 2919 2626 200 237.5 2,819 20 200 2805 18.0 2628 3351 582 -9.6 123,8 21652 20 55.2 2910 6.5 2630 3317 592 -8.4 126.7 2.646 20 54.0 2049 9.8 2632 4046 582 _-240 90 5 2,958 20 69.9 1991 6.7 2634 815 2634 240 116.2 815 2D 200 P233 9.3 264 3341 264 20.0 306.2 3,341 20 20.0 1642 15.3 2640 2019 1296 19.2 324.2 1,961 20 224 2059 86 2642 6995 228 -2.8 243.2 4,581 20 483 2061 7.9 2644 2002 2644 200 562 2,002 20 200 21764 2 2.7 2646 3381 2646 200 562. 3,881 20 200 2065 24,8 2648 4739 758 15.8 236,7 49450 2o 33 1 2069 50.5 2650 5872 758 -381 1112 3.423 20 94.0 M71 65 2652 4333 759 16 1_063 3,423 20 60.7 2070 39.0 2654 3674 758 15.9 237.0 3,423 20 33 8 2071 87.4 2656 3862 759 122 228.5 3.423 20 428 2072 874 2658 2230 2662 200 562 2,230 20 20.0 2977 23-1 266 5713 2280 17.2 308.5 5,153 20 210 1767 63 2660 2210 2660 2010 562 2,210 20 200 2074 25.1 2662 2123 2662 200 562 2,123 20 200 2075 54.2 2664 2D21 2664 20 0 56 2 2,021 20 210 2076 51.1 2666 2026 2669 200 562 2.026 20 26.0 2875 52.7 2668 1191 2668 20.0 562 1.190 20 200 2079 54,0 2670 4927 1872 6.2 240.5 3,955 20 46.6 2180 24,4 2672 1191 2672 200 161.9 1,191 20 20.0 2897 22.3 2674 2180 2690 176 1562 7.1®{ 20 224 2492 24.3 2678 2102 2680 18.9 159.0 2,084 20 2111 2081 13,7 268 2343 268 20.0 256.8 2,343 20 20.0 1693 68 7680 2035 2680 200 161.6 2,035 20 240 2032 13.0 2682 1314 1312 8 6 175.0 1.175 20 36.2 2092 7.5 2684 706 2684 20.0 114,6 706 20 20.0 2093 ISO 2636 1265 1312 127 184.5 19.75 20 30..7 2094 75 2688 1254 1312 116 1967. 1,775 20 29.4 2095 75 2690 4938 2690 20.0 186.9 4,936 20 20.0 2097 114 2692 1796 2692 200 146.2 1,796 20 200 2149 11.2 2694 1856 2694 20,0 142,8 1,856 20 200 2153 12.2 2696 1049 2696 20,0 325.1 1.049 20 200 2154 67 2698 2777 2908 12.8 117.6 2,654 20 1 27.2 2892 7.5 2700 2538 2700 20.0 121.2 2,538 20 20,0 2169 28.8 2702 5642 1872 -5-5 213-6 3,949 20 59.2 2387 7.11 21D4 2658 2704 200 124.1 2,658 20 200 2185 45.9 2706 4633 1872 11.1 251.9 3,985 20 37,5 2186 25.4 2708 4670 1972 7.H 244.3 3.997 20 41.5 2190 22.0 2710 6684 1872 -25.5 167.5 3,940 20 817 2506 8-0 2712 6140 1872 -15,2 191.2 3,940 20 75.1 2192 25.2 2714 49.4.1 1872 5.8 239.6 3.894 20 515 2225 32.6 2716 6103 1872 •13.8 194.4 3.992 20 81.0 2221 453 27I8 7273 1872 -35.9 143.4 dDll ZO 1 97.3 2232 25,6 212 903 2/2 20.0 2952 903 20 211.0 1644 10.3 2]20 9134 1872 -53=2 103E 4,055 20 106.3 2891 9.3 2722 7649 1872 -02 8 127 5 41055 20 102 1 2233 J4,7 2724 7776 1872 -0 3 1232 4.(W6 70 101,0 2215 2726 8476 1872 -58,6 91 2 4,133 20 105.0 2575 2728 7378 228 -13.5 '_18.5 4,359 20 753 2240 2730 7126 228 -13.7 2010 4.314 20 74.6 1375 2732 1810 2760 16.2 289.6 1,679 20 24.0 25972734 1860 2]60 169 '91.3 1,7490215 22722233 2738 2(40 29fi.7. 2,277 2U 20.0 2274274 939 1872 -28 '_19 9 623 20 5452740 1810 2924 -21.6 2361 1.356 20 616 2699 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-144 L-147 Ordinance 3230 Exhibit A Page 767 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD AraileWe Flow el Cid-I Nod,Pr,aanre Critical Node Design Flow Design Fire Nade Crllicxl Pipe Hydrant IRPmI Critical Node 1D (pal) Head fD) fgpm) Design Pressure(ps0 Pressure Ipel) Cr10,a1 Pipe fD Velrcity IMA) 2744 1489 2924 -Q8 384.1 1.295 20 40.8 2544 8.5 2746 2441 1872 168 265.0 2,285 20 253 2547 16.0 2748 1328 2924 0.1 286.3 1.155 20 410 2556 7 2 2750 1318 2924 2.9 2927 1,166 20 37.1 2557 10.5 2752 1319 2924 2.9 292.7 1,167 20 37.6 2555 5,9 2754 3246 2754 200 187.0 3,246 20 20L0 2563 12.3 2756 2132 1458 150 284.6 1,936 20 216 2823 1.6.1 2758 2228 1458 11.8 277.3 1,909 20 28.3 2823 5.5 276 916 1972 -0.9 324,3 623 20 55.9 2787 7.1 2760 1517 2760 20.0 298.4 1417. 20 200 2596 9.7 2762 1967 2760 13.7 283.8 1,745 20 27.0 2914 8.5 2764 1725 2764 200 286.2 1,725 20 200 2600 10.5 2766 3649 2766 20.0 297.2 3,712 20 200 2601 5.4 2768 3455 2768 20.0 2918 3,455 20 20-0 2603 14.6 2770 3891 1296 -7.3 263.2 2.228 20 57,0 2616 4,5 2712 2103 1300 t57 2862 1,946 20 24.3 P439 5.5 2714 3155 1296 6.4 294,7 2,229 20 M.3 2613 254 2776 4963 1872 -27.1 163.8 3.030 20 89 6 2900 159 2776 871 2778 20.0 105.7 871 20 :2' 2618 9.9 278 2367 278 20.0 296.2 2,362 20 20.0 1775 269 2780 2267 582 1&5 188.6 2.233 20 216 2619 9.2 2782 2294 582 17,9 187.1 1 2,247 20 222 P43 6.4 2784 2275 582 18.1 197.7 2,233 20 22.3 2621 14.3 2786 2967 582 13 153.7 2.569 20 19.4 2626 9.3 2788 3246 582 6,3 131,4 2,624 20 53.1 2624 7.1 2790 2582 622 169 1390 2,525 20 23.4 2628 16,j 2794 899 2794 20 D 19919 899W20200,0 2636 210 2796 8458 1872 -57.4 93,8 4,1485 2637 6.2 2128 76311 1872 -305 155,9 4,407 2639 7.3 28 2230 34 16.2 147.4 2,166 66 164 280 1659 280 20 0 270.1 1,659 1665 188 2800 4021 582 -28,4 804 2,866 2648 8,5 2802 1344 2802 20.0 83 2 1.144 2650 11.1 2804 732 2804 2060 75,3 732 2652 19.7 AM 1208 2924 143 3189 1.155 20 28.0 2774 17.1 2816 4461 1354 66 2712 3,291 20 48.9 2398 13.4 2818 2580 1354 -3.2 248.7 1,767 20 43 2 282 7 4 282 S216 614 161 297,6 4,712 20 23 9 1666 24.8 2820 2772 1354 -9„6 233.8 1,767 20 78.8 2400 7.2 2826 2716 2826 20.0 162 2 2,716 20 200P421 15.5 2828 2271 1354 3.4 148,2 1,556 20 43.,4 2338 64 2830 3511 1338 3,0 235,9 2,813 20 37.0 2411 IL6 2932 2925 1338 5.5 241.7 2,416 20 1 35.3 M12 129 2834 2548 488 10.8 345.9 2258 20 29.5 2414 14.5 2836 3319 J33B 6.7 244.5 2,77620 34.4 2415 144 2838 1721 2838 20.0 266 2 1721 20 20.0 2419 195 2840 1720 2940 200 2562 1,720 20 200 2424 II'D M42 2021 2844 20.0 254.7 21020 20 2010 309 13.4 2844 2016 2944 200 254.9 2,016 20 204 2425 II.I 2846 1637 2846 20.0 259.7 1,637 20 20.0 2430 IOS 2846 2345 488 151 2562 2,194 20 250 2431 62 2852 5786 1354 5.4 268,4 4,335 20 350 7435 58 2854 1218 2954 2110 1(11.2 1,219 20 200 2440 13.8 2858 2172 228 14.3 282.8 1.935 20 262 2782 15.1 296 1569 2174 19.5 275.1 1,558 20 20.5 1717 12.7 2860 2199 228 110 279.7 1.914 20 27,3 2781 15.1- 2862 2437 146 11 4 245.3 2,017 20 35 3 2783 1 162 2964 2268 146 125 247.9 1,982 20 335 2789 14.4 2866 1368 2870 IO,I 97.0 1.293 20 249 291 1 8.3 2866 1357 2870 11A 904 1.293 20 2&5 2904 14.7 2870 1261 2870 200 109 9 7.261 20 20.0 2812 8.1 2872 1672 2872 213(1 1996 1.672 20 200 998 226 2874 1691 2872 19.5 198.6 1,683 20 20-5 2821 205 2876 5718 J354 9.5 278.0 4,568 20 30-8 2861 60 2378 "199, 176 280.5 4,(117 20 226 2840 10.3 288 1260 288 200 266..2 1260 20 20 0 1669 14,3 2880 4126 992 19.4 284.7 4,077 20 20-6 2843 IL6 2884 1224 2884 200) 2562 1.224 20 20,0 2947 13,9 2886 3936 992 17.7 280.6 3,708 20 22.6 2863 9.2 2890 3503 1358 3.3 181 2 2,916 20 43 3 2888 24.0 2892 527U 1296 8.8 3002 3,914 1 20 321 2859 95 2894 2442 2894 20.0 294.9 2,442 2020.0 2907 62.4 2896 2690 2896 200 311.8 2,690 20 20.0 28fi9 172 2898 2252 2898 20.0 562 2,252 20 20,0 2874 6.4 290 3840 290 200 213.6 3,840 20 20.0 3016 21.8 2902 2253 2669 200 562 2,253 20 20.0 2876 1026 29(14 3215 2919 200 166.4 3,275 20 2Q0 1472 16.2 2906 2904 2906 E2172.9 2,9D4 20 20.0 2878 17,3 2908 2476 29M M. 134.1 2,476 20 20.0 2883 15.9 2910 98U2910 20 f1 32fi.2 9%9 20 200 2909 11.1 2212 7391 582 -98 123.,3 2,fi80 20 554 2076 88 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-145 L-148 Ordinance 3230 Exhibit A Page 768 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD ArnR.W Flow el Crldeel N Pr-. Cri4cn1 Node Design Flow Design Fire Node C'Rkw Plpe ID H drvnt Cr16-1 Node ID Ilnd R Design ft.--(psi) 14effiure 1 CHUM Pipe ID Yelm, IR7s Y (gPml (psi) () (gP�n) Ps1) �ty 1 2914 1711 2914 20,0 280.5 1,711 20 20,0 p119 &2 2916 1700 2916 20.0 2800 1,700 20 20,0 2915 109 2918 4818 1288 188 289.3 4.693 20 21,3 IS 8.8 292 8050 228 -9.3 228,2 4,870 20 57.1 1736 50 2924 998 2924 20,0 332,2 998 20 21111 29(180 18,4 2926 4600 1148 18.8 1_83.5 4.497 20 2112 1016H 9.4 2928 1069 2924 165 324.2 1,040 20 23.5 2908 It'll 2932 2576 1296 144 313.2 2173 20 29.9 P445 51 2934 1841 1094 16..4 227.9 1,754 20 23.7 459 159 2936 6362936 200 75.2 636 20 20.0 1229 7,3 2938 1817 1296 10.5 304,2 1,398 20 29.5 JU16 4.0 294 3001 1 1214 14.4 216.1 2,806 20 25 6 1745 25.5 2940 947 1312 0A 156,2 793 20 39 6 1139 9.0 2948 4800 1214 14.8 217.2 4,543 20 25 1 P477 210 2950 2186 1298 183 278,2 21124 20 21.7 P319 13.1 2952 965 2952 20.0 187.2 965 20 200 1251 14.4 2958 2241 1458 114 276-3 1,9115 20 11 3072 21 296 7643 228 -6.] 234-4 4,772 20 53.0 1674 4 5 2960 2227 228 11-6 276.4 11899 20 28,5 P517 5.0 2962 1 2076 228 13 8 281.5 1,847 20 26.8 3144 21.1 298 7873 228 -8.2 230-8 1 4,825 20 55,4 1613 4.8 30 1761 34 200 1562 1.761 20 20.0 67 11.3 300 7861 228 -9.2 230-9 4.821 20 55.3 1719 4,9 302 2056 302 200 240.5 2,056 20 20.0 1676 23,3 304 7257 228 1.5 253,2 51042 20 43,6 1171 5,4 906 2766 306 2011 2929 2,766 20 20.0 1677 130 308 779 310 17.7 2703 753 20 22 3 1710 8 6 310 705 310 200 275.6 705 20 20.0 1681 8.0 312 1817 2184 17.3 2990 1.725 20 22.7 1683 14.3 314 1053 314 200 3062 1,053 20 20,0 1684 12.0 316 796 316 200 2147 796 20 200 1145 11.5 318 4541 146 -2&1 1543 2.802 20 85 4 2536 Y 2 32 1755 32 20.0 1562 1,755 20 200 48 11.2 320 4362 146 -227 166.7 2,78S 20 82.1 2516 20.1 322 7X29 146 -6.5 204,1 2,766 20 68.6 1 2537 16.0 324 4135 146 -21.6 169,1 2,645 20 69.1 1148 56 326 4339 746 -249 161.6 2,725 20 79-0 1539 69 330 1648 330 20.0 285.4 1,648 20 200 2674 421 332 2233 1458 1.1.7 276,9 1,907 20 28,4 3076 24 334 2246 1458 11.4 276.2 1,908 20 28.7 1696 105 336 1446 336 20.0 1_86.2 1,446 20 200 P113 164 51H 1205 340 19.6 276.2 1.199 20 204 1704 136 34 1751 34 200 1562 1,751 211 20.0 49 41-2 340 875 340 20-0 377.0 875 20 200 1689 9.9 342 1781 342 20.0 260.7 1.781 20 20.0 1690 11.4 344 1 1909 340 19.6 2762 1,894 20 20.4 2667 12.2 346 1422 346 20-0 257.8 1,422 20 200 1691 16-1 348 1149 1 228 1110 291.3 1.105 20 22.1 1762 77 350 970 1 6 9 19.9 2&Lg 969 20 201 1692 11.0 352 1162 1 228 NJ 2822 1,042 20 260 1693 5.7 354 1227 356 01 284.2 1,209 20 209 1695 7.2 356 1098 356 200 296.2 1,098 20 200 1694 1215 358 1274 228 186 2928 1,239 20 215 1189 6.9 36 _3930 38 19.5 1199 3,819 20 20.5 2495 23,3 364 1559 364 20.0 286,2 1,559 20 211,11 2275 95 366 2060 2760 13 4 283 0 1,110 20 27.0 2278 7.4 372 1975 2760 14.8 286A 1,787 20 26.0 2279 7_0 374 1736 2760 19,1 2964 1,/01 20 210 26114_2 7.1 376 1735 2760 192 296A 11705 20 21,0 2280 10.9 378 3305 210 13.2 260.4 2,998 20 28:0 2446 15.3 38 3378 38 200 12111 3,378 20 _ 200 2130 384 380 3223 210 15.1 264 7 2,998 20 26 1 22112 1 19.1 384 804 2278 199 1862 803 20 20.1 2540 20.5 388 3887 18712 17.2 266.0 3,656 20 300 23119 59.1 390 4493 1354 175 296.3 4,103 20 1 211-3 2390 9.6 392 4295 210 115 256.5 1,751 20 302 2392 10.4 396 2790 396 200 286.2 2,780 20 ]110 1750 13,:1 40 1515 40 20.0 118.0 1.715 20 200 2131 38.7 404 1 4228 1670 Cl 325.3 31361 20 39.6 2586 2810 406 1959 406 20-0 2C09 1,859 20 20.0 2599 21.5 408 5658 1354 16-6 294-3 5.205 20 239 2452 67 410 3121 410 20.0 2909 3,18 20 200 P135 25.3 414 3657 418 8.7 302.3 1 3,098 20 325 2197 12,1 416 1537 418 7.9 '_005 1.17h 20 323 2348 24.0 416 1268 418 200 22&4 1,268 20 200 2353 97 42 985 2910 200 3262 9&5 20 200 19 11.2 420 1 1383 1 58 11H 2458 1.377 20 202 2353 7.8 424 4657 1354 8-0 274.5 3,507 20 39.0 324 9.1 426 4621 1354 8.5 275.6 3,507 20 395 2395 14,3 429 5510 1354 -100 '_32.9 3,291 EO 602 2396 17.5 432 6536 228 12.1 277-7 5.448 20 299 2749 69 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-146 L-149 Ordinance 3230 Exhibit A Page 769 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD ID Avalbitle Flow at CrlOcel N Pressure Cr111cal Node Des48n FlowDeslev Fire Nade Crf0cal Plpe Hydrant(gPm) C,11-1 Notle ID (ml) Head(ft) (gpm) Design p_(psi) Pressure(pt') CHUM Pipe 11) Velocity(W.) 434 2714 1154 15.2 265.1 2,519 20 24,8 2442 114 436 1447 IG]0 18.6 258.7 1,4D6 20 21.4 2590 12.5 438 1460 1670 18.4 258.2 1.411 20 21.7 412 6.9 44 984 44 200 326.2 984 20 20 C 2357 63 440 1268 440 20.0 256.2 1,268 20 20.0 2591 13.1 444 4537 2124 5.9 203,5 3,901 20 353 2343 11.2 450 4258 2fi44 200 56.2 4,259 20 2110 _2482 27.2 452 4415 2644 200 56.2 4,415 20 20L0 2484 28.2 454 4598 758 17.9 241.5 4,450 20 27.0 2485 28.4 456 5259 758 8.3 219,3 4.450 20 51.4 2720 85 458 2647 458 20.0 19&2 2,647 20 200 2490 1(.8 46 3732 146 -3.2 211.6 2,778 20 63.3 76 17.7 460 2868 460 20.0 209,4 2.869 20 200 2491 21.7 462 4X59 466E6,4 313.3 4,323 20 24.5 2871 18 5 464 3010 466 &8 319.5 2,899 20 21.2 2760 10.3 466 2470 466 20.0 322,2 2,470 20 2Q0 2755 15=8 468 1783 470 12.0 277.6 1,542 20 28.0 2401 64 470 1417 470 200 296,0 1.417 20 2Q0 314 58 476 1619 1354 12,1 183.8 1.382 20 29,9 317 8.8 478 1549 1354 17A 296.1 1,462 20 23,9 319 93 48 3041 146 14.6 252,6 2,778 20 35,2 2794 17.7 482 1933 1354 8.5 1 2717 '5 11 20 37.1 320 99 484 3630 1354 16,0 292.9 3,291 20 34,1 322 21,0 496 IN50 488 190 266,3 1,835 20 20.6 2432 52 488 1790 488 200 267.6 1,790 20 20.0 327 11,4 492 596 492 200 249,0 596 20 20,0 328 15.2 494 1890 1338 104 253,0 1,658 20 29.6 358 10.6 498 1776 J338 152 264.2 1,659 20 25.4 337 18.8 50 5638 228 4.9 261A 4,119 20 39,2 1805 4.8 502 4323 2124 9S 2121) '1,850 20 326 2346 2Q6 504 2885 210 132 2604 2,619 20 27.8 2447 128 506 2687 2840 166 2484 21580 20 234 2444 14.3 508 2673 284(1 171 249.4 2,580 20 23.0 2445 16.5 510 4135 210 107 254.6 3,743 20 31-j 2394 7.9 512 2529_ 488 11,2 247.2 2,258 20 28,9 2448 9.2 516 2563 488 111.0 244,5 2258 20 302 2449 92 518 7620 211 -19 243.1 4,986 20 49.2 1172 5.2 520 2828 520 20.0 175.8 1 2,828 20 200 1927 15,2 524 2033 524 2UU 152,3 1 2113 20 200 2493 23,1 526 2282 1338 4.0 238.3 1,860 20 350 2418 14.1 528 5904 2280 169 307.8 5,320 20 240 1742 64 530 5829 614 16.0 296.8 5.239 20 242 2450 61 532_ 3836 532 20.0 117,8 3,836 20 200 2494 22.8 534 4067 534 20.0 128,6 4,067 20 200 91 29.7 536 4212 228 19.7 295,3 4,240 20 21.2 1375 19,4 538 4348 228 18.7 2970 4,207 20 25 1 2580 19.5 54 1740 54 20.0 1523 1,740 20 200 64 IY.B 540 3456 540 200 1203 3,456 20 200 2498 21.9 542 4111 542 200 1162 4,187 20 20.0 2499 I9,1 544 4041 544 20 0 114,0 4.041 20 20.0 1314 23,2 546 2082 546 200 206.2 2.082 20 200 368 23,fi 548 1328 1312 1 73 172.1 1.175 20 37.6 372 13.4 550 1566 1312 -149 121,0 6.175 20 55,7 2605 ;12 554 5645 1354 16.4 393.9 5,176 20 23.8 P409 7,0 558 2043 55B 20.0 2364 2,643 20 20.0 396 13.0 56 2215 56 20..0 129,1 2,215 20 2Q0 1899 13,4 560 2233 564 11.3 206.2 2.041 20 2&7 2548 11.3 562 2060 564 19.2 224.4 2,041 20 20m9 400 13.0 564 1863 564 20.0 226.2 1,863 20 2Q0 402 11.9 566 781 566 20.0 314.6 781 20 2010 410 1919 568 2126 568 200 2197 2,126 20 200 2458 422 570 1818 1670 _ 104 239.7 1,525 20 30.1 P543 7.7 572 5375 758 8.3 219.5 4,566 20 41A 1433 11,3 574 4251 574 20.0 147.4 1 4,252 20 200 2500 21.0 576 2797 576 20.0 263.6 j 2,797 20 20.0 2903 211 578 2065 582 198 191.6 2,060 20 202 431 8.7 58 2437 58 20.0 151.2 2,437 20 20.0 2608 13.7 580 2089 592 1 19.5 114.6 2079 20 20.5 433 9.1 58_2 2041 5X2 20.0 1912 2.041 20 1 200 430 ISO 586 2542 582 9.9 1619 2,319 20 1 305 1884 9.2 580 2177 592 14.9 174 0 2,079 20 125 7 434 133 .590 2056 590 211.0 190 5 2,057 20 1 200 435 13.1 592 2062 592 20.0 185.8 2,062 20 20.0 440 13.2 596 5431 1872 -224 1745 _ _ 3,532 20 812 441 117 598 5329 18]7. -206 1798 3.525 20 793 443 11-9 60 2737 60 200 299.2 2,737 20 200 72 170 600 4746 1872 -39 217.2 3,525 20 66.4 444 40.0 604 4090 18]2 1&2 ISM 3,01(1 20 31.4 447 25,.1 606 4032 1872 15,6 262.2 3,698 20 33.9 2389 71.9 608 2172 614 194 304.7 2,117.... 20 20.7 449 132 610 2186 614 191 3114.0 2,137 20 NO 454 112 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-147 L-150 Ordinance 3230 Exhibit A Page 770 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD Available Flow at CriOral Nair Rasura CH11-1 Nd, Design Flow Design Fire Node Criliral Pipe N CrlOral Node It) Design Ressure lPsH Crlttcal Pipe[D Hydrant(gpm) (psiJ Head(D) lgpm) Pr--p0 Velrclty llUsJ 612 2153 614 19.7 305.5 2.137 20 20,3 450 13.6 614 1994 614 20,0 306.2 1,994 20 20.0 451 12.7 615 2958 614 19.4 304.6 2,913 20 206 1167 12.0 61B 2929 614 19.0 303.9 2,X56 20 21.0 453 fl-5 620 2591 622 16,4 137.0 1525 20 23,6 2627 16.1 622 2431 622 20,0 146.2 2,431 20 20.0 2366 15,5 624 2451 1094 17.4 2301 2,364 20 218 2460 18.6 628 2583 628 200 197.0 2,583 20 20.0 4B0 16.5 630 3937 146 -9,6 196,8 2,774 20 706 897 114 632 2799 2500 17.8 101.2 2,764 20 22,2 1491 267 634 2274 2500 19.5 105.3 2,268 20 20,5 P459 14.5 634 1272 638 20.0 2462 1,272 20 200 496 14.4 64 3789 146 -5.0 '_07.5 2,776 20 668 75 9.7 640 3881 2098 18..9 117.9 3,857 20 21.1. 498 1 La 642 3727 642 20,0 101.0 3,727 20 208 493 26-1 644 1416 2924 6A 272,0 1,190 20 46.3 2559 4.9 646 1415 2924 -60 272,2 {,190 20 46.2 2689 4.9 G4X 1333 2924 2.3 291.4 1.116 20 37 7 1328 5.4 650 1785 650 20.0 1_90,2 1585 20 200 P411 28.2 652 6902 228 7.7 367.6 5,299 20 37.9 1075 7.7 654 6796 228 87 369,7 5,302 20 36.X 508 9.8 656 6211 220 13.4 2608 5,315 20 304 2631 14.1 65H 3670 658 20.0 24112 3,670 20 200 509 41.6 66 3782 146 -4.3 207,9 2,776 20 6b6 486 146 660 1293 662 19,6 2113 1,288 20 20,4 2438 14.6 fi62 1126 662 20.D 212,6 IJ26 20 200 515 128 664 1798 664 20.D 236a 1,798 20 200 2439 113 666 1735 666 20 D 241,6 1,735 20 20.0 1 2437 9 9 668 5741 1872 -33.3 149,4 3,462 20 86.6 1213 16,7 670 1422 670 20,0 76,3 1.422 20 20.0 77„2 129 672 1393 1 672 20.0 728 1.393 20 20..0 1995 125 67.4 3288 2908 39 96,9 2,985 20 36.3 1496 163 675 3210 2908 8.2 1068 1985 20 32.5 537 33.9 678 1057 678 20A 124-4 1,057 20 2010 1245 13A 68 4002 146 •11.3 193.0 2,778 20 72,6 79 ILA 680 1066 678 18.7 12L,3 1.057 20 214 569 120 681 4265 1670 3-0 2227 3,347 20 40,4 2584 13.4 684 3471 1670 8-7 235,8 2,886 20 11.5 2542 122 686 966 686 20.0 283.8 966 20 20.0 590 t1.0 688 966 688 20,0 2819 966 20 20.0 591 14,0 690 4904 1690 20.0 2169 4,904 20 2010 602 17-2 692 4355 692 20.0 226.5 4,355 20 20..0 603 27.8 694 2350 694 20.0 225.8 21350 20 200 616 12.2 695 2873 696 MO 312.5 2,873 70 208 616 iml 698 2964 1670 8.6 235.5 2,457 20 31.5 2583 23..9 l0 4165 146 -163 181A 2,781 20 770 1 77 135 700 1923 1670 9,1 236.7 1,585 20 31.5 620 14,5 702 5142 1872 34 2342 3,9X5 20 468 2385 7.5 704 5074 1872 4.6 236.9 3,990 20 45„1 2380 7,5 708 1445 708 20,0 186.1 1,445 20 20.0 1452 15.0 716 2652 718 20.0 106,2 2,652 20 200 1900 21.7 718 2633 718 200 106.2 2,633 20 200 651 29,9 720 3301 720 20.0 2293 3,301 20 200 2462 67,8 724 3362 724 20.0 286..2 3,363 20 200 655 10.8 726 3693 726 200 286.2 31692 20 200 P147 165 728 3988 728 20.0 299,9 3,988 20 200 656 14,4 730 4012 466 19.9 322,0 3.996 1 20 202 2761 14.9 734 4031 734 20.0 299.4 4,031 20 20.0 658 14.3 736 4086 736 20.0 302,1 4,086 20 200 28711 1619 74 4132 146 -15.'_ 183.8 2,781 20 76.3 78 17,8 740 1319 740 200 182.4 1,319 20 200 2045 122 742 760 742 200 16%t 760 20 200 663 19.4 744 4268 964 19.4 1262 4,252 20 206 700 2(63 746 1416 2924 -3.8 2772 1,206 20 442 1 2560 5-2 748 1200 740 20,0 29Q0 1.199 20 200 1 823 136 750 4642 758 14.2 233.0 4,262 20 37..3 1278 484 752 4100 752 200 56.2 1,101 20 20.0 831 262 754 2509 754 20.0 279.2 2,509 20 20-0 P159 16A 756 _ 1367 758 19.5 '_45.2 1,374 20 20.5 2561 68 758 1366 750 20.0 '_46.4 1,366 20 20.0 876 82 76 6172 1872 -8.9 2058. 4,286 20 714 80 91 760 1250 82 I4 X 191.3 1,187 20 25.5 882 7.6 762 3003 762 200 24&4 3,003 20 20.0 083 19,2 764 3341 762 19..3 2467 3,305 20 20.7 2669 11.5 76X 6194 22X 133 1_8(65 5,460 20 286 085 8.7 770 6488 228 126 270.8 5,460 20 29.3 9011D 70 772 5413 1148 164 2779 5,064 20 242 2748 8,1 774 2682 774200 129.8 2.682 20 20,0 1915 21,1 776 3175 1312 .2;1 1505 2,605 20 42.7 1919 5.5 778 3905 778 200 1228 3,905 20 200 888 25.6 78 7194 1872 -32.8 1546 4.212 20 95.8 BB A 6 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-148 L-151 Ordinance 3230 Exhibit A Page 771 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD FD Aruileble Flow el 1 CHUM Node Pressure Critical Nod. Design Flow Design Ire\.de Cri0cul Plpe nydnnt(Rpm) Cri0cel Nude 1D (psi) Heed 1111 l¢pm7 Dellen Beaute(Psp Prmwre 1µd) CrlOeel Ipe Velneity Ws) 780 4041 780 20.0 122-6 4,041 20 20.0 1603 28-3 782 2701 782 20.0 235A 2,701 20 20.0 1801 15.6 784 2943 784 20.0 229.0 2,943 20 20.0 1796 20.1 786 899 786 200 272.8 899 20 20.0 890 102 790 2904 790 20.0 268,.6 2,904 20 20,0 891 18.5 794 930 794 20.0 21(,3 930 20 20,0 895 10.6 796 3842 146 -6.9 2011 2,769 20 68,1 897 17.8 800 3221 582 -5.0 134.5 2,628 20 502 2377 12-8 802 3812 146 -5.9 205.5 2,774 20 A;9 890 11.5 804 3842 146 -67 203.6 2,777 20 67.8 BA 21,0 800 2533 808 20.0 26402 21533 20 20.0 2730 230 810 2788 810 20 1) 250.2 1 2,788 70 1 200 P305 31-6 818 1146 AIA 200 83.1 1146 20 200 2650 12.0 82 1186 82 200 2033 1.187 20 200 02 76 820 1154 all 183 X0.1 1,346 20 21 3 908 7.3 022 2032 1296 19.5 324.9 11994 20 21 5 P19 8 2 876 946 1872 -3 5 218.3 622 20 44 3 2528 4 3 828 591 IN 200 266.3 591 20 21111 914 67 830 3750 830 20.0 1747 3,750 20 200 2145 21..3 832 4356 832 20,0 188.3 1 4,356 20 200 P347 215 836 2274 836 20.0 2128 2,274 20 200 2456 11.5 838 5199 758 04 2011 4,064 20 62.1 2735 35.9 84 3633 84 20.0 247.0 3,633 20 20.0 83 232 840 7025 758 -38 3 111.8 4,167 20 92,9 P513 7,8 842 7014 758 -37,6 1114 4,177 20 93.5 2738 8.7 844 3061 B44 20,0 56.8 3,060 20 200 2737 78.1 846 4034 466 18.2 318,0 3.810 20 221 2.162 11,1 850 1383 852 19.9175.9 1.381 20 20.1 925 87 852 1378 852 20,0 176.2 1,378 20 200 92fi 8.6 854 3449 854 20.0 562 3.449 20 20.0 928 1 39.1 856 6163 758 -t0.1 176.9 4,408 20 75.3 1604 7.9 858 5171 758 9,8 222.7 4,450 20 4R,5 929 110 86 7126 228 3.4 257.6 5.096 20 41.2 2630 54 860 5147 758 10,1 223.5 4,450 20 47,8 929 16.7 862 6107 75N -A3 INLO 4,432 20 738 1594 7.8 864 6091 758 -7.B 1822 4.439 20 730 931 &1 866 6011 758 5-4 187.7 4,470 20 70.5 1598 H.6 868 2926 N68 200 281.5 2927 20 20,0 933 13,7 870 5887 1354 15.0 390.6 5.230 20 26.2 972 2.1 872 5653 1354 164 293.7 5,174 20 23.9 2455 6 L- 874 1298 874 20,0 289.7 1,298 20 200 934 14.7 876 5083 1148 1 16.6 278.3 4.771 20 23.5 935 10.0 878 7297 228 _ 4..0 259.1 5,268 20 402 964 63 060 7003 228 51 162,5 54192 20 38,4 939 S9 882 5641 1354 16.4 193.9 5,174 20 23.8 940 4.5 813540 1928 17,8 102.1 3,495 20 222 1399 20.8 88A 5308 758 7.4 217.3 4.453 20 528 1598_2 14,9 892 2810 892 20.0 304,9 2,810 20 2010 1089 92 894 2202 894 20.0 296,2 2,202 20 20.0 P401 87 896 3174 894 180 291,6 3,047 20 23.4 946 83 898 5751 J354 9,5 278..0 4,596 20 30.7 1053 5.1 902 4767 1162 179 2-11.3 4,546 20 223 15 9.0 904 4352 894 110 2939 4,233 20 2340 946 92 910 3057 910 20.0 194,8 3.057 20 20.0 953 26.4 914 1265 914 20.0 278.3 11265 20 20.0 956 14.4 916 1228 916 200 267,3 1,228 20 20.0 954 13,9 918 1356 920 19.6 287,1 1.347 20 20,4 957 15.3 92 5992 1872 -6.0 212.5 4,2116 20 681 87 27.4 920 1031 920 200 188.0 1.03) 20 20.0 961 11.7 922 2244 922 20.0 206,5 2,244 20 20.0 2457 III 924 1634 924 200 216.2 1,631 20 20.0 2459 15.9 926 3422 11194 16.6 228-2 1,285 20 23.7 1000 t(.9 928 6895 758 -33.5 1229 41205 20 91,7 2739 8.6 930 6642 758 -25.3 141,9 4,262 20 870 1580 10.9 932 6163 758 -29.2. 132,9 4,234 20 89.4 2734 8-5 934 1757 1094 16 2 227A 1.669 20 24.0 2976 14.9 936 1508 1094 19 8 235.8 1,505 20 20.2 962 13.0 94 7446 1872 -34.1 147.7 4,205 20 95.9 2236 21.7 940 3728 940 200 56.2 3,728 20 20.0 963 42.3 942 7311 228 4.1 259.2 5,281 20 40,1 969 14 944 6941 22S 7.9 2680 5,347 20 35.3 968 6.4 946 5628 Jim 16.1 282.2 5.209 20 24.2 971 619 948 5524 1148 15.3 2713 51069 20 24.8 970 6.2 ---21-1 4341 95(1 20.0 2215 4,341 20 20.0 976 27.7 952 5418 758 54 212.6 4,450 20 56 2 977 95 954 5445 758 49 211,5 4,450 20 570 1071 8.2 956 4131 956 20.0 1785 4,131 20 200 1069 21.0 958 3359 958 20.0 136.2 3.359 20 20.0 1072 20.2 96 7139 1872 -211 161,7 4,212 20 93.0 89 26.9 960 1510 962 200 1764 1509 20 201 2822 173 962 1493 962 200 1765 1493 20 20<U 979 17,11 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-149 L-152 Ordinance 3230 Exhibit A Page 772 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD Avelleble Flow al CHU-I Nade Preuure Critical Node D-lgw Wow Dedgn Fire,Node C,HiM Pipe Nd-t Crilieal Node 11 11-dit DedBn Prexaure(psi) 14ossurei Crilirel Plpe ill Vel«i Ne) Y 19P�wJ fpsl) () (gpmJ PnJ tyi 964 4036 9W 20.0 1276 1 4,036 20 20.0 2503 45,8 966 6172 1872 -21.3 177,0 3,935 20 77.9 2504 7 1 970 fi7fi2 1872 -270 164.1 3,941 20 83 0 2522 7 8 974 4428 2124 8.9 2105 3,919 20 31.9 2509 9.6 918 4561 2126 543 202.2 1,901 20 35-6 2510 7.8 98 5903 1872 -15 '_18.2 4,334 20 67.7 99 8 8 980 3837 980 20.0 316.2 31837 20 200 2868 13,9 982 2294 1036 19 5 275.0 2,276 20 20 5 1076 1%3 984 1941 984 20.0 267.6 t941. 20 200 983 1-18 986 1895 986 20.0 2615 1,995 20 20,0 1059 12.2 988 1718 988 2110 256.2 I'M 20 20.0 1025 1115 990 999 990 200 2426 999 20 200 1013 15,0 992 2286 992 20.0 2860 2286 20 20.0 997 192 996 2213 996 200 2024, _ 2,213 20 20.0 1034 10.7 998 5656 228 17,6 290.3 5,314 2C 25.0 1011 41.8 110 989 110 20.0 255.2 989 20 20.0 P17 41-2 1100 2644 198 18.9 27%5 2.595 20 212 1191 9-3 1102 2848 792 162 288.3 2,646 20 25-1 P97 93 1104 2510 1104 200 2742 2,510 20 20A P95 16,11 111% 2524 1106 20.0 275-2 2.524 20 20-0 P99 163 JID8 1843 1112 20.0 278.2 1,843 20 200 P101 20,9 1110 1349 1110 200 271,2 1,349 20 200 P103 34,5 1112 110 1112 2U.0 271-2 1,135 20 200 PI05 29.0 1114 1637 1114 20,0 269.2 1,637 20 200 P107 18.6 1116 1125 246 #1053591Ila 0 -2431552512.0 1,115 20 200 PIN 28,5 1118 1244 ills 200 '_882 1,244 20 200 P4i1 31.8 112 1284 f 10 19 1 2532 1.271 20 209 P13 14.5 1122 1768 1122 200 2722 1,768 20 200 1,115 It J 1124 1949 2760 14.6 285.9 1,755 20 261 1 2914 9.9 1128 2889 1128 20.0 299.2 2,889 20 200 P123 8.1 1130 2927 1130 200 292.2 2,927 20 M0 PI29 10.7 1132 2951 1132 200 2952 2.951 20 20.0 p 13 118 1134 3450 1134 200 290,2 3,450 20 200 P 13 16.8 1136 5663 614 17.7 300,9 5,317 20 22.7 P413 515 1138 3452 1138 200 291.2 3,453 20 200 P143 12,6 114 12OG 110 165 247.2 1,160 20 235 PIS 7,4 1140 3747 1140 20.0 287,2 3.747 1 20 1,0.0 P149 9.0 1142 3776 1142 200 288.2 3777 20 200 1,151 123 71444292 1144 200 286,2 6292 20 200 1 P141 8,5 1146 3083 1146 200 182,2 3,083 20 20.0 1 1,163 116 1148 4436 1148 200 286.2 4.436 20 20.0 P155 89 1150 4676 1148 189 283,6 4.574 20 27.1 1`157 10.2 1152 1447 1154 14.8 264.2 1.341 20 252 P165 11.2 J154 1264 1154 20.0 276.2 I?67 20 200 P167 8,1 1156 1 6703 228 U 266A 5,360 20 34.9 P169 6,4 1158 I 3628 1158 200 25'1,2 3,628 20 200 P171 23,2 116 1991 J16 20.0 2792 1,991 20 1 20.0 P21 9.0 1160 6%1 228 6.9 2656 5,265 20 390 975 30.2 1162 5301 278 19,6 394,9 5.240 20 21,1 P173 17.6 1164 4468 J164 20.0 247.2 4,468 20 200 P177 10,3 1166 1876 210 18.7 2732 1,840 20 21 3 2429 7.8 1168 039 1168 20.0 284 2 919 20 20.0 1,183 6.0 117D 1689 1168 11..8 2652 1,495 20 282 PI81 5.0 1172 3182 2310 169 '--58.8 21991 20 23..8 PI85 14.8 1174 5900 J174 20,0 305.2 5,900 20 20.0 P191 17.4 1176 7126 2280 17.4 3088 6,466 20 22.9 P189 7.8 1178 814 1178 20.0 2082 814 20 200 1,197 2018 1180 557 1180 20,0 206.2 657 20 200 ?201 16.8 1182 2167 1178 14.4 1952 2,056 20 25.6 2550 It-I 1184 2150 1178 15.4 197,4 2,058 20 24.7 P195 17,0 J 186 1539 1196 200 1292 1,539 20 20.0 P205 175 1198 2040 1186 187 126,2 2,024 20 21.3 P203 17.0 1190 1653 1192 1811 279,2 1,606 20 21,7 1,207 103 1192 1420 1192 200 283,2 14420 20 20.0 P209 9.1 1194 5595 228 5.3 '_61.9 4,109 20 3A2 2796 84 1196 3454 J 19 20,0 244,2 3,454 20 200 1`213 22,1 1198 2579 119g 200 243,2 2,519 20 200 P215 165 1200 1808 J200 20.0 '_29.2 I,8U8 20 200 P217 20.5 J202 1764 1202 20.0 220.2 1,764 20 20,0 1219 11.3 =1411'.02 228 16.4 287.5 4,563 211 29.8 2062 21,31206 200 201,2 3,749 20 200 P223 23.9 82 144 190.4 1.187 20 260 P225 7.6 92 17,1 196-7 1,187 217 233. P2'171212 20.0 166,2 1,371 20 20,0 P229 8.8 1214 20.0 229.2 102 20 20.0 P.1 104 1216 846 1220 165 1182 827 20 235 21155 9.4 J218 837 1220 174 120.2 823 20 22,6 P235 9-4 1220 817 1220 20,0 126.2 817 20 20.0 1,237 5.2 J222 1565 J222 20.0 63.3 1,565 20 200 2026 14.8 _ MA 1:184 1224 20 U 59.2 1,384 20 200 P241 15-7 J226 1316 1228 1 19.6 89.2 1,313 20 20A 2006 17.0 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-150 L-153 Ordinance 3230 Exhibit A Page 773 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD Available E39w al Cri0ca1 Node Preuure Critical Nude DeslBn Flow Design Pyre\'ode Crl0cal Pipe H3 H drum Cdd-I Node ID D.A,.Pressure(psi) Critical Pipe D) Y (4Pn') (psi) Head(D) (gpm) Pressure(psi) Velocity IRA) 1228 1212 1228 200 90.1 1.212 20 200 P245 13-8 1230 1042 1220 9.8 102 977 20 3f15 P249 6 2 1232 1297 1234 183 662 1,2tl6 20 217 P251 18 6 1234 1262 1234 200 702 1,262 20 200 P253 8-I 1236 3550 146 20 223.6 2,781 20 580 P255 17.8 1240 2795 J240 200 972 2,795 20 20.0 P257 17.8 1242 3630 146 0.7 220.5 2,817 20 60.3 P259 18-7 1244 2590 1244 20,0 802 2,590 20 200 P261 29.4 1246 4996 1872 -37.8119.1 2,841 20 93.4 1338 61 1248 3861 1872 .7.9 221,9 2,841 20 69,0 P265 tall J250 2897 1872 18.9 269,9 2,835 20 24..2 P267 322 1252 1 1199 1252 20.0 90,2 1.199 20 20.0 P269 30.6 7254 5416 758 -28 3 134 9 3,346 20 88.2 P271 20.4 J256 4470 758 -22 195.1 3341 20 67.3 P273 19,1 1258 3726 758 13.4 231.1 3,341 20 40A P277 37.9 J260 4739 758 -88 179-9 3,346 20 74.7 P279 21.4 J262 4094 758 6.4 215.0 3,370 20 54.0 P281 26.1 J264 3036 1264 200 59.2 3,036 20 20.0 P281 34,5 1266 1505 J266 200 55,'1 1505 20 20.0 P285 38,4 1268 5731 758 -36.1 116,8 3,371 20 91.9 P287 5.7 1270 5781 758 363 116,4 3,401 20 92.0 185912 6.1 1272 .3469 758 1816 2411 3,383 20 25.1 P291 38.4 3274 4012 1274 2013. 95.2 x.4111 20 20.0 P293 25.6 1276 2885 1276 20.0 2732 2,885 20 20.0 P295 15.0 1278 4585 J288 17.f1 185.1 4,330 20 235 P311 107 J28 1228 728 200 284,2 1,228 20 20-0 1759 6.5 J280 3020 1282 ILI- 273.2 2,979 20 20.9 P299 15.8 1282 2230 1282 20.0 27).2 2.230 20 20.0 Plot 14.2 J284 3197 808 16.6 1563 3,054 20 23.5 P103 29.4 J286 4495 J288 15,7 282,2 4,124 20 124.3 P309 10.9 1288 3526 7288 2000 192.2 3}26 20 20 0 P313 14.4 1290 3838 1292 15.2 2692 3,507 20 24.6 P315 14.3 1292 1807 1292 20.0280.2 1,806 20 20 0 P317 11.5 1294 2158 992 19A 284.6 2,333 20 206 P321 11,1 1296 3596 1296 20.0 279,2 3,596 20 MG P481 9.1 1298 1794 J298 200 1822 1,794 20 2010 P323 11,5 1300 2565 1306 105 84-3 2.431 20 30.1 1513 124 1302 2521 1306 11:.1 855 2,396 20 29.2 P329 16.0 3306 2534 1306 8,7 801 2,378 20 313 P331 16,4 7306 1789 1306 20,0 106.2 1,789 20 20.11 P333 20.3 1308 352 1308 20.0 79 2 352 20 20.0 P335 360 Pin 177 3310 20.0 103,2 177 20 2010 P339 18.0 1312 6345 1872 -18.9 Itl2,6 3,935 20 74.7 2386 7,5 1314 360 J314 20.0 117.2 360 20 20.0 P141 36.9 1316 1000 1316 20,0 57.2 1,000 20 200 P343 6,4 1318 2577 7318 20.0 164.2 2577 20 20.0 P345 16.5 1320 1662 1320 20.0 185,2 1,662 20 20.0 P349 18.9 1322 550 1322 200 197.2 550 20 200 P351 62 1324 1062 1324 200 267.2 1,062 20 20,0 P355 121 J326 1110 1326 200 1_692 PAW 20 20.0 P353 12.6 1328 248 1338 13 4 259,9 226 20 26„6 P357 10.5 J330 102 1330 20,0 2612 102 20 20-0 P361 10.4 1332 148 1338 148 263.0 138 20 25_3 P359 14-5 1334 80 1338 17.4 269.2 77 20 22,6 P363 80 1336 61 J336 2002612 61 20 2U.0 P365 62 1338 fig 1338 200 275.2 69 _ 20 20-0 P367 7.1 134 645 134 20.0 275.2 645 20 20.0 P31 165 1340 1671 J354 16.7 294.6 1,556 20 266 P369 9.9 1342 1757 1354 6.0 269.8 1,362 20 348 P373 5.7 1344 1901 1354 2.2 261,2 1,403 20 37.8 2290 5,8 1346 113 1346 20.0 281-2 111 20 20,1) PM 115 J348 1659 1354 8.5 275.6 1,336 20 320 P377 46 1350 1386 1354 17.4 2962 1310. 20 216 P385 0.8 J352 112 1352 20.0 281,2 112 20 20.0 P381 K4 1354 97 1354 20-0 3022 97 20 20.0 P383 9.9 1356 1481 J354 16..1 293.2 1,363 20 24.1 P387 5.6 1358 105 1358 20,0 272.2 105 20 200 P389 1117 136 1172 1474 18>1 279.9 1,136 20 21,9 P423 SA 1370 2807 J370 240 304,2 2,807 20 20..0 P403 17.9 J372 3733 1372 20.0 3()7.2 3.731 NI 20.0 942 L6 ]374_ _1614 1376 4.0 134.2 1,425 20 360 Nos 222 J376 1247 1376 200 171.2 1,247 20 200 P497 142 1378 5637 1354 16.5 294.0 5,174 20 23.8 2454 68 1380 1237 164 135 87,2 1.192 20 26.5 1909 7.7 J382 3544 J382 20.0 2772 3,543 20 200 P419 20.4 1384 2747 2826 20.0 2622 2,747 20 200 995 10.4 1386 3178 1388 197 310.2 3,108 20 20.9 P425 7.3 1388 2886 1388 20.0 312 2 2,886 20 20.0 P4127 19A 1390 3223 1392 19.6 ]09.2 3,187 20 20.4 P433 7,1 J392 3020 J392 20.0 3102 3,020 20 200 P431 19.3 1394 3473 1394 200 307..2 1473 20 200 P437 8.5 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-151 L-154 Ordinance 3230 Exhibit A Page 774 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2026 MDD Available Flow at Crtllcal Node Pressure Cr10ca1 Node Da"K.Flow Desi¢a Flre Node Crilieal Pipe IO H dram Crlllexl Node ID Head Il Deai¢n Pressure Oull Cr10ta1 Pipe iD Y 1¢P'al fps11 (1 (¢Pnn) Pressure 1psl Velocityl0/s) 1396 2403 1300 9.6 272.2 2826 Al 30.4 P441 41 1398 2245 1300 17.3 289.8 2.134 20 22.8 29128 4-9 140 2007 140 200 89.2 2,007 20 20.0 P33 17.4 1400 1881 J400 20 D 270.2 1.881 20 20.0 P443 au 1402 2514 1296 15,4 315.4 2,177 20 28.1 2609 5.1 J404 1021 1404 20.0 277,2 1,025 20 200 P447 ft.6 14116 4940 1296 _65 294,9 3,503 20 344 P455 8.3 1408 1786 J408 200 24542 1386 20 2D-0 P457 10,5 1410 2773 2500 14.7 94.2 2,693 20 253 488 14,6 1412 1254 1412 20.0 73-1 1.254 20 20.0 1938 17,5 1414 852 J414 20.0 66.2 852 20 2(L01885 21.8 1416 2073 1416 200 882 21073 20 200 1147 39.7 1418 2446 1418 20,0 150.2 2,446 20 20.0 P467 145 J42 3132 582 43 145.4 2,641 20 46.3 P39 9-8 J420 4229 758 6.1 214.3 3,436 20 1 40.3 P469 12.0 1422 5958 758 -39.4 109.4 3.455 20 94.5 1859 7.0 1424 1708 1424 200 2562 1,708 20 200 P473 1f.2 1426 4253 17426 200 286,2 4,253 20 200 P475 41.3 144 3038 592 3.8 15418 2,641 20 429 P41 16.9 146 2420 152 15.7 167.2 2.332 20 243 P45 78 148 2444 152 18.0 172,5 2,402 20 22,1 P47 85 ISU 2642 582 159 162.7 2,541 20 250 P515 102 152 2151 J52 20.0 177,2 7.101 20 200 P49 13.7 154 2374 154 200 168.2 2,374 20 20.0 P51 15.2 158 1224 164 122 842 1,171 20 1 27.8 P53 7.5 160 1204 164 17.8 832 1,150 20 28.2 P55 7.4 162 1184 164 14 9 903 1750 20 25 3 P57 7.3 264 It09 764 200 102.2 1.109 20 200 P59 7.1 166 329 166 200 872 329 20 20,0 P61 33.6 180 2247 316 Itl.7 1812 2.197 211 21.3 1686 9.fi 182 2349 1114 187 286.3 2,297 20 21,3 P75 9.7 184 2342 1114 187 2862 2,2¢8 20 21.3 P77 9,7 186 3059 1114 6.6 2581 2.496 20 34.1 P79 lt.l 188 3061 1114 9.9 '_65.9 2,689 20 30.9 Pel 5.9 190 2392 190 20.0 290,2 2,392 20 200 P81 79 192 2344 19'2 211.0 197 1 2.344 20 20-0 P85 9.8 194 2599 I94 20.0 298.2 2,59880 20 200 P87 1252 198 2567 198 20.0 2822 2,56675 20 208 Ptl4 9.54 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-152 L-155 Ordinance 3230 Exhibit A Page 775 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD To Amleble Flow el Critical Node Critical Nade Pressure Cr4denl Nd, Deelgn Flaw DeAgu Preemre Design Pare Node Critcal Pipe H drool 1D Heod ft Pressure( Crltiral Plpe ID Y( ) Y 18Pm) (ps1J (1 (gpm) (psi) psi) Yelorit fl/s 10 4194 1670 9.9 238.6 3,623 20 386 28115 15.6 1000 5267 1164 14.9 2353 4,939 20 25,4 990 9 7 1002 1038 1054 20.0 206 1 1..038 20 NJ 993 14.8 1004 1519 1004 200 209.5 11519 19 20 20.0 994 132 I OOfi 1851 1006 2011 216,2 1.851' 20 20.0 1030 17.3 1012 1597 1012 20.0 187.1 1,597 20 2010 996 79.1 1014 5033 101-0 200 201.9 5,033 20 200 1062 385 1018 3281 1094 193 234.6 3,2S6 20 708 7-061 31.0 1D2 4245 102 20,0 132,3 4,245 20 200 1320 330 1020 4555 2124 2.2 1950 31775 20 3&9 2512 69 1022 4348 2124 19 203,7 3,731 20 34.9 2514 6.4 1024 4141 1D68 8.3 206,4 3,649 20 1 31.9 2516 63 1026 5552 1354 74 273,0 4,264 2D 32.9 1004 1 5 7 1028 4933 1154 13 8 28160 4,264 2D 284 1003 27.2 1030 5437 1354 9,5 277.9 4,327 20 30.8 2860 5.9 1032 2766 1032 2010 272.6 2,766 20 20.0 2864 133 1034 1815 1034 20,0 259.9 1.815 20 20.0 100.5 14A 1036 619 1036 20.0 276.2 619 20 20.0 1008 15.8 1038 1460 1018 20.0 195.6 1,460 20 20.0 1029 16.6 104 7571 228 -94 22&1 4,602 20 92,2 2872 8.0 1040 5810 228 16.2 284,8 5,143 20 28,8 1 2632 123 IN2 1082 1042 200 242.2 1,082 20 240 1010 27.6 1046 837 1046 20.0 1.6 2 937 20 20,0 1012 9 5 1048 4893 1164 16:4 238.1 4,654 20 24,1 1037 8.7 1050 4499 J164 19,6 246,3 4.477 20 20,4 1014 8,3 1052 890 1054 169 1989. 862 20 231 2465 9-9 1054 791 1054 20 0 2062 1 791 20 20.0 1016 %0 1056 5443 228 18.0 291 2 5,152 20 23.5 1017 11.0 1058 6219 228 120 277,5 5,144 20321 P485 84 106 5662 228 10,8 274,6 4,602 20 5&0 96 512 1060 2387 106a 20.0 268.5 21387 20 200 1077 203 1062 1560 1062 20-0 2662 1,560 20 20.0 1018 177 1064 1905 1064 20.0 2662 1,905 20 20.0 1019 13.3 1066 2874 1066 20.0 270 2874 20 200 1021 326 10611 3566 1068 20.0 233.4 3,566 20 20.0 2518 60 1070 3566 1070 20.0 2330 3.566 20 200 2519 101 1072 3314 11172 20,0 230,7 1314 20 200 2520 280 1074 3557 1074 20.0 231.0 3,557 20 20.0 2314 18.2 1076 2883 1016 20.0 226,2 2,883 20 20.0 2521 12.7 1078 7400 1872 -41.5 130.4 31147 20 9&7 2523 91 108 4855 108 20,0 2262 4,855 20 200 2478 31,0 1080 6834 228 6,7 265,2 5.113 20 466 1023 10.9 1082 4164 992 17.6 2801 3,971 20 226 21162 1011 1084 3063 1084 20,0 2762 3,064 20 20.0 2850 34,8 1096 4920 1086 20,0 261,E 4,920 20 2010 1 10211 11.5 1088 3129 1088 200 257.9 7,129 20 200 1029 1918 1090 2659 1090 200 2176 2,659 20 200 1031 205 1092 2238 1092 200 2123 2,239 20 200 1033 14,3 1094 1417 1094 240 236.2 1.417 20 20.0 036 12.0 1096 3083 1162 20.0 296.2 3,084 20 200 1038 10,2 1098 3366 1164 19.9 296.0 3,358 20 20.1 1050 89 110 5245 228 19.8 293.1 5.072 20 230 P175 Ifi I 1100 4800 1162 178 291.0 4,560 20 225 1040 92 1102 5302 1354 15.7 292_2 4,777 20 1 25.0 1041 1 15.1 1104 5367 1354 15.4 2911.9 4,717 20 25.5 1042 14,7 11116 7635 1872 -46.0 120.1 3,861 20 102.6 2880 &3 IID3 1163 1108 200 93.7 3,163 20 20.0 2524 35.9 1110 4066 1872 14.6 260 0 1,701 20 35.8 2525 24,6 1112 4076 1872 14,5 259.7 3,703 20 36.1 2226 24.8 1114 1565 1566 17,9 177.4 1,535 20 228 1440 11,3 1116 1637 952 4 0 139,2 1.441 20 369 2527 14.1 WS 5017 1872 17 230.7 1 3,778 20 53.7 2176 22.6 112 4408 692 19.8 226.2 4,400 20 202 2479 19.7 1120 5794 1972 -37,7 134.3 3,30620 118.7 2661 68 1122 6036 1872 -37.8 139.1 3421 20 89.3 2657 9.2 1124 5679 1354 122 284.1 4,763 20 28.1 1081 4.7 1126 4914 1354 199 299.6 6,777 20 214 1043 3165 1128 5273 1354 15,9 292.7 4,777 20 24,7 1044 18.3 1130 3254 1130 200 293.9 3,255 20 200 1046 12.7 1132 3416 1132 200 291.4 3,416 20 200 1047 14,3 1134 2779 1134 200 291.4 1 2,779 20 20.0 1048 173 1136 4091 1136 200 286.4 4,091 20 20.0 1 1051 18.5 1138 5732 1354 9,6 278.2 4,592 20 307 1055 1 5.2 1140 3174 1140 20.0 276.2 3,175 20 2010 1054 20,3 1142 5789 1354 9.7 MA 4,635 20 306 1056 54 1144 5045 1354 16.6 2942 4,615 20 24.6 11157 29.5 1146 1874 1146 200 2612 1,874 20 20.0 1058 12.3 1148 1648 1148 200 261-8 1,648 20 200 1060 18.7 11511 6963 228 5.5 26!.4 5,106 20 45,2 1061 10A 1156 5473 758 24 2057 4,381 20 602 2892 19.2 1158 4951 228 19-2 294-0 1 4,843 20 23-7 P507 23,9 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-153 L-156 Ordinance 3230 Exhibit A Page 776 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD Available Flaw el CriOeal Node Critical Node I`Wme e'. Critical Node Design flaw Design Pressure Design Fire Node Cri0cal Pipe ID H dram( 111 Head R Pressure Critical PipeH) Veloeil Itla Y BPsn) (Psi) ( ) {gpm) IPsi) IPri) Y( ) 116 5461 1148 15.2 275,1 5,003 20 24-9 974 63 1160 4242 1160 200 184.7 4,242 20 200 P509 19:7 1162 2742 1162 20.0 296.2 2,742 20 200 1079 17.5 1164 3109 -1164 200 2962 3,410 211 700 IORO 140 1166 1028 1054 19.1 204,0 I,p1Y 20 21.0 2635 14.3 1168 894 1054 16.8 198-9 866 20 23-2 2464 9-9 1170 1566 1004 17.0 201.7 1,519 20 233 2466 97 1112 960 1872 4-7 215.4 620 _ 20 45 6 1510 45 1174 817 1872 48 237.3 601 20 352 2529 3 6 1176 820 1770 13-2 2367 731 20 27..3 7530 65 1178 683 146 9.4 240.7 559 20 30.6 2530 75 1180 6382 1872 -41.4 1308 1,111 20 929 1216 97 1162 1700 Hill 200 2521 15700 20 200 1821 170 1184 154L 1184 200 2562 1,540 20 200 2825 11.0 1186 5235 228 37 2582 3,737 20 37.1 P533 4.5 1188 1200 1188 200 2519 1.200 20 20.0 1662 20 8 1190 5774 1872 -32,3 1517 3,400 20 88.1 2658 169 1192 5738 1872 -31.4 153 7 3,400 20 876 2659 21 7 1194 2786 1194 20.0 1 56,2 2.788 1 20 200 1084 31.6 1198 3167 1312 07 157.0 2,650 20 40.13 1896 10,6 12 43371670 3.9 22.1,8 3,468 20 44.7 2107 10,3 1200 1123 1312 9-1 1763 1,008 20 73,8 1142 87 1202 5693 2280 162 306,3 4,957 20 23,8 1090 64 1208 2660 1296 -8,2 261,2 1,502 20 48,2 2059 3,4 1210 2945 1296 -10,2 256.5 1.621 20 50.5 1105 3,8 1214 3197 1214 200 283,0 3,197 20 20,0 1094 10.7 1216 3384 1216 1 200 281.1 3.384 20 20.026M 216 1218 2429 1218 20.0 2762 2.429 20. 20.11 1095 IS.1 122 696 146 6.8 234,8 548 20 33,2 131 3.5 1220 3126 1220 200 248,5 3,126 20 20,0 1098 41,6 1222 3239 1222 200 294.5 3;239 20 2" 1099 14.2 1224 3496 1224 20.0 298,2 3,896 20 200 657 16,3 1226 3464 1296 -113 237-8 1.742 20 58.8 1102 4.3 1228 1315 1228 20.0 1 249.5 1,315 20 20.0 1101 14.9 1230 5702 1872 -42,0 129.3 3,182 20 919 2669 8.2 1232 5797 1472 -38.0 138.6 3,301 20 88.9 2661 6.6 1236 1558 2760 194 297 l 1,540 20 20.6 2592 5 7 1238 1988 2760 144 2855 1,782 20 25.9 2665 72 124 7117 146 5,9 7317 549 20 340 2533 15 1240 3660 1296 -18.3 237.8 1,839 20 589 1118 4.6 1242 621 1246 13 5 274.9 560 20 26.5 1119 6.4 1244 551 1244 200 1 275.7 551 20 21411 1104 63 1246 514 1246 200 290.0 514 20 200 1104 5.8 1250 1 5316 1296 -17.5 239.6 2,695 20 58,1 1109 6 1 1252 5271 1296 8 1 299,6 3,847 1232.9 2858 94 1254 1054 1254 200 30018 1,054 20 200 fllU 12.0 1256 3732 1296 -167 2414 1.906 20 57.2 1123 49 1258 1719 110 165 2471) '1,651 20 23,5 1115 11.1 126 1054 150 15 3 179.3 1,009 20 24.7 132 1 11.5 1260 1190 1246 -7.5 226.5 941 20 47.5 2901 96 1262 814 1262 21]0 238.4 614 20 20.0 1117 93 1264 767 1264 200 2312 767 20 20.0 1120 8 7 1266 2054 2760 180 2937 1,969 20 223 2666 8 5 1268 6163 228 •3,1 242.6 4,435 20 48.5 2160 79 1276 1693 1276 200 250.4 1,693 20 2(10 2670 108 1278 2657 1278200 300.2 2,658 20 200 2672 121 124 1077 I50 147 1779 1.026 211 213 2534 17.8 1280 2792 1280 20.0 299-2 2,792 20 20.0 72 120 1282 4560 1296 -23.7 225.3 2,172 20 63.8 2615 5.4 1284 4140 1296 -20.9 2319 2,370 20 612 1130 6.0 128fi 4564 1296 -23.7 225_3 2,174 20 637 1124 5.4 1288 1300 310 19.5 254.1 1293 20 20.5 1126 14..7 1290 1318 1290 2110 2462 1,311 20 20.0 1127 ISA 1292 378 1292 200 316-2 378 20 200 1131 9.7 1294 1444 1296 17_4 320.2 1,325 20 226 1141- 3.0 12% 247 1296 2110 3262 247 20 2(to 29100 63 1298 2087 1300 157 216.3 1,932 20 243 2610 5.5 130 3074 1358 170 212.7 2,958 20 25.7 2568 15 2 1302 2115 1302 200 2862 285 20 200 1140 73 1304 239 1304 20:0 286.1 239 20 20.0 1137 6.1 1310 1281 1312 -12,2 127.2 977 20 52.2 2606 68 1312713 1312 200 2015 713 20 200 3008 81 1324 2151 278 200 296.2 2,351 20 200 84 13,9 1326 777 1312 11.3 181.5 713 20 3112 !42 1;1 1328 3541 268 -2 2 2055 2,529 20 529 198 6 8 1330 3534 1312 •12.1 1274 2696 20 538 If44 64 1332 905 1332 200 2150 905 20 200 2789 155 1334 690 1334 20 0219 1 690 20 200 1 146 7 8 1336 729 146 17 6 2596 692 20 24.0 1213 7,9 1338 21 B7 1338 200 BE 5 2.18720 20.0 1873 112 134 3701 134 200 141 l 3.701 20 2110 178 1 42.0 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-154 L-157 Ordinance 3230 Exhibit A Page 777 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD Ave11sb1e Flow at CeiDcol Ns , Critical Nada Presawe Critical NM, Des[ga I]- Design Pressure Deslgo Flre Node Critical Pipe Dyd-i(bpm) 1D (W Head(Il) (gpm) (psi) Pressure(py) Critical Pipa D3 Velaelly(FNs) 1340 4286 1872 -10.2 2017 2883 20 78,0 1206 122 1342 4062 146 -224 167.4 2.574 20 67.7 1613 7.0 _ 1344 2072 1178 19.1 206,1 1054 20 21.0 P199 10,7 1346 2155 146 19.5 264.0 2,134 20 21.7 1149 104 1348 4117 146 .16.1 181.8 2,134 20 77.0 1182 153 1350 789 146 13.5 250.1 692 20 29.0 1152 10,4 1352 1159 146 123 2474 997 20 33.1 2045 109 1354 1079 1356 15.5 180,0 1.034 20 24.5 1154 17.2 1356 714 1356 20.0 190.3 714 20 20.0 1153 18,2 1358 2553 1358 20,0 219.7 2,553 20 20.0 1165 6.9 136 4239 228 18.2 291.7 4,037 20 273 2581 27.0 1360 3813 1358 -7-5 1562 2,902 20 47.5 1861 6.9 1362 1541 1367 20(7 1675 1,544 20 20.0 1155 29.7 1364 4309 758 -0.6 198 8 3,289 20 47.3 1464 9A 1366 1574 1366 200 1812 1,574 20 200 1157 IQ0 1368 3447 1368 200 123.8 3,447 20 200 1478 166 1370 4449 758 -1.7 1962 3,374 2D 54.2 1862 10.4 1372 4468 758 -9,4 178.6 3,133 20 59..0 1852 6.6 1374 3861 758_ 4.2 190,4 2,795 20 50,2 1446 WH 1376 4399 758 -8.5 IB6,7 3,103 20 59,0 1851 67 1378 3552 758 5.9 1867 2,521 20 51.5 1445 9,9 138 3]40 140 198 125,8 3,736 20 2Q2 2578 21,3 138D 5939 758 -387 110.9 3.48D 20 94.1 1845 5,0 1382 5857 758 -31,9 1266 3,580 20 89,2 1435 54 1384 4413 758 -6,6 184.9 1174 20 50.9 P469 7.2 1386 4659 758 -136 168.8 3,167 20 63.1 1 B5 60 1388 4294 1358 -11.4 131.1 3036 20 585 1863 64 1390 2720 758 11,7 227,2 2.380 20 344 1523 13.8 1392 3909 1358 -13.8 141,6 2.841 20 53.8 IS. 7.1 1394 7806 228 •121 221,9 4,599 20 91.9 1476 &6 1396 1567 2870 4.7 74.5 1,439 2D 35.3 1168 23.4 14 4264 1670 4.5 226.2 3,424 20 43.5 2109 118 140 3355 140 20.0 1262 3,355 20 20.0 179 38.1 1402 3371 1586 198 159.7 3.357 20 20.6 1170 16.4 1404 3402 1404 20,0 146-2 3,402 20 200 1473 17.9 1406 7076 228 I.] 253.6 4,888 20 43-3 2629 5.0 1408 2312 1408 20.0 255.7 2.312 20 20A 1703 116 1410 2297 1410 20.0 256.6 2,297 2020.0 1174 13.1 1412 3670 1412 2QO 297.2 3,670 20 20.0 2602 5,3 1414 4169 1412 183 293.3 3,784 20 22.9 1175 13 1416 4732 228 153 2850 4,212 20 39.3 1177 538 1418 4831 228 13,9 281.7 4,165 20 43.8 1177 45,3 142 3979 142 20.0 136.2 3.979 20 20.0 2576 30.6 1420 1667 _ _ 1420 20,0 95-4 1,661 2D 20-0 1178 17.4 1422 1505 1422 2010 1010 1.505 20 2(10 1584I].1 1424 1392 1424 20.0 962 1,392 20 20.0 1179 15.8 1426 4117 146 46.1 181.9 2,735 20 1 770 1182 15.7 1428 3584 146 3.4 2269 2,835 20 58 2 2653 1 25,7 1430 3403 146 4.1 228.5 2.717 20 57.0 1185 1 19.5 1432 1654 1432 20.0 274.7 1,654 20 20.0 1183 9.4 1434 2020 228 14.7 283.6 1436 20 25.3 P521 46 1436 2308 228 69 265,6 1,1114 20 336 P525 45 1438 1330 2274 182 2784 1,289 20 22.0 1715 58 144 3444 144 20,0 1 135,5 3,444 20 20.0 ISO 39.1 1440 623 1440 20.0 261.6 623 20 260 1697 9,3 1442 719 1468 19.5 256.9 712 20 05 2 1659 123 1444 603 1444 200 256.2 603 20 20.0 1186 15A 1446 715 1468 191 2575 712 26 202 1187 11 144B 736 1448 20.0 243.0 736 20 20D IIBB 84 1450 949 1448 11.9 224.2 843 20 28.1 1713 9.6 1452 1257 228 17.1 289-1 1,186 20 23.1 1189 65 1454 3571 268 -30 203-7 2,529 20 542 1190 52 1456 969 1458 11,3 2U-2 831 20 287 1723 5.7 1458 775 1458 20.0 296,2 775 20 20.0 )191 4,4 146 539 146 20.D 2652 539 20 20.0 187 3A 1460 871 1462 17.3 29D 0 R27 20 219 1202 5,2 1462 799 1462 20.0 2962 799 20 20.0 1192 4.8 1464 949 1466 14.4 283.2 854 20 26.4 1193 5.2 1466 796 1466 200 2962 796 2c 20.0 1194 4A 1468 711 1468 20.0 258.1 ill 20 20.0 P491 5.9 1470 1157 1474 18-0 279.6 I'm 20 22-1 P29 52 1472 1 1088 1472 200 2826 LOBS 20 20.0 1197 50 1474 1092 1474 20,0 280.3 1 1,092 20 20.0 1199 5.1 1476 897 1462 193 294,6 1 884 20 20.8 1201 60 1478 4323 1872 41.2 200.4 2,882 20 7&S 1607 89 148 5572 228 4.2 259.3 3,984 20 41.6 2797 76 1480 4086 1872 49 214,9 2,887 20 735 1207 10.5 1482 3394 1872 10.0 249.3 2,853 2D 49.82651 31,3 1484 3444 146 2.3 224.2 2,696 20 57.3 1209 17.9 1486 1567 1486 20.0 1850 1,567 20 200 1212 17.8 1488 1 6960 1872 -46.9 1182 3,667 20 97.8 1217 11.7 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-155 L-158 Ordinance 3230 Exhibit A Page 778 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD ID Avellahle Flaw el Cdd,.1 Nad, Crilicel Node Prcsave Crilicel Node Deai4a Flow N i,.Pceuace Deaiea Fire Node Critical Fipe Hydnal(bpm) ID (00 Head(0.) Qp-) (ml) Pe..(Rd) Ccil(cal Pip,ID Vel0elly(Ns) 1490 8373 1872 -59.5 8&9 3,966 20 406.1 2574 7 6 1492 8183 1872 563 96.4 3,932 20 1067 2573 84 1494 2726 1422 12S 819 2.616 20 27.5 1220 15.9 1496 4269 1872 -95 204.3 2,892 20 77.2 1225 116 1498 4090 1872 -50 214.8 2,891 20 73.0 1224 6110 IM 665 130 20.0 1911.1 66s 20 200 195 1 L 1500 4542 1872 179 184-9 2.894 20 817 2793 14.3 1502 3779 1872 25 232,1 2,892 20 63.7 1226 1&5 1504 998 1504 2110 87.2 998 20 20.0 1279 25.6 1506 643 2936 19.8 74.7 642 20 20.2 1228 165 1508 642 1896 16.3 66.2 630 20 23.7 2992 7.2 1510 530-/ 1872 4.6 2370 4228 20 %-0 1230 18.1 1514 4698 1872 229 173-4 2,909 20 H7.5 1231 186 1516 5329 1872 37.8 139.0 3,073 20 94-0 1232 19.6 1518 5589 1872 -4i2 122,0 3,073 20 97,9 2269 12.7 152 1715 146 14.7 252.9 1,543 20 33,5 2791 15.9 1520 5614 1872 45.1 122,1 3,086 20 97,8 1346 1 7,8 1522 1840 1522 200 923 1,M40 70 20.0E1474 lig 1524 6379 228 -5.7 236.7 3,995 20 68.1 8,4 1526 6921 758 -240 144.9 4,494 20 78,2 66 1528 1020 758 •31.{ 1'_&3 4,343 20 86,8 65 1530 7010 758 -37 1 114,7 4,182 20 93,6 64 1532 6083 ].58 270 1380 3,847 20 85.5 7.2 1536 1587 1536 200 2162 1.587 20 20.0 127 1538 2683 1538 20.0 1780 2,683 20 20,0 14.6 1540 2019 1540 20.0 219A 2,019 20 20,0 1563 14.8 1542 3168 1544 19.6 1857 3,155 20 204 2564 1Il 3 1544 3001 1544 20,0 186.6 3,001 20 20,0 2215 192 1546 1688 1546 20.0 180.1 1,688 20 2Q0 2217 316 1548 2951 1548 20.0 178.4 2,951 20 20.0 2219 9.7 1550 1018 ISsO 200 114.2 Lots 20 200 1310 167 1552 4872 1872 -39,1 1361 2,726 20 94,0 1338 5.3 1554 4230 1872 23.0 1]3.2 2,558 20 71.3 1309 63 1556 1744 1556 2010 114.3 1,744 20 20.0 1426 18.4 15581194 2924 13.1 316.2 1.131 20 26.9 2558 5.2 156 11,16 2696 13.9 311,0 1065 20 26.2 214 12,.i 1560 1272 2924 3.7 294.5 1,130 20 363 1246 13 1562 1302 2924 QI 286.2 1331 20 40.0 2552 40 1564 1452 IS64 20.0 201.3 1,452 20 2010 1572 15,1 1566 1334 1566 20,0 182,2 1,333 20 20,0 1251 88 1568 1075 1872 15.6 190.4 616 2057.0 3032 53 1570 3840 1872 13.1 256.4 3,397 20 39.4 2913 22.7 1572 3419 1572 20.0 108.7 3,419 20 20.0 1494 224 1576 6815 228 -10.0 216.7 4,123 20 6&I 1313 62 1578 1332 1578 200 1611 1,332 20 20.0 1412 19-7 ISBO 553 1580 200 1521 1 553 20 20,0 1257 14.1 1582 6922 228 -11 244.8 4.556 20 56.2 1821 8.8 1584 1324 1322 93 1724 1,201 20 30.7 1259 1&3 1586 1897 1586 20.0 160.9 1,897 20 2010 1272 14,1 1588 2894 1SHH 2010 169.4 2,894 20 2010 2221 15.3 1590 3996 758 106 224.6 3,466 20 33,9 1461 11-6 1592 3469 1936 195 2014 3,451 20 10.5 1462 12.H 15% 871 1596 20 0 171.3 871 20 20,0 1268 128 1598 1675 1598 2010 164,2 1,675 20 200 1281 15.7 160 .1121 2696 13-2 309.4 1,065 20 263 212 {21 1602 3548 1(H12 200 1'11,8 1.148 20 20,0 1274 169 1604 6485 lie -23.1 146..9 4,222 20 85.5 1581 8.2 1606 6302 758 .173 160.4 4,273 20 81.2 1276 go 1608 6151 758 •12.5 171.4 4,324 20 77,2 1277 7,8 1610 6230 758 •15.0 165.6 4,296 20 79.4 1385 7.9 1612 1714 1612 200 256,2 1.714 20 20,0 2889 121 1614 1849 1614 20.0 25&0 1,849 20 2010 2890 14.7 1616 1580 1616 200 94.4 1,580 20 2010 1376 27.1 1618 2611 1618 200 176.2 3;611. 20 20,0 1470 13.9 162 1173 2696 121 306.8 1,105 20 27.9 1551 12.6 1620 1851 1212 16.1 145.7 1,729 20 2819 1517 15 5 1622 1420 1212 17.7 160.9 1,395 20 22,3 1282 15,8 1624 5782 228 10.1 273.1 038 20 60.1 1578 166 1626 2843 1626 200 56-2 2,843 20 2010 1284 32.3 1628 5638 758 1.8 204.3 4,507 20 49.6 1585 98 1630 2725 1630 200 123 2 2,725 20 20.0 1285 19.7 1632 1276 2696 11-2 304.7 1,197 20 28.9 1286 13.6 1634 1111 2696 9.9 301,8 1,220 20 30.1 2546 9-4 1636 821 1770 103 230.1 703 20 29.7 1358 017 1638 3206 1640 18.5 220.2 3,135 20 21..6 1565 93 164 3604 164 200 286,2 3,603 20 20.0 217 17.3 1640 1858 1640 200 223.7 1,858 20 20,0 1291 15,9 1642 6172 228 -3.124'_.6 3,987 20 58.5 1591 8.9 1644 2592 1872 3 3 235.0 1,953 20 41.2 1307 ILL 1646 2773 1872 -49 215.1 1,887 20 49.8 2886 104 1648 912 1596 14 5 1587 871 20 26.h 1296 99 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-156 L-159 Ordinance 3230 Exhibit A Page 779 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD Ill Avallahle Flow al C,WmI NMe Critical Nada Pressure CAlkA Nade Design Flow Deslga Pressure Design Fire Nade Cti1d+71 Plpc TD CHUM Plpe Hydrant(gpm) ID (psi) Heed(fl) (gp.) (Psi) N_(Psf) Velocity(ft/.) 1652 6353 228 4,0 259.9 4,602 20 74.0 1299 52.2 1654 1325 2924 4.3 295.9 1,183 20 38.8 1302 13.4 1660 3772 1296 -52 268.0 2,209 20 54.3 2611 52 1662 2763 1296 173 3199 2,525 20 296 :358 11,6 1664 2218 1458 11.5 276.6 1,876 21 29.5 P529 4,9 1666 1217 1666 20.0 284.0 1,217 20 200 1647 13.9 1668 1263 1668 20.0 259.3 1243 20 200 1662 9.5 1670 624 1670 20.0 261.9 623 20 20.0 1648 9S 1672 1367 1672 200 3062 1,367 20 200 1649 5.9 1674 1352 1679 20,0 306,2 1,352 20 200 1743 9.1 1676 1316 2198 19.6 3019 1.499 20 204 1707 79 1678 962 1678 20,0 306.2 962 20 20.0 1651 109 1680 1418 1682 20.0 306.2 1,419 20 200 1655 16.1 1682 1041 1682 20.0 3062 L041. 20 20.0 1652 H-8 1684 1554 1689 199 308,8 1,530 20 20.6 1766 10.4 1686 1980 1214 16.2 220.4 1,790 20 23.8 1657 203 1698 969 1688 20.0 310.2 968 20 Alf) 1658 11.0 69 1690 1083 10 200 253.9 1.083 20 200 P545 10,4 22 1692 16 1459 11.4 276.3 1,870 20 28.6 P527 4,7 1694 7285 228 -5.3 2375 4,575 20 507 1664 4.3 1696 707 146 S9 23'.7 549 20 34.1 2532 3.5 1698 3936 1872 -15.7 1901 2,513 20 62.3 1441 6.4 170 3359 146 2.8 225.5 2,634 20 563 26U 1.5..7 1700 1626 1700 20,0 116.8 1,626 20 200 1942 18,2 02 1702 1630 17 20,0 126,0 1,630 20 20.0 2006 113 1704 1650 1704 200 131.5 1,650 20 200 2007 11,9 1706 1755 1706 20.0 126.8 1,755 20 200 2008 13 3 1708 3885 146 .11.8 191.7 2,659 20 73,7 1952 11.3 1710 _ _ 3358 582 -9.3 1 124.6 2,657 20 54.9 2011 9.2 1712 3533 582 -14.7 112.0 2,705 20 60.0 203259 1714 3787 582 -24.8 888 2,741 20 683 1977 11 1716 2711 582 162 183.3 2,612 20 266 2012 15.7 1718 1757 1719 200 808 1,757 20 20.0 2029 10..9 172 4189 146 -25.1 161.0 2,595 20 71] 2538 64 1720 1746 2409 i91 983 1,729 20 21.9 2013 10.4 1722 1617 146 167 2574 1,509 20 2&6 203 68 1724 1547 146 179 2602 1,479 20 25.6 2014 66 1728 3359 582 -10.3 122.3 2,640 20 55.8 2911 &6 1730 3326 582 -9.9 125.5 2,637 20 55.2 2017 103 1732 3369 582 107 121.3 2,641 20 57.9 2643 1 AI 1734 3366 582 -107 121 3 2439 20 57.9 2644 9.7 1736 3359 582 .10.7 121,3 24633 20 57.8 2020 85 1738 3373 582 -10.9 1209 2,642 20 58.0 2663 72 174 HOUR 2280 16.6 307.0 7,119 20 23-6 2752 10.7 1740 2954 582 109 171.1 2,715 20 35,4 2024 134 1742 1667 1742 20.0 79.2 1,667 20 20.0 1960 1 f.2 1744 1203 1744 203 70.4 1,203 20. 20.0 P239 193 1748 1909 1748 200 722 11909 20 20.0 1986 137 1750 1868 1750 ZO.0 762 1.868 711 20.0 2028 13.1 1752 3772 5112 -24.3 99.9 2,737 20 68.0 2031 24,8 1754 1594 1754 20.0 114.2 1,584 20 20,0 2034 184 1756 1197 1756 200 985 .1,197 20 20,0 2035 136 1758 4463 146 -29.3 151.4 2,704 20 _ 86.5 2037 7.9 1160 4362 146 -21.9 168.5 2,791 20 830 2038 l.8 1762 661 1762 20.0 2162 661 20 209 2040 75 1764 3376 582 -122 117.8 2,621 20 59.0 2048 68 1766 3347 582 .11.0 120.7 2,619 20 58.1 2641 128 1769 882 1770 84 2'_5.8 735 20 347 1570 12.7 1770 639 1770 200 251_,5 639 20 20.0 1304 7.3 1772 2784 1872 5,9 240.0 2,189 20 37.8 1502 4.1 1774 4204 1972 -226 174.2 2,34H _ 20 711.4 13(19 4A 1776 1290 1716 200 1362 1,290 20 200 1436 114 1779 1094 1778 2O0 1289 1,094 20 200 1348 167 1780 6480 228 -6.6 234.5 4,067 20 61,0 1411 7.0 1782 2416 1782 209 1713 2,416 20 20.0 1312 27.4 1784 3219 1784 200 109.2 3,219 20 20.0 2181 208 1796 2412 1786 200 1(16.2 2,412 20 20,0 1315 21.1 1788 783 1790 159 126.2 761 20 24.2 1506 19.5 1790 737 1790 200 135.8 737 20 20.0 1317 8.4 1794 2571 1306 186 I(13.f) 2,550 20 2 1 A 1318 218 1796 2756 1306 188 103.5 2,737 20 21,2 2224 31.2 1798 2561 1798 200 77.3 2,561 20 20.0 1319 18.2 18 4041 1670 93 237.3 3.437 20 199 2110 15,7 190 6305 1354 -26.8 194.1 31197 20 66.8 P489 3,8 1800 7381 228 .7.3 2333 4,574 20 69.4 1587 8 5 1902 4886 228IND 1 2913 4,637 1 20 29.7 1361 354 1804 3922 1804 200 962 3,922 20 20.0 1321 44.5 1906 5304 228 ISO 284,3 4.683 20 42.5 1497 217 1808 4243 21196 lig 1111,2 -0,145 20 243 _ 1322 29.] 1810 6050 758 -27 4 137.1 3,814 20 863 1324 6.9 1912 2597 1 1812 200 2619 2,593 20 1 20.0 2837 25.9 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-157 L-160 Ordinance 3230 Exhibit A Page 780 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD tD Arellallle Flaw el Critical Node Critical Node Pressure Celdcal Node uIwRa Flow DeMan Pressure Deslg,Fire Node CH&A Pipe ID Crllleal Pipe Hydraai(gpm) 1D (psi) Head(ft) igp-) IR i) Pressure(µi) Yelocily(14x) 1814 5497 758 1.9 204.6 4380 20 60.9 2H91 19.5 1816 4885 758 04 201.0 3,814 20 62.7 1325 43.3 IBIS 2450 1818 20.0 80.1 2,450 20 20.0 1326 279 1820 •1142 2924 -15.6 2500 1.117 20 21..3 1429 12.7 1822 1098 1822 20.0 2738 1,098 20 20.0 1327 125 1824 1659 1422 16 5 93.1 1,62fi 20 23.6 1329 18,5 1826 2210 1826 200 321.1 2.210 20 200 1331 25.1 1828 5948 758 -301 130.7 3,679 20 893 1332 6.0 1830 4108 758 15,7 236,4 3,847 20 333 1333 43.7 1832 1398 IN32 211.0 144.3 1,398 20 200 1335 119 1834 6076 220 -2.3 2445 4,021 20 51_9 1372 6.9 1836 3967 1670 12.7 1 245.1 3,541 20 309 25141 229 1838 5426 718 56 213.0 4,504 20 442 1337 H.2 184 6229 1354 -23.2 2022A 31211 20 64.8 283 9.6 HJO 5392 1872 -47.4 116.8 2,938 20 1008 2614 73 L Nd2 21D4 1842. ZOA 206,o 2.074 2.0 20.0 1339 18.2 1844 3065 1844 20,0 2242 3,065 20 2110 1368 17,5 1846 1116 1846 20,0 1842 1.715 20 2(LO 1340 195 11448 5083 758 9.5 222.1 4.382 20 48.4 2765 15.2 1850 5043 75H 10.2 223.8 4,382 20 47.0 2764 28.0 1852 5074 758 9.7 222,5 4,382 20 1 4R1 216H 14.4 IH54 4995 75H 11.l 225.7 4.382 20 45,3 2767 28 0 1856 2965 1856 200 109.2 2.965 20 20,0 1345 2X9 1858 2123 1859 20.0 1022 2,122 20 2(10 1341 24.1 186 4667 1354 29 262.8 3,213 20 52.3 2777 13.1 1860 3720 IH72 15.1 261.0 3,398 20 346 2912 17.7 1962 3615 146 -22 214,0 2,710 20 66.1 1347 21.0 1864 985 1864 20.0 106..2 885 20 200 1349 226 1866 1883 1790 13.0 119.8 1,798 20 27_0 1350 16.9 1868 1860 1790 122 117.8 1,766 20 27,8 1351 29.9 IN70 803 1872 5 6 2392 596 20 34.4 1520 6.8 1872 505 1872 200 272.4 505 20 20.0 1353 .5.7 1874 1070 1972 -15.0 191,9 617 20 569 1355 12.1 1876 1268 2924 108 311,0 1,183 20 325 1356 114 1878 5169 228 15.6 285.8 4,628 20 39,2 1436 23.5 188 4355 1354 7.3 2739 3,21, 20 _ 516 287 0.1 1880 7373 228 -72 233.2 4,574 20 692 1588 82 1882 7808 228 -12.2 1 221..7 4,596 20 88.3 1365 93 1884 3414 1994 200 75,8 3,414 20 20,0 1.164 38.8 1886 7812 228 X122 221.6 4,592 20 83.2 1477 7.3 1H88 3077 1888 200 226.2 3,077 20 20,0 1369 18.5 1990 3318 1RIN) 200 226.2 3,31H 20 20.0 1310 238 Itl92 5543 228 3.3 257.3 3,954 20 42.0 1371 7.0 1894 5521 228 3,5 257,8 3,951 20 41.6 1825 6,4 1996 619 1896 213.0 74,8 618 20 20.0 1377 7.0 1898 636 1896 179 1 69.9 630 1 20 22.1 1378 7.2 1'30 2022 1354 0.1 2541 1,436 20 39,9 2410 5 9 1900 13147 1402 5 6 MA 1,276 20 34 4 1379 1 17,4 1902 1067 1902 20.0 117.9 1,067 20 20.0 1380 12.1 1904 1372 2870 9,7 96,2 1,294 20 30.3 1382 14,7 1906 77711 1972 -37.8 139.1 4,174 20 tl8.6 2638 7.0 1908 6027 1872 -73 209.4 4,174 20 71.2 2248 26.6 1910 7612 228 -99 227.0 41602 20 92,6 1381 92 1912 3313 1912 2110 216.2 3.313 20 20.0 1554 10.4 1914 3150 1914 20.0 214.6 31158 20 20.0 1384 11.4 1916 6298 758 .17.2 1606 4,274 20 81'.1 I'M 9D 1919 6700 75N 30.0 130.` 4,170 20 89.7 H119 8A 192 1767 1354 5.7 269.2 1,358 20 34.5 P371 46 1920 3615 1920 7A0 115.3 3,615 20 20.0 1393 21,0 1922 3919 1922 111(1 1441 3,818 20 20.0 1472 14_8 1924 3669 1924 20.0 111.5 3,669 20 20.0 13')4 225 1926 4570 758 16.0 237.2 4,282 20 31,4 1553 21,5 1928 2494 1928 20.0 107.2g2.494 20 20.0 1395 285 1930 HIK) 1930 20.0 161_.1 20 200 2898 21,9 1932 4388 2124 9,0 20HA 20 327 7509 6.5 1934 4443 2124 6.5 204.9 20 34,3 2193 7.8 1936 3094 1936 20O 202.4 20 200 1463 I1-6 1919 5994 7-58 -29.2 132.9 20 87.7 1410 5.9 194 1529 1354 13.6 2X7,5 20 265 2291 4.0 1940 2439 1940 20.0 156.2 20 20.0 1822 22.6 1942 668 1942 200 1062 668 20 20,0 1415 17.1 1944 2133 1944 200 151,0 2,133 20 20.0 1417 242 1946 3860 1872 127 255.5 3,394 1 20 40.3 1419 23.0 1948 2451 1940 200 962 2,451 20 20.0 1420 27.8 1950 1504 1950 200 176.1 15(14 211 20.0 2467 96 1954 3248 1954 200 293.9 3,248 20 MCI 1 2469 17.4 1956 1300 1956 20.0 119.8 1,300 20 20.0 2569 18.9 1958 8221 1872 -56,9 9d.9 3,940 20 1063 2571 8.5 1960 3394 1872 -05 215.9 2,392 20 49.7 1423 6.4 1962. 2337 1962 200 177.9 2,337 20 260 1424 26.5 1964 2443 1964 20.0 101-1 1 2443 20 21111 1509 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-158 L-161 Ordinance 3230 Exhibit A Page 781 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD Available Flow el CHO-1 Node CriW-1 Node Pressure CriOeal Nd, Design Flow Dcdgn P-- Design Fire Nade Cr30ca1 Pipe 137draal(gpm) 1D (psi) Head(It) (gpm) (Pai) p-(10) Crlllral Pipe ID Velaelly((Hs) 1966 1231 2924 7.0 3012 1.117 20 33.0 1514 L6 1968 1246 2924 5.1 297.7 1.1,57 20 34.9 1515 4 6 1970 112 2924 13.4 316 2 1A8 20 26,9 1430 12 2 1972 4207 758 8.6 220.1 3580 20 496 1434 406 1974 5882 758 -29.2 132,8 3,658 20 87.6 2895 5.8 1916 7268 228 -5.2 237.8 4,629 20 811 1475 9A 1978 4105 146 -23.9 1638 2,575 20 68,9 1431 58 1980 5453 228 7,5 267.1 4,186 20 54,4 2884 20,0 1982 5156 228 10,7 274,4 4.186 20 40.4 2252 47.5 1984 7397 228 •15.0 215.1 4,259 20 77_7 2640 &1 1986 5532 228 6.7 265.1 4,189 20 55.9 2253 35.9 1990 3163 758 -4.7 189.3 2.270 211 403 1444 8.7 1992 2368 758 9.0 221.1 1,983 20 33.3 1573 130 1994 5258 758 6.4 214,9 4,381 20 54.0 2893 87 1996 5304 758 5.5 212.9 4,391 20 55.4 2894 90 1998 2351 1998 20,0 236.2 2,350 20 20.0 1453 13.4 20 3894 1670 11.9 243.2 3,420 20 35.4 2119 14.6 2000 2251 2066 20.0 235.9 2.251 20 200 1454 12.7 2002 1563 2002 20.0 225.5 1,563 2C 20.0 1459 12.1 2006 1487 2006 20.0 1969 1,487 20 20.0 1465 94 2010 6870 758 1 -20.7 152.5 4,563 2C 75.4 2873 7.0 2012 7151 228 -3.6 241.5 4,646 20 86.1 1486 102 2014 6727 228 u 252 2 4,655 20 79,6 1481 10.6 2016 2390 2016 20.0 63.6 2.390 20 20.0 1 1482 27.1 2018 3851 2018 20.0 117.7 3,851 20 20.0 1494 20,6 2020 2911 2020 200 177.8 2.911 20 20.0 2218 18.6 2022 2947 2022 200 178.8 2,947 20 200 2220 17.2 2024 3161 2024 200 1844 A161 20 200 2.566 13.1 2(126 2950 2026 200 1782 2,950 20 200 2221 1219 2028 3509 2028 20,0 163.6 3,509 1 20 20.0 1605 27.3 2030 3351 2030 20.0 164.0 3,351 20 20.0 1485 25.1 2032 6294 22H 5 5 262 4 4,653 20 71 0 1486 37.5 2034 4524 2034 200 843 4,524 20 200 1 1489 283 2036 2951 2500 19.1 104,3 2,937 20 20.9 1492 15.0 2038 3072 2038 200 96,.2 34072 20 2U.0 1493 19.3 2040 3601 1872 176 2670 3,440 20 27.7 1495 17.2 2042 4329 1872 5.8 239.6 3,523 20 55,1 1498 17.2 2044 1372 2908 102 1300 3,334 20 22,2 1497 21.1 2046 4241 1872 7.4 243-3 3,507 20 49.7 1499 24.6 2048 1 6307 228 5.4 2623 4,661 20 70,9 1500 15.5 zolu 2376 1872 164 2641 2,202 20 25,5 2547 991 2052 2943 1872 2.0 230.9 2,210 20 41.5 1568 5.6 2054 1054 1872 -13.5 195.0 617 20 64.8 1503 7.0 2056 1032 1872 -11.4 199.9 617 20 6H.4 15(14 7.0 2058 577 2058 20-0 1262 577 20 20.0 1507 14.1 2060 1111 1872 -15.6 1902. 637 20 56.5 1522 13.5 2064 lisl 20(A 20.0 126.2 1,{81 20 2U.0 1512 134 2066 2141 2066 200 71.6 2.141 20 20.0 P325 243 2068 2138 1212 10.3 1419 1,986 20 29.9 1518 1 18.4 2070 2702 1212 92 143,1 2,493 20 31.9 P447 13.6 2072 599 1872 200 272.3 598 20 20.1 1521 6.8 2074 2644 1872 -5..5 2115 {,771 20 50.7 2887 18.2 2076 2780 2076 200 299,2 2,780 2D 20.(1 2470 11.3 2078 2443 2738 20.0 296.2 2,443 20 20.0 P121 11.2 208 3033 2124 _ 20.0 1236.2 3,033 20 20.0 2375 120 2080 1339 2924 1.0 188-1 1,171 1 20 40.6 1525 69 2084 7082 758 -35.0 119.4 4,278 20 92.1 1528 7.3 2086 6765 758 -27.6 1365 4,278 20 87.7 1529 27.3 2088 3983 1872 14.7 2fi0.2 3,626 20 37.0 1530 28 N 2090 3069 2094 15.0 170.4 2,950 20 25.3 1531 19.7 2092 5389 738 15 2037 4,274 20 61.5 1535 485 2094 2822 2094 20,0 181.9 2.822 20 200 P503 1063 2096 3566 2096 20.0 119.7 3,566 20 200 1540 26,9 2098 3915 2098 20.0 1204 3,815 1 20 20.0 1542 17.8 210 1789 210 20.0 1276.2 1.789 20 20.0 P179 11,4 2100 2390 2102 200 2862 2,390 20 20.0 2472 98 2102 2323 2102 200 2852 2,323 20 20,0 247] 148 2104 3312 146 6,0 232--9 2308 20 54.6 1545 180 2106 3267 146 7.4 2360 L711 20 52.4 1546 1 17.1 2108 1473 2924 -06 284.5 1,281 20 40.7 2545 7.7 2110 1429 2924 •41 2705 1.21A 20 44.6 154N 9.9 2112 2308 2114 1L2 84.1 2,200 20 21A 1549 25.0 2114 1850 2114 20,0 104A 1,850 20 20,0 1550 21.0 2116 5888 758 -29,1 133,1 3,665 20 87,6 2996 5.9 2118 4370 758 7.7 218.0 3,665 20 51.9 1552 4L.6 212 452 212 20.0 273A 452 20 20.0 303 11.6 2120 3012 21211 2C.0 232.0 3,012 20 20.0 1557 97 2122 3011 2126 20.0 2362 1011 20 20.0 1559 1%6 2124 254fi 2124 20.0 2362 2,546 20 20,0 IS60 167 2126 2830 2126 20 0 236 2 2,830 20 20.0 1561 19.1 2128 2605 2128 20 0 224 l 1 2,685 1 20 2010 1562 13.9 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-159 L-162 Ordinance 3230 Exhibit A Page 782 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD {D Arslable Flaw el Critical Node Critical Node pressure Cr314cu1 Node MAgo FlowDesBn Pressure Desgn Fire Node Critical M 3D CrlOcal pipe liydrunl(gpm) 1D (psi) Bead(tt) (gpm) fps) I.,-Ips) Vel«ity(fth) 2130 2945 1872 20 2308 2,210 20 41S 1569 5.3 2132 1938 758 P,I 2026. 1,474 20 392 1573 213 2134 1425 758 18,2 2422 1,379 20 21.8 1574 69 2136 6123 228 70 265,9 4,646 20 681 1577 122 2138 6491 758 -23.3 146,4 4,220 20 956 1580 32.8 214 1994 214 20.0 2510 1,994 20 20C 307 10.4 2140 5526 758 -26 194.3 4,220 20 668 1582 47.9 2142 2958 2142 200 56.2 2,958 20 200 1581 33.6 2144 6211 758 -9 3 17&7 4,498 20 629 1586 10.4 2146 5968 228 46 248A 3,983 20 51.8 1593 8.7 2148 5719 228 2.4 2550 3,981 20 45.5 1829 8,2 2150 4666 2150 200 163.0 1 4.666 20 200 1596 24.8 2152 4651 2152 20.0 1636 4,651 20 20,0 1596 27.8 2154 5143 228 17.7 2916 4,839 20 29.9 1599 18 7 2156 3979 2156 20.0 86.2 3,979 20 20.0 1600 273 2158 5812 758 .1.1 197,6 4,504 20 65.0 1601 Ifi.0 216 2755 210 12,7 2594 2484 20 28.2 2421 103 2160 5960 758 -64 185.6 4,407 20 71,2 1598 13.1 2162 2878 146 161 256.2 2,696 20 321 1615 30-6 2164 1402 228 198 2953 1,395 20 203 1617 11.0 2166 1370 228 19.6 2949 1,357 20 2(L5 1616 10.4 2168 1274 228 17.1 289.1 1.201 20 23.1 1618 7.8 2170 1139 228 16.(1 288.1 I'm 20 23.5 1619 6-6 2172 1155 228 17.6 2905 1.101 20 22.5 1713 8.4 2174 1290 2174 20.0 276.2 1,290 20 2060 1621 &8 2176 1223 2176 200 2787 1,225 21) 2D0 1620 7.2 2178 2210 228 11.5 2762 1,867 20 28.6 2781 62 218 2128 2840 200 2562 2,128 20 20 0 2422 9 4 2180 2151 228 11.3 275.7 4.116 20 28.9 P519 21 2182 2391 228 4.5 2602 1217 20 362 1624 2 7 2184 305 2184 20.0 2962 305 20 200 1 1627 78 2186 1350 2186 20.0 2663 1.349 20 20.0 1752 ]i'-7 2188 2279 1134 20.0 2762 2,279 20 20.0 1751 149 2190 1392 2190 20,0 298.6 1,392 20 20.0 1630 8.0 2192 1269 228 1616 288.1 1,187 20 23,5 1631 16 2198 978 2198 20,0 302.8 978 20 20,0 1633 11.1 22 3862 1670 12.5 244,6 3,418 20 34,4 2112 14A 2200 6921 228 Q4 2598 4,988 20 39-7 1635 5 6 2202 2543 2202 20,0 1 2612 2,541 120 20.0 3024 10.5 2204 2573 2204 20.0 1 262A 2,573 20 200 2409 10.6 2206 6960 228 37 258.2 4,958 20 40.8 1698 5.5 2208 2588 2208 20.0 261.9 258) 20 20-0 2902 114 2210 3865 2210 20,0 56 2 3,865 20 200 2717 24,7 2212 1 5212 758 7.2 216.8 4,381 20 526 1 2719 8.4 r 496 2214 2010 294,7 496 20 20.0 1705 12.7 1796 2760 19,7 297,6 1,783 20 204 2779 8 9 2468 1354 -0,6 254.7 1,733 20 46A 2399 7.1 975 2224 20.0 276,2 975 20 20.0 1731 11.1 886 222420.0 7.76.2 8R6 20 20.0 1711 10:1 1311 2226 2010 269A 1..311 20 20D 1715 6-1 20fi2 2228 20.0 19&2 2,062 20 20.0 1718 23.4 .3895 2230 20.0 226.2 3,895 20 2ti0 !721 18.8 2232 3382 2232 20.0 224.0 3,382 20 2. 1769 20.6 2234 6998 228 10 256.7 4,936 20 446 1722 5.3 2236 1858 2236 2010 186.2 1,858 20 20.0 1725 NA 2238 5020 228 17.3 289.6 4.670 20 27-0 1728 24.3 224 699 224 20.0 236.1 699 20 20..0 312 17.9 2240 1569 2240 20.0 2762 1,569 20 2C.0 1130 98 2244 1239 2224 1&1 271.9 1,205 20 21.8 1734 13,8 2246 3701 2246 20.0 2962 3.701 20 20.0 1735 14.3 2248 4742 1162 18.1 291.7 4,534 20 22.1 2676 10,8 2250 4586 758 17.2 2398 4,381 20 293 2722 49,7 2252 3698 1214 15,6 219.1 3,526 20 24.5 174R 19,1 2254 3480 2254 2019 222.2 3,480 20 20.0 1746 12,2 2256 3535 2256 20,0 217.5 3,535 20 20,0 1749 11.0 2258 3178 2258 20.0 1 2862 3.178 20 20.0 P151 26.3 226 1019 228 15,8 286.2 940 20 24.2 1763 6,0 2260 1479 2260 20,0 280.4 1.479 20 20,0 2974 118 2262 3251 2262 20.0 293.8 3,252 20 20,0 2469 111 2264 1069 2264 20.0 257.9 1,069 20 20 0 1755 12,2 2261 942 2266 200 246.2 942 20 20 0 1756 10 7 2268 1319 2274 17.4 276.6 1,263 20 22.8 P549 5.3 2270 1201 2270 20.0 2662 1,201 20 20.0 1757 116 2272 1128 2272 20.0 264.4 1.128 20 2010 1758 12.8 2274 1168 2274 2010 282.7 1.168 20 20.0 1160 7.1 2276 1166 228 IBL 291.6 4122 20 22.0 1761 88 2278 770 2278 20.0 1864 7711 20 200 2541 19.7 228 899 228 20.0 295.9 899 1 20 2010 794 5.7 2280 1998 ... ...L280 20.0 315.0 1,998 20 20.0 1765 100 2282 1907 2282 20.0 2862 1,9117 20 20.0 1768 17.9 2284 4194 2284 20.0 2215 1 4.194 1 20 26.0 1 1771 34.2 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-160 L-163 Ordinance 3230 Exhibit A Page 783 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD ID Available F-at CrOJ,.I Node CAIieW Nada Pressure CHOW Node Des4gn Blow Design Preasure Desgn Fire Nd. Critical Pipe Hydrant(gpm) ID (psi) Head(It) (gpm) (psi) Pressure(pW) 4.rltirW Pipe ID Velocity(oh 2286 4886 2286 200 21947 4,888 20 _ 200 1770 24,5 2288 1299 1448 1.9 Lill-2 1,f126 20 381 1772 11.7 2290 964 1448 10.6 221.3 943 20 29.7 1774 96 2292 6177 228 69 251.7 4,331 20 449 1779 72 2294 842 2294 20,0 261.1 842 20 10.0 17119 9.6 2296 2002 2296 20.0 254.8 2,002 20 20.0 1812 14.4 2298 1984 2314 14.7 2465 j,al] 20 253 1784 BL.H 230 3334 _ 2908 -0 8 66 2 2.951 20 40 X MAZ 176 700 2740 2300 200 241,1 2,740 20 200 1785 23.2 2302 5809 228 3.7 258.3 4,114 20 40.9 1794 710 2304 6031 228 3,3 257.3 4,236 20 42.0 1787 6.9 2306 2092 2306 200 2516 2,092 !0200 1791 13,5 2308 2141 2110 157 2562 1,964 20 24,3 179D 14,0 2310 1059 2310 20.0 2662 1,059 20 200 1789 120 2312 2572 2310 19.6 265.2 2,550 20 20.5 PI87 11.9 2314 1166 2314 2160 258.7 1,166 20 20.0 1793 112 2316 5862 228 3' 257.9 4.136 20 41,2 1796 6.7 2318 3128 2318 20.0 2304 3,128 20 20.0 1795 23.5 232 2773 29UH 123 116.4 2,642 20 27.7 796 169 2320 4220 2320 20.0 217.4 1 4220 20 20.0 1797 17.6 2322 4790 228 17,0 2889 1 4,420 20 27.6 P221 20 d 2324 1823 2124 20U 211.1 1,824 20 1 200 1799 208 2326 3062 2326 Me 230.2 3,062 20 20.0 1800 34 8 2326 5538 2211 4.7 260.6 3,993 20 395 1805 6.6 2330 1755 2330 200 216,8 1,715 20 200 1807 19,9 2334 1304 2334 2-0 241.8 1,304 20 20.0 1808 14.8 2336 3147 2342 187 250.3 3,078 20 21.4 IHU9 28,0 2338 4997 228 111.5 273.9 3.993 20 316 P539 23.7 234 2761 1212 166 158.2 1 2,688 20 216 1363 26,5 2140 2531 2342 17,11 248.3 2,441 20 222 Ie11 20.3 2342 588 2342 2(1 2534 5811 20 200 1810 15,0 _2344 2934 2344 200282.0 2;734 20 200 1814 120 2346 2801 2346 200 263.8 2,801 20 20.0 2442 12.1 2348 2765 2348 20.0 283.2 2,765 20 20.0 P139 11.3 2350 582 1322 1716 191.6 569 20 22.4 1824 14.6 2352 1191 1446 9 5 219.7 1,026 20 35.3 1828 116 2354 1195 H2 199 2031 1393 20 1 201 1830 136 2356 2697 2356 20.0 1301 2,697 20 200 2906 210 2358 1963 2360 20.0 562 1,963 20 20.0 1836 223 236 2454 236 20,0 156.2 2,454 21) 20.0 SUI 15.7 2360 1313 2360 20.0 562 1j13 20 200 1833 14.9 2362 1219 2362 20,0 60..0 1,211 20 20,0 1834 13.8 2364 1173 2366 17.2 562 1.357 20 '2'2.8 1942 13,2 2366 1001 2366 200 62.7 I'm 20 2010 1635 11,4 2369 2261 2360 200 56,2 2,261 20 20,0 1848 217 2370 3413 2372 200 56.2 3,413 20 2010 1646 IRA 2372 2772 2372 200 56.2 2,772 20 1 20.0 1837 31.5 2374 3104 2374 20,0 56,2 31104 20 20.,0 1838 35,2 2376 5694 758 -38.1 1133 3,321 20 93.8 1840 5.4 2378 5737 758 -38.0 112,6 3,354 20 93.8 PZ89 5.8 238 3082 238 200 122 1 3,082 21) 20.0 802 17.2 2360 3646 158 14,9 234.6 3.354 20 36.1IN41 38.1 2382 4952 758 -16.4 1624 3,321 20 799 1844 37.7 2384 5941 759 -394 110.1 3,474 20 94.3 1845 4.9 23116 1592 2386 100 56.2 1,592 20 20.0 1847 1.8.1 2388 3075 2388 20.0 59 2 3,075 20 20-0 1850 27,6 2390 4161 758 3,7 209,7 1311 20 59.4 P275 19.5 2392 5512 1 758 -35,2 119,1 3.261 20 89.7 1857 5 4 2394 4901 758 -19.5 155.3 3,198 20 6918 2849 53 2396 5505 758 -29..2 132,9 3,403 20 87.2 1855 9.2 2398 4690 758 -7.6 1826 3,381 20 61.9 1854 11-9 24 3323 406 158 191,3 .1,1y1 20 24.2 2588 16.6 240 3474 758 15,9 2369 3,234 20 30.0 2849 22.5 2400 5882 758 -394 110,1 3.432 20 93.4 1860 5,1 2402 5617 758 -37-1 114.6 3,291 20 92.2 1858 48 241k 5659 75H -17.1 114.6 3,320 20 925 2053 5,4 2406 4442 758 1.5 203,6 3.4H7 20 611,fi 1866 17,1 2408 1637 2408 20.0 927 1,637 20 20,0 IH70 12,9 2410 1599 2410 20.0 930 1,599 20 20.0 1870 21.3 2412 1615 2412 200 96.1 3,513 20 20.0 1871 12.9 24.14 1520 _ _ 2414 200 B62 1,520 20 200 1872 21-5 2416 2002 2416 200 84.7 2,002 20 20.0 1872 14.0 2418R307i 2420 105 801 1,497 20 2915 1999 27,6 242758 1.6 203.9 3,345 20 47,2 1156 1 0.1 2d 202420 200 101.9 1,277 20 20.0 1874 145 24222592 19.3 745 2,359 20 20.7 1875 18-1 2424582 -101 122.8 2,417 20 523 2623 7.l 24261220 13,0 110.0 1,454 20 27.8 1878 173 24282428 204 76.2 1,405 217 2(jo 18772 22.7 24301220 12.8 109.4 1,449 20 28.0 1678 19.1 24321220 11.1 I 105,7 1,041 20 29-0 1879 16.1 CITY OF PORT TOWNSEND WATER SYSTEM PLAN 1161 L-164 Ordinance 3230 Exhibit A Page 784 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD Availahle Flow e2. Crib,,,Node CHUeal Nnde -e PCritical Node Mkga Flow Design Pressure Design Fire NOde COW.[Pipe ID Hydrant(w.) 1D (pd) Head(D) (gpm) (Pd) Pressure(psl) C1101a1 Pipe ID Veloeily(f11s) 2434 1389 2434 200 80.7 1,309 20 20.0 1880 11.2 N36 1101 1220 97 102.4 1.031 20 30.3 1988 10.9 2438 1008 1220 141 1125 970 20 25.9 1882 11.1 244 529 246 113 265 1 491 20 287 2355 12 6 2440 693 2440 20.0 IIfi2 693 20 20.0. 1883 17.7 2442 624 2442 200 64.2 624 20 20.0 P463 15.9 2444 1370 2446 190 1006 .1,:161 20 21.11 1887 108 2446 1356 2446 200 1030 1.356 20 20.0 1886 77 2448 1393 2448 200 1087 1,393 20 200 1893 73 2450 941 1220 44.1 1116 9110 20 25.9 2617 10A 2452 845 1220 16.5 1180 826 20 23.5 1888 9-4 2454 943 1220 14.4 113 1 909 2D 25.7 1889 10.4 2456 1787 1112 •11.8 1282 11165 20 52,9 1930 115 2458 1503 1312 104 1794 1,365 20 11A 1894 155 246 419 246 200 2852 419 20 20.0 810 10 7 2460 3346 1312 -51 143.0 2,675 20 49.9 1895 11.7 2462 3180 1312 03 156,0 2,652 20 409 1918 56 2464 917 2464 20.0 143,3 917 20 200 1897 21.4 2466 1115 1312 -4.3 145.5 2,526 20 444 1890 5.7 2468 3174 1312 1,6 1589 2,674 20 44.7 1901 12.9 2470 3523 582 H.7 119.1 2,745 20 56,8 1903 13.6 2472 3491 582 -102 1224 2,745 20 55,6 1902 17.5 2474 3704 562 -15.7 1099 2,820 20 59.7 1924 5:1 2,176 2222 2476 20.0 105.7 2,222 20 20.0 26811 14,2 2418 1644 582 13.1 II5.8 2,818 20 58.1 1906 6.2 248 II50 314 20.0 3062 9,1.50 20 20O 1820 7.1 2480 1181 2480 20.0 127.0 1.181 20 20.0 1912 8 5 2484 122fi 2480 16.5 119.0 1_198 20 217 1909 5 2 2486 1230 1(4 14.4 1 89.2 1.191 20 25.7 P415 7.6 2488 1120 2488 20.0 115.5 1,120 20 Au 1910 1 IL7 2490 2981 1312 140 1895 2,824 20 270 3028 30.2 2492 1210 2492 200 86.2 1,210 20 20.0 2776 10.0 2494 3196 1312 49 151.2 2,640 20 420 1918 12 2496 1212 2496 20.0 862 1_212 20 20,0 1920 7.3 2498 3159 1312 8,3 174.5 2,816 20 34,1 1923 SB 250 31711608 186 307.0 1.128 21) 21.4 1654 7.8 00 25 2251 2500 20.0 1061 2,251 20 20.0 2681 14.4 2502 2257 2502 200 105.1 2,257 1 20 20-0 2682 1494 2504 2203 2SO4 20.0 241 2,2113 20 20.0 2771 61 2506 1403 2924 •153 250-6 1,117 22. S6J 2773 4,6 2508 2256 1872 190 2702 2,208 20 21-8 2551 9.8 2510 1182 2510 2011 862 1.182 20 20.0 2707 23.9 2512 5161 2512 20.0 86.2 1,161 20 20.0 1927 213 2514 1985 2514 20.0 86.2 1,985 20 20.0 1929 225 2516 3134 1312 -4,2 145.5 2.526 20 44.4 291-6 4.9 252 1482 2190 193 301,2 1453 20 207 1707 9.2 2520 2741 2520 200 762 2,741 20 200 1932 31.1 2522 3713 582 -166 1078 2,814 211 621 2647 62 2524 1047 2524 200 76.2 1,047 20 20.0 1936 13.9 2526 1 1094 2526 20.0 78 7 1,094 20 20,0 1969 12,4 2528 4095 582 •18.8 10L7 3,086 20 657 1974 8 2 2530 1407 2530 20.0 862 1,407 20 20.0 1962 14.7 2532 1449 2532 200 1 78.5 1,449 20 1 20,0 1940 13,4 2534 1521 2534 20.(1 85 6 1,521 20 20.0 1978 13.9 2536 1577 2536 200 122.2 1,517 20 20.D 1942 21.1 2538 4179 146 -92 197,8 21943 20 713 1965 7.5 254 1443 254 20.0 3!162 1,441 20 20.0 1653 61 2540 4100 582 -190 1022 31086 20 65.8 1943 72 2542 3596 582 176 105.4 2,707 20 63.2 1945 6.1 2544 6026 1354 .2,1 251,2 4,021 20 426 2436 5.3 2546 3062 146 14.2 251,8 2,781 20 37.0 1948 17.8 2548 1598 2548 20.0 81.6 1.598 20 20.0 P251 11-2 2550 1315 2550 20,0 84.9 LIM 20 20,0 F166,39 17.0 2552 1474 2552 20,0 91..6 1,474 20 20.0 16.7 2554 1576 2554 200 86.2 1,576 20 210 9.0 2556 3438 146 0.8 220.. 2,639 20 60.2 166 2558 1.599 2558 20.0 862 1-599 20 20,0 10.4 256 1543 256 200 297.6 1,543 20 20.0 6.1 2560 1669 1220 150 114,5 1A15 20 25,8 13.9 2562 1637 2580 19..8 93,9 1,636 20 20.2 9,7 2564 2727 2564 200 2350 2,727 20 200 2803 17_4 2566 2813 2626 199 237.2 2,809 20 20,1 2804 179 2568 2509 2568 20.0 962 2,509 20 20.0 1965 205 2570 2139 146 19.9 264.9 21134 20 20.4 1966 13.6 2574 1260 1 2574 200 753 1,260 20 2U.0 1968 14.3 4576 1259 2526 17-5 729 1,242 20 225 1970 17.6 2578 1445 2578 200 76.2 1.445 20 20.0 1971 II.7 2580 1619 2580 200 94,4 IA19 20 20,0 1247 94 2582 IU71 2582 20,0 184.6 1,071 20 20.0 1976 17.0 2504 2148 146 52.1 247.0 1,857 20 344 2790 748 25.6 4002 582 -30.0 76-8 2.823 20 727 2(NS 57 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-162 L-165 Ordinance 3230 Exhibit A Page 785 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD Available Flaw el Cdd,.l Nd, Cr30ra1 Nade Resvure CHU-1 Nude Design Flow Design Pressure ll"iv Fire Node Crileal Pipe Hydrant(gpm) 1D (pal) Head(it) (gpm) Ipso Reasure(ps,) Cr111e11 Plpe ID Velotlty(/Vs) 2588 1711 2588 20.0 703 1,211 20 200 1979 13.7 2590 1140 818 20.0 83 0 ;.139 20 204 1981 17.2 2592 20350 2592 200 762 2,050 20 20-4 1982 23.3 2594 2236 2594 200 934 2,236 20 200 2654 15.0 2596 1356 2596 20.0 90.9 1,356 20 20.0 1983 15A 26 1961 34 17,1 149,5 1.918 20 22.9 47 21A 260 2257 2184 17.4 2911 2.141 20 228 1641 9,7 2602 3989 582 -290 784 2,823 20 72.2 2646 80 2604 1469 2574 17.8 702 1,412 20 222 1989 25.2 2606 4030 582 -22.3 94 5 2,969 20 67.9 1992 69 2610 1603 2420 01,4 820 1,526 2D 28.7 1999 106 2612 876 2612 201.0 1 66 2 876 20 20.0 2000 15.0 2614 1652 1220 157 116.2 1,605 20 25.0 1W3 26.3 2618 5553 1872 -6.0 212.4 3,829 20 59.7 2384 7.3 _ 262 2353 262 20.0 2Bfi-2 2,353 20 2(10 1641 9.9 2620 6039 1872 -15.2 191,3 3,809 20 71.6 P337 6.6 2622 5965 1872 -14.4 193.1 3,791 20 76.0 2171 224 2624 5566 228 102 259.5 3,984 20 41.5 P211 7.6 2626 2802 2626 20.0 237.5 2,802 20 200 2805 17.9 2628 3318 582 49 1212 2,615 20 55.5 2910 610 2630 3285 582 -8.6 126,1 2.609 20 54,2 2049 9,7 2632 3999 582 -24.2 901 2,912 20 690 1991 6.6 2634 810 2634 200 116.2 810 20 200 P233 92 264 3269 264 201.0 306.2 3,259 20 2110 1642 15 f) 2640 2017 1296 190 327,8 1,943 20 229 2059 85 2642 6873 228 -3,2 242,4 4,437EO 108.6 2061 76 2644 2000 2644 20.0 562 2,000 20 20.0 21.64 22.7 2646 3862 2646 20U 56.2 3,862 20 20.0 2065 24,7 2648 4716 758 15,4 2357 4,381 20 34,9 2069 49,7 2650 5014 758 -38.6 111;2 3.394 20 94.1 P471 64 2652 4314 758 23 205.5 1394 20 61,3 2070 38.6 2654 3657 758 154 235,7 3,394 20 34 B 2071 86.7 2656 3844 758 '11.7 227.3 3.394 20 437 2072 867 2658 2227 2662 2010 562 2,227 20 20.0 2877 210 266 5586 2200 17,2 308.5 5,030 20 23.0 1767 63 2660 2207 2660 20.0 562 2,207 20 200 2074 2511 2662 2120 2662 20,0 562 2,120 20 200 2075 54.1 2664 2019 7664 20,0 562 2,019 20 20.0 2076 51.0 2666 2023 2668 200 56.2 2,023 20 20.0 2875 52.7 2668 1106 2668 20.0 56,2 1.190 20 200 2079 54.0 2670 4863 1872 53 238.5 3,834 20 47.9 2180 23.7 2672 1t9i 2672 200 161.9 1.490 20 200 2897 22.3 2674 2178 2680 176 156.2 2,139 20 224 2492 24,3 7678 2100 2600 18,9 159.0 2,082 20 21,2 2080 13,3 268 2323 268 2010 256.8 2,323 20 20.0 1643 &8 2680 2033 2680 2010 161-6 2,033 20 20.0 2082 13.0 2fi82 1309 1312 8,4 174.6 1,167 20 365 2092 7,5 2684 704 2684 2110 114.6 704 20 20.0 2093 1910 2686 1260 1312 125 184.1 1.167 20 3%9 2094 75 2680 1249 1312 13.4 1863 1,167 20 29,6 2095 7.5 2690 4896 2690 20.0 186.9 4,896 20 2010 2097 17,2 2692 1794 2692 200 1462 1,794 20 20.0 2149 1t.2 2694 1854 2694 200 142.8M320 0 200 2153 12.2 2696 1043 2696 200 325.10 20.0 2154 6.7 2698 2762 2908 12.8 117,60 27.2 2802 7.5 270 3941 1412 195 295,90 211 1740 13,7 2706 2525 2700 200 121.20 20.0 2169 28.7 2702 5563 1872 -62 21200 600 2387 69 27114 2651 27N 200 124,1 20,0 2185 45,8 2706 4568 1872 10.3 250.00 38,9 2186 24.7 2708 4798 1872 7.1 2426 3,874 20 426 2190 21.3 2710 6599 1872 -26.2 1659 3,806N220 830 2506 76 2712 6067 1872 •16.1 18%2 3,006 76.8 2192 24.4 2714 4796 107E 4.7 237.1 3,771 56.6 2225 31.6 2716 6041 1872 -14:9 191,9 3,847 83.2 2221 43.7 2718 7191 1812 -36.7 141,5 3.861 90.8 2272 24.7 272 895 272 200 2962 895 2010 1641 10.2 2720 8038 1072 -518 1022 3,903107_3 2881 89 2722 7563 1872 -416 125.7 3.903 20 103.4 2233 24,9 2724 7687 1872 -45.4 121.6 3,940 20 102.2 2235 25-2 2726 8372 1972 -59.0 90.1 3,976 20 105.7 2575 60 2728 7281 228 X14-0 2174 4,232 20 75.8 2240 6.9 2730 7210 228 •14.2 216.9 4,189 20 75.1 1175 5.0 2734 1879 2760 16.8 291.1 1,724 20 236 2272 8.1 2738 2191 2736 20.0 2962 2,197 20 200 2274 24.9 274 935 1872 -3.D 21%5 617 20 54.7 1505 70 2740 1802 2924 -21 6 236,1 1,348 20 61.6 2899 8.9 2744 1482 2924 -0 0 _ 284.1 1.288 20 408 2544 85 2746 2771 1072 16 6 264.6 2,208 20 25.6 2547 15.8 T148 1321 2924 01 f 286.2 1,148 20 411 2556 71 2750 131 l 2924 2 9 292 7 1.159 20 37 l 2557 10,5 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-163 L-166 Ordinance 3230 Exhibit A Page 786 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD rD Areileble Flow al Crick l Node CH M Node Pressure Critical Nd, Bevan Flaw 11ev8v Pressure Design Fire Node CHU-1 Pipe Ilydraae(gpm) ID (p-i) Hesd(II) (Kp-) (0) Pressure(pv) CHOW pipe H) Vel Ity(ruq 2752 1312 2924 2,9 2926 1 160 20 37.7 2555 5 9 2754 3251 2754 200 1870 3,251 20 200 2563 123 2756 2114 1458 149 2844 1,903 20 25.8 2823 15.8 2758 2208 1458 I1.B 2772 1,876 20 28-3 2823 5 5 276 913 1872 •I.1 2139 617 20 56.1 2787 1.0 2760 1497 2760 200 2984 1,497 20 20.0 2596 9.6 2762 1946 2760 13 6 2836 1.721 20 27 1 2914 0 4 2766 3673 2766 200 2972 4.673 20 20C 26TH 53 2768 1134 2768 20.0 283,8 3,434 20 201) 2603 14,5 2770 3877 1296 -7.3 1 263.1 2,208 20 t 57.0 2616 4.5 2772 2092 1 N111 15.7 286.2. 1,935 20 24;3 P439 5 5 2774 3143 1296 63 294.4 2,209 20 445 2613 25.1 2776 4861 1872 -28.9 159.6 2,909 20 9 L0 2900 15.3 2778 866 2778 200 105.7 866 20 200 2618 98 278 2317 278 200 296.2 2,317 20 20.0 1775 26.3 2780 2240 582 I8.5 188.6 2.206 20 21,6 2619 9,0 2792 2268 582 17.3 187.1 2.2211 20 22.2 P43 64 2784 2253 582 17-9 187.3 2,206 20 22.5 2621 14.1 2786 2936 582 3.1 1532 2,534 20 3A6 2626 9.2 2788 3214 582 -6.6 130.8 2.587 20 51.3 26.24 7.0 2790 2559 622 16.8 138.7 2,500 20 23.5 2628 160 2792 999 2792 240 2200. 1,000 20 20.0 2633 ISS 2794 898 2794 20.0 199.9 898 20 200 2636 22.9 2796 8355 1872 57.9 926 3,990 20 105.3 2637 6.0 2798 7531 1872 -31.2 154.] 4,234 20 81,8 2639 73 28 2211 34 16.2 147.4 2,153 20 23.8 66 160 280 1640 280 200 270.1 1,640 20 200 1665 18.6 2800 3974 592 -28.6 A0.1 2,823 20 71.6 2648 91 2802 1138 2802 MID 93.2 1,138 20 200 2650 1 17.0 2804 729 2804 200 75.3 729 20 NO 2652 18.6 2806 1203 2924 140 3184 1,148 20 28.4 2774 13.0 2916 4436 1354 6 2 270.4 3.213 20 49.8 2398 13.1 281H 2550 1354 -3-2 248 7 1.733 20 432 282 72 282 5160 614 16.2 29]5 4,411 20 23.9 1666 241 2820 • 2756 1354 -10.1 2326 1,733 20 79.6 2400 ]-I 2826 2679 2826 200 2622 2,679 20 20.0 P421 151 2828 2246 1354 -34 2482 1.527 20 43,4 2838 63 2830 3474 1338 29 2358 2,768 20 37.1 2411 11.4 2832 2894 ills 5.4 241 5 2,380 20 35,3 2412 12,1 2834 2520 488 10,6 245.8 2,230 20 29.5 2414 14.3 2836 3284 1338 66 2442 2.732 20 34.5 2415 10.3 2838 1703 2838 200 2662 1,703 20 20.0 2419 19.3 2840 1706 2840 200 2562 1,706 20 20.0 2424 109 2842 2003 2844 200 254.7 2,003 20 20.0 309 13.3 2944 1999 2844 200 254.8 1,999 20 20.0 2325 1.1.0 2846 1626 29 6 200 259.7 1,625 20 20.0 2430 104 2848 2318 488 15-1 256,2 2,167 20 25 0 2431 6,2 2852 5725 1354 5.3 1 268.3 4,253 20 35.0 2435 5.7 2854 1214 2854 20.0 101.2 Isld 20 20,0 2440 13.8 2858 2152 228 14.3 "279" 20 26.2 2782 14.9 286 1552 2174 19.5 214.9 1,53') 20 20.6 1717 125 2960 21-19 22A 1311 279.7 1.885 20 27.4 2781 14-9 2862 2404 146 10.6 2434 2,014 20 36.6 2783 15 8 2864 2239 146 11.7 246.1 1,925 20 34,7 2788 14.0 2866 1366 2870 111.1 H7(I 1,29k 217 29.9 2811 8.3 2868 1355 2870 116 904 1,291 20 28,5 2909 14.7 2870 12.59 2870 200 IC9.9 1,259 20 20.0 2812 8,0 2872 1670 2872 200 1996 1,670 20 20.0 998 22,6 2874 1689 2872 19-5 198.6 1.681 20 20,5 2821 20.4 2876 5650 1354 9.5 277.9 4,503 20 30.9 2861 5,9 2878 4208 992 17.6 2803 4!(M6 20 226 2H4C 111.2 288 1248 288 711.0 266.2 1,248 1 20 20.0 1669 14.2 2890 4058 992 19.3 21144 4,006 20 208 2843 IIA 2894 1214 2894 20.0 256.2 1,214 20 200 2847 13.8 2886 3898 992 17.6 200.5 3,677 20 22.6 2863 9.1 289D 3491 1358 3.2 180.9 2,9'1') 20 435 2888 23.8 2892 5251 1296 8,7 3001 3.9A3 20 322 2859 95 2894 2435 2894 20.0 294,9 2,435 20 20,0 2901 62..2 2896 2672 2896 20.0 311,8 2,672 20 20.0 2.69 77.1. 2898 2249 2898 20,0 56,2 2,249 20 1 20.0 21174 64 290 3807 290 20.0 213.6 3.807 20 20.0 3016 21.6 2902 1 2250 2668 20.0 562 2,250 20 200 2976 1025 2904 3267 2904 20.0 166,4 3,267 20 20,0 1472 16.$ 2906 2896 2906 200 172.9 1 2,896 20 20.0 2878 17,2 2908 2463 2908 20.0 134.1 2,463 20 20.0 2883 15,7 2910 974 2910 20.0 326.2 974 20 20.0 2909 11.1 2912 3357 .582 X101 122.7 2.642 20 55.6 2016 87 2918 4768 1162 IH,H 293.4 4,639 20 21.3 Is 8.7 292 7923 228 -9.8 227.1 4,713 2057.5 1738 4,9 2924 992 2924 217.0 33'_.2 992 20 200 2908. 11.3 2926 1 4554 1148 Is8 283.5 4.452 1 20 21.2 IB16B 94 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-164 L-167 Ordinance 3230 Exhibit A Page 787 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD r ID Areildde Flow el CriUcd Node CrlUral Node Resaore Crid-1 Nada Design Flow Design Pressure Design X3re Nade CriOcd Pipe Hydrant(gpm) 1D (psi) Head(D) (gpm) (pi) pressure(psi) Cri0cal Pipe ID Velaelty(Ns) 2928 1386 2924 16.5 3'_4.2 1,034 20 23.5 2908 91.9 2932 2564 1296 14.3 3110 2,153 20 30.1 P445 50 2934 1838 1094 16,4 227.9 1.753 20 23.7 459 15.9 2936 635 2936 20,0 752 635 20 20.0 1229 7.2 2938 1X07 1296 10.5 304,2 1,386 20 29.5 3006 3.9 294 2990 1214 14,4 216.1 2,793 20 25.0 1745 25.4 2940 943 1312 0.4 156.2 788 20 39.6 1139 9.0 2948 4749 1214 14.8 2171 4489 2D 255 1`477 22.9 2950 2155 1298 18.3 278-2 2,092 20 21.7 P319 12,9 2952 962 2952 2040 197.2 962 20 200 1251 14.4 2959 2221 1458 11.4 276,3 1,873 20 29-6 3072 2.1 296 7515 228 •7.1 233.4 4.618 20 53.3 1674 4A 2960 2206 229 11,6 276A 1,867 20 28.5 P517 4.9 2962 2057 229 13.7 281.4 1,816 20 26.9 3144 20.] 298 7746 228 -8,7 229.7 41669 20 55.7 1673 4.7 30 1751 34 20.0 156.2 4751 20 200 67 412 300 7734 228 -Sb 229.9 416.5 20 55.6 1719 _ 4-8 302 2055 302 20.0 240.5 2,055 20 20.0 1676 233 304 7129 228 1,1 2512 4,879 20 44.1 1179 5.3 306 2706 306 20,0 292.9 2,706 20 20.' 1677 f 17 308 773 310 1717 270.3 746 20 22.3 1710 8.5 310 699 310 200 275.6 699 20 20.0 1681 79 712 1194 2184 173 2911-0 1,701 20 22,7 1683 14.1 314 1034 314 20.0 306,2 1,034 20 20.0 1684 11.7 316 791 316 200214.7 791 20 20.0 1145 11,5 318 4464 146 -29.4 Ot..1 2,703 2C 865 2536 89 32 1746 32 200 1562 19746 20 200 48 11-2 320 4292 146 -24,1 1614 2,686 20 03 4 253619 ,& .4 322 3776 146 1 200.4 2,669 20 70,7 2537 15.d 324 4055 146 -22,5 167.2 2,552 20 69,7 1148 5.4 326 4264 146 .26,1 158.8 2,629 20 79.9 2539 11 61 330 1627 330 200 285.4 1,627 20 20.0 2674 41.5 332 2212 1458 11.7 276.9 1,875 20 2&4 3076 24 334 2225 1459 110 276.2 1,876 20 2&7 1686 10,4 336 1432 336 20,0 286.2 1,432 A) 20.0 PI 13 16.3 338 1195 340 19,6 276.2 I,t88 20 20..4 1704 135 34 1742 34 200 1562 1,742 20 20,0 49 It.1 340 860 340 200 2710 860 20 20.0 1689 90 342 1765 342 20.0 260,7 1,765 20 20.0 1690 11,3 344 1889 34C 19.6 276.2 1,878 20 20.4 2fi67 110 346 1439 346 20.0 257.8 1,411 20 20.0 1691 160 348 1134 228 180 2912 1,009 20 222 1762 7,6 350 9.99 688 19.9 2838 958 20 20,1 1692 10,9 352 1149 228 14.1 2812 1,027 20 26.0 1693 1 5.7 354 1212 356 19.1 284_2 1.493 20 20.9 1695 7.2 356 1085 356 20.0 2862 1,085 20 20.0 1694 123 358 1257 228 18MG 292.6 1,221 20 21.6 1189 fiX 36 3808 30 19.5 119.9 3,797 20 20.5 2495 23.2 364 1542 364 20,0 286.2 1,542 20 20,0 2275 9.4 366 _ 2036 27611 _ 13.3 2810 1,791 20 27,0 2278 13 372 1953 2760 14.7 286.2 1,761 20 26.1 2279 69 378 3270 210 13 1 260.3 2,960 20 28.0 2446 15.0 30 3366 38 _ _ 200 121.0 1366 20 20,0 2130 3X.2 39C 3189 210 15.0 264.6 2,960 20 26.2 2282 1X.9 394 803 2278 199 186.2 803 20 20.1 2540 20.5 788 3073 1872 15.3 261.7 3,551 20 338 2389 57.4 390 4440 1354 161 294.7 4,044 20 30,3 2390 9.4 392 4270 210 114 256.3 3,708 20 30.3 2392 10.3 396 2731 396 2C.0 286.2 2,732 20 200 1750 13,0 40 1514 40 200 II8,0 1.f t4 20 20,0 3lyl 38,7 404 4179 1670 39 2247 3,319 20 39.1 2586 276 406 1855 406 20.0 200,9 1.855 20 2(101 2589 2t.1 408 5592 1354 16.5 294.0 5,120 20 24,0 2452 6,6 410 3060 410 20.0 290.9 3,061 20 20.0 p135 24.8 414 3622 413 &6 203,1 3098 20 32.6 2197 121 416 1536 418 7.9 2005 1.117 20 323 2348 24-0 418 1267 418 200 2280 1,267 20 20.0 2353 97 42 980 2910 20.0 326.2 980 20 200 19 ILI 420 1380 758 199 1 245,8 1,374 20 203 2353 7.8 424 4625 1354 7,8 274,0 3,420 20 39_4 324 9.9 426 4587 1354 83 275.1 3.420 20 390 2395 14.0 428 5498 J354 -1C,2 232.5 3213 20 60.5 2396 131 432 6415 228 1L7 276,7 5,273 20 304 1 2749 68 434 2679 1154 15,2 265.1 2,474 2U 24.8 2442 132 436 1441 1670 18.6 258,7 1,399 20 21.5 2590 12.5 438 1454 1670 180 258.2 1,405 20 21_7 412 69 44 979 44 20,0 3262 979 211 200 2357 6 3 440 1263 440 20,0 256.2 1,263 20 2010 2591 131 444 4465 2124 5,7 2032. 3,823 20 35.4 2343 I1.0 450 4236 2644 20.0 562 4,236 20 2013 2482 27,1 452 4392 758 199 2460 4.181 20 1 205 2484 1 280 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-165 L-168 Ordinance 3230 Exhibit A Page 788 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD A-11.hie Flow al CY11-i Node Crilleal Nude Pressure "(irel Node Design Flow 1ledgn Preasore De lgn Fire Nd, CriOeal Plpe Dpdrant Igpm1 10. (17-0Ncad(D) (gpm) (psi) W--(µd1 Crilicxl Pipe 0.3 Velcelly(fl/r) 454 4574 758 17.3 240,2 4381 20 29.0 2485 28,0 456 5216 758 7 1 2166 4.381 20 52.7 2720 84 458 2644 458 20.0 1962 2,W4 20 260 2490 16.8 46 3680 146 -4 8 200 0 2,680 20 65.4 76 1-1.1 460 2864 4611 20.0 2094. 2,864 20 200 2491 21.7 462 4805 466 1 F6.1 313.2 4,263 20 24,5 2871 18.2 464 2980 466 18.8 3195 2,868 20 21 2 2760 111.2 666 2,447 4G( 200 322.2 2447 20 20 0 2755 15 6 468 1758 470 120 2776 1S17 20 28.0 2401 63 470 1395 470 20,0 29U 1395 20 2110 314 5.7 476 16011 J354 11.9 2815 1.358 20 30.1 317 8.7 478 1532 1354 17.1295.5 1,436 20 24.2 319 92 48 3D07 146 13,0 248.9 2.6110 20 39.0 2794 17.1 4H2 1915 1354 8.2 275.0 1,527 20 37.5 320 9.8 484 3620 1354 15,7 292.1 3,213 20 36.4 322 203 486 1830 488 19.4 266.3 iAll 20 2116 2432 5 2 488 1170 488 200 257.6 1,770 20 20.0 327 11.3 492 593 492 20.0 249.0 593 20 20.0 328 15.1 494 1871 1338 10.4 253.0 1,637 20 1129.6 358 10.5 498 1759 1338 15.1 1 263.9 1,637 20 255 337 18.6 50 5535 228 4.6 260.4 3,985 20 38.4 1805 4.7 502 4259 2124 92 211.3 1,775 20 32.9 2346 24.1 504 2857 210 13 2 260.4 2,589 20 27.8 2447 12.7 506 2662 2840 165 248.3 2,554 20 23.5 2444 14,1 508 2648 2840 17,1 249.4 2,554 20 23.0 2445 163 510 4307 210 106 254.5 3,700 20 31.1 2394 7.8 512 2502 486 11.2 247.2 2,230 20 21-9 2448 9.1 516 2537 488 10.0 244.5 2230 20 3112 2449 9 1 fli 7492 228 -3.3 1 2420 4,825 2D 49.6 1172 5,1 520 2825 520 20.0 175.8 2,825 20 20.0 1827 1511 521 2031 524 200 152.3 21031 20 200 2493 23.1 526 2261 1338 40 238.3 1,836 20 36.0 2418 119 528 5808 2280 167 307,4 5,205 20 2QI 1742 64 530 5736 614 159 296.7 3,144 20 24.2 2450 6.1 532 3814 532 20.0 117.8 3,814 20 20.0 2494 22.7 534 4041 514 200 1286 4,041 20 20.0 91 29,5 536 4239 229 18.9 2934 4.116 1 20 24.6 1375 IBB 538 4114 228 I7 9 291.1 4.083 20 28.3 2580 190 s4 1731 54 20,0 152.3 1,731 20 20.0 64 196 540 3663 540 20,0 1'_0.3 3,443 20 240 2498 21.8 542 4158 228 196 295.0 4.114 20 21.9 2499K13 544 4014 544 200 114.0 4,014 20 2110 1314 546 2069 146 200 206.2 2.069 20 200 369 548 1323 1312 7.1 171.8 1.167 20 37.8 372 550 1559 1312 14.9 121.0 1.167 20 55.8 2601554 5565 J354 l64 293.8 5,092 20 239 P409558 1992 558 200 236.4 1,992 20 2U0 39656 2204 56 200 1291 2,204 20 2q0 1899 560 2118 564 113 2062 11997 20 28.7 2548 1.1,0 562 2021 564 19.0 223,.7 1,997 20 21.2 400 12.8 564 1826 564 2D0 2262 1,826 20 200 402 11,7 566 7110 566 20.0 214-6 780 20 20.0 410 19.9 568 2123 568 1 200 219..7 1 2,123 20 20,0 2458 421 570 1810 1670 10.4 P168.8 {,Sl{ 20 30.1 P543 7.7 572 5314 758_ 7.5 4,501 20 41.9 1433 11.8 574 4220 574 20.0 4,220 20 20.0 2500 20.9 576 2760 5]6 200 2,760 20 20.0 29113 22,8 578 2042 582 19.8 2.037 20 202 431 8.6 58 2420 58 200 2,420 20 20.0 2608 13.6 580 2067 592 19.5 2,056 20 2015 433 9-0 582 2019 _ 582 200 2,019 20 200 430 12.9 5116 2514 582 99 2,291 20 30.6 1884 9-1 588 2157 592 148 173.7 2,056 20 25,11 434 13.1 590 7(734 5911 20.0 1905 2,034 20 20.0 435 1310 592 2040 592 20.0 185.8 21040 20 20.0 440 13..0 596 5374 1872 -214 172,3 3,388 20 83 1 441 11 1 598 5273 1872 -213 176,6 3.380 20 814 443 11.3 60 2679 60 200 299.2 2,679 20 200 72 Ifi.7 600 4674 1872 -68 210.1 3,380 20 69.4 444 38.4 604 4053 1872 14.7 260,3 3.698 20 314 447 24.3 606 4010 1872 137 251.0 3,592 20 37.6 2389 31.0 601 2128 614 19.3 304.] 2,093 20 1 20.7 449 13,0 610 2142 614 19.1 304.0 2,093 20 20.9 1 454 612 2110 614 19.7 305.4 2,093 20 20.3 450 614 1955 614 200 306.2 1,955 20 20.0 651 616 2887 614 19.4 311411 2.841 2U 20.6 1167 61H 2860 614 190 303.9 2,786 20 21.0 453 620 2566 622 164 137.8 2,500 20 216 2627 622 2408 622 110 1441 2pOtl 20 2000 2366 624 2443 1094 174 230.1 2,360 20 22.9 2460 628 2581 628 200 197a 2,581 20 20.0 410 !W CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-166 L-169 Ordinance 3230 Exhibit A Page 789 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD Available Flaw A Cr111ru1 Nd, Critical Node Pressure C110ea1 Node Resign Flow Desigw Pressure Dad,Plre Node Cr16,.l Pipe H) Hydrant(gp.J IH (µs1) Head(11) 14rssure( ) Criti-I Pipe 1D Velaeil fUa () (8Prn3 (Pd3 Wi Y( ) 630 3879 146 ilia 193,2 2,675 20 72.3 897 11.0 632 2782 250D 178 101_2 2.747 20 22.2 1491 265 634 2266 2500 19.5 105.3 2,259 20 20.5 P459 14.4 618 1262 638 20.0 246,2_ 1,262 20 200 496 14.3 64 3737 146 -66 203.7 2.678 20 69.9 75 9,4 640 3859 2098 18.9 117.9 3,835 20 21,f 498 17.8 642 37(10. 642 200 101,0 3,708 20 20.0 498 26.6 644 1409 2924 •6.1 2720 1,183 20 463 2559 4.9 646 1408 2924 -6.0 2722 1,182 20 46.2 2689 4 A 648 1326 2924 23 291,3 I.i69 20 37.7 1328 5.4 650 1758 650 20.0 2902 1.758 20 260 P411 27.8 652 6801 228 7.1 266,2 51128 20 185 1075 74 654 6695 228 8.11 283 S,1]I 20 37,4 508 95 656 6114 228 128 279.4 5,144 1 20 31.2 2631 13.7 658 3640 658 20,0 241,2 3,640 20 20.0 509 41.3 66 3730 146 -64 204.2 2,678 20 68.7 486 14,0 660 1285 m2 195 211.7 f,281 20 204 2438 14.5 662 Illy 662 20.0 212.6 1.119 20 200 515 12.7 664 1782 664 20.0 2162 1,792 20 20.0 7439 11.2 666 1720 666 200 241,6 1,720 20 200 2437 9.9 669 5676 1872 -34,1 147 6 3,319 20 We 1233 16,0 670 1412 610 200 763 1.412 20 200 1977_2 12,8 672 1384 672 200 728 1384 20 20.0 1995 12.4 674 3268 2908 3.,9 96.9 21966 20 363 1496 16,2 676 3191 2908 8'1 If16,7 2966 20 325 537 33,7 678 1055 678 20.0 124A 1,055 20 200 1245 1318 68 3943 146 -128 199,4 2,690 20 74,3 79 12.0 680 1064 679 18,6 121.1 1.055 20 215 569 ILU 60.2 4216 1670 2.8 22.2 3,30fi 20 406 2584 13.2 694 3440 1670 &7 235.8 2,855 20 315 2582 12,1 686 955 686 20.0 283.8 955 20 1 2(10 590 MA 688 955 688 20.0 283.9 955 20 200 591 108 690 4855 690 20.0 214.9 4,855 20 20.0 602 17,0 692 4312 692 20.0 265 4,312 20 200. 603 27.5 694 2348 694 20.0 225-3 2,348 20 260 616 12.2 696 2861 696 20.0 212.5 2,864 20 200 616 10.1 698 2941 1670 8.5 235.4 2,414 20 31.6 2583 23.7 70 4101 146 •17.8 1779 2,682 20 785 77 131 700 1914 1670 9.l 236-6 1,579 20 31,5 62C 14.5 702 5064 1872 2-8 232.6 3,863 20 47.7 2385 7.3 704 4996 1872 3.9 235.3 3,869 20 _ 460 2380 7.3 IIA 1444 708 200 1861 1,444 20 200 1452 15.0 716 2637 718 20.0 106.2 2,637 20 2()0 1900 21,6 718 2619 718 200 1062 2619 20 200 651 297 720 3270 720 20,0 2293 3,270 20 200 2462 67,2 724 3335 724 20.0 286.2 3.336 20 200 655 10.8 726 3636 726 20,0 296 2 3,636 20 20.0 P147 16.3 728 1955 728 20,0 299.9 3,955 20 200 656 14.3 730 3979 466 19.7 321.6 3,943 20 204 2761 14.7 734 3998 734 20.0 298.4 3,998 20 200 658 14.2 736 4049 736 200 3021 4.049 20 200 2870 16.7 74 4069 146 -16,8 180..3 2.6112 20 77.8 78 17,1. 740 1309 740 1 20.0 IB24 1,308 20 200 2045 12,1 742 756 742 200 169.1 756 20 2010 663 19.3 744 4239 964 19A 126.2 4,223 20 206 700 20,2 746 1409 2924 -3.8 217.1 1.199 20 44.3 2560 5.2 748 }494 748 m0 290,0 1,194 20 200 823 13.G 750 4621 158 138 232.1 4,199 20 390 1298 417 752 4090 752 20.0 56.2 4,080 20 20.0 831 26.0 754 2463 754 20.0 2792 2,462 20 200 P159 16.1 2 "l 758 19.5 2452 1,371 20 205 2561 68 759 1363 758 20.0 2464 1,363 20 20.0 876 &7 76 6108 1872 -100 2032. 4,120 20 73,8 80 88 760 1250 82 14.8 191.3 -1,186 20 25..5 882 7.6 762 2904 762 20.0 248A 2,984 2C 20.0 883 1911 764 3321 762 19.3 2467 M401820 0 207 2669 11.4 768 6275 _ 220 129 2795 11 291 8115 &4 77C 6366 228 122 277.8 0 29.8 9011D 6-9 772 5360 7148 16.3 277.6 0 24.3 2748 &C 774 2666 1312 200 201,3 0 20.1 1915 21.0 776 3148 1312 .24 1505 0 427 1919 54 778 390.3 778 20.0 1228 0 200 888 255 78 7315 _ 1872 -33,8 14&4 0 97.3 89 9.2 780 4018 780 200 12_2.6 0 20,0 1603 2&1 782 2687 782 200 235.4 2,687 20 200 1801 15.5 784 2927 784 200 22111 2.927 1 201 1 20.0 1786 20,0 786 1 890 786 200 2778 890 1 20 20.0 890 10.1 79U 2962 790 200 268.6 2,862 20 200 891 18.3 794 929 794 20.0 216-3 929 20 2U.0 895 105 796 3787 146 -85 199.4 2,670 20 70.1 897 17.1 800 3190 582 -53 1339 21592 20 50.4 2377 12,6 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-167 L-170 Ordinance 3230 Exhibit A Page 790 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD 1 Arailable Flaw al Critical Nude Crilicol Nude Pressure Critical Node Design Flaw Og,Premure D®iv Fire Node Critical Pipe 814 I Hydra.(9pm) 1D (P-1) Heed(D) (®m) Qml) Pressure(0) G7lllcal Pipe TD wimity(Na) 802 III 3759 146 -7.5 201A 2,675 20 68.9 898 30.4 804 3787 146 -8.3 1999 2678 20 69.7 899 203 918 2502 BOX 200 2642 2502 20 20.0 2730 22.7 Bl0 2756 81020 0 8102502 2,756 20 20.0 P305 31.3 BIB 1139 81H 20.0 83.1 1.139 20 20.0 2650 11.9 82 1186 82 2CA 2013 (.186 20 20.0 82 7.6 820 1148 818 18.7 80.1 1.139 20 21,4 908 73 822 2025 1296 19.3 324.5 1,975 20 21,9 P19 8.1 926 941 1872 _3.5 1 218.2 616 20 44.3 2528 4.3 828 596 829 20.0 1 2fi6.3 566 20 20.0 914 6.7 830 3726 830 20.0 1 174.7 3,726 20 2011 2145 21.2 X32 4320 832 200 188.3 4;320 20 200 P147 25.3 836 2270 836 20..0 212 8 227012 20.0 2456 11.4 -0 836 5154 758 6 198.8 4,00; 20 63.1 2735 35.4 84 3598 84 2010 247,0 3,598 20 20.0 83 23.0 940 6951 758 -38.9 _110.5 4,105 20 93.1 P513 7.7 842 6942 758 -382 11211 4,116 20 93.6 2738 8,5 X44 3054 W 200 56.8 3.054 20 200 2737 78.0 846 3995 466 18.1 317,9 3,762 20 22.2 2762 11.0 850 1378 X52 19.9 175.9 1,377 20 20.1 925 8.7 852 1374 852 20.0 176.2 1,374 20 20.0 926 1 86 854 3240 854 20.0 562 3,439 20 20,0 928 390 856 6107 758II.! 170.6 4,340 20 75,9 1604 7 B 858 5130 -158 8.7 220.2 4.382 20 49.9 929 10.9 86 6997 22B 3.0 256,6 4,931 20 41.6 2630 5 3 860 5108 758 9.1 221.1 4,382 20 49,2 929 16.4 862 6052 758 -93 178,6 4.363 20 743 1594 7.7 864 6036 758 9tl 179.8 4,369 20 73.8 931 84 966 5958 758 -65 I85�1 d,d00 20 71.3 1598 14.4 868 2978 868 20,0 281.5 2,879 20 20.0 933 13.5 870 5814 1354 1 14.8 290.2 5,145 20 26.4 972 70 972 5573 1354 1 16 3 2936 5,090 20 23.9 2455 6 7 874 1282 874 20.0 2897 1.282 20 20.0 934 14.5 _ 8]6 5029 1148 16,6 278..3 41718 20 23.5 935 9 9 978 7169 228 16 259.0 5,099 20 41,6 964 62 880 6886 228 5.0 261 4 5,017 20 30.9 939 5 7 882 5561 1354 16.4 293.8 5,089 20 2368 940 4-4 986 3526 1928 17.8 1021 3,4X3 20R24.0 1399 20.7 888 5265 758 6.3 214.7 4,384 20 1598_2 14.7 892 2758 892 20.0 304.9 2,358 20 1089 9.0 894 2167 894 20.0 296.2 2167 20 P401 8 2 896 3140 894 17.7 2909 2,991 20 946 6 1 H98 5683 1354 95 2779 4,531 20 1053 5,0 902 4]18 1162 17.8 2912 4,4X9 21 IS 89 904 4326 894 1X.6293.0 4,186 20 9 946 9.1 910 3035 910 20.0 192.8 3,035 20 20.0 953 26.2 914 1253 914 20.(1 2783 1,253 20 AN 956 10.2 916 1218 916 20.0 267-3 1214 20 200 954 13.8 910 1342 920 19.6 297.1 1,332 20 204 957 15.2 92 5931 1872 7.1 20919 4,120 20 707 87 263 920 1 U2 920 200 2800 1.021 20 20A 961 I1A 922 2241 922 200 20G.-1 2.241 20 20.0 2457 11.0 924 1631 924 200 216.2 1.,631 20 20U 2459 15.9 926 3389 1094 16.5 22&0 3,255 20 239 1000 167 928 6825 758 -34 1 121A 4,143 20 92.0 2739 8.5 930 6577 758 -260 1401 41199 20 874 1580 1 14.6 932 6696 758 -299 1312 4.171 20 897 2734 8.4 934 1755 1094 162 227,3 1,667 20 24.0 2976 14.9 936 1506 1094 19 8 2358 1,502 20 21.2 962 13,0 94 7365 1872 -350 1456 4,044 20 97.4 2236 20.8 940 3710 940 200 562 3,710 20 200 963 42.,1 942 7184 229 36 259.0 5,112 20 40 5 969 53 944 _6824 228 74 266,9 5,174 20 35.7 968 6.3 946 5562 1138 16.1 282.1 5,139 20 24.3 971 69 948 5463 1148 15 3 275,2 5,009 20 24.9 9711 6.1 950 4300 950 20.0 2215 4,300 20 200 976 27A 952 5372 758 4.3 210.0 4.381 20 57.4 977 94 954 5399 758 3.8 2099 4,381 20 59.1 1071 9,1 956 4103 956 20.0 17&5 4,103 20 20.0 1069 21,7 958 3346 958 20.0 136.2 3,346 20 20.0 1072 20.1 96 7065 1872 -29.0 159A 4,050 20 94.7 89 25.9 960 1508 962 20..0 176-4 1.508 20 201 2822 17A 962 1492 962 20.0 176.5 11492 20 20.0 979 169 961 4009 964 200 127.6 4,009 20 200 :!1' 4 5 966 6389 1872 -221 175A 3,798 20 79.5 2504 67 970 6677 1872 -27.6 162.5 34809 20 84.3 2522 7.4 974 4354 2124 88 210 2 3,941 20 320 2509 9.4 979 4488 2124 5-2 2020 3,823 20 35.7 2510 7-7 9B 5047 1812 -4,7 2154 4,166 20 70.7 90 85 980 3900 980 200 1 3162 1 3,80020 20.0 2860 13.8 982 2257 u 19,5 275.0 2,238 20. 20,5 1076 18.9 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-168 L-171 Ordinance 3230 Exhibit A Page 791 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD Available Flow el C06ea1 Node CHUM Nade Pressara Cr30cal Nade Design Flaw D.ign Prrasarr Design Flre Node Crld-1 Pipe Hydrant lgpm) ID (psi) Head(D) (gpm) (Psi) Pressure(psi) Critical Piga JD yel"Ity INS) 984 1914 984 20,0 267.6 1.914 20 20.0 983 13.6 986 1870 996 20..0 262.5 19870 20 20.0 1059 12.0 988 1698 988 20,0 256.2 1.698 20 200 1075 11.3 990 999 990 20.0 2428 998 20 2010 1013 15.0 992 2249 992 20,0 2960 2,249 20 20.0 987 138 996 2210 996 1 20.0 202-4 2210 20 20.0 1034 107 998 5580 228 16.9 288.7 5,143 20 263 1011 11,4 110 986 110 20.0 255.2 9R6 20 20.0 P17 11.2 1100 2619 J98 18.8 279,5 2.569 20 21,2 1`91 9,2 J 102 2823 192 16.1 299.0 2.614 20 25.3 P97 9.2 1104 2487 7104 20.0 274.2 2,487 20 200 P95 15.9 1106 2502 1106 2.0 275.2 2,502_ 20 AN P99 1&0 1108 1826 1112 20.0 2782 1.826 20 200 PI01 20.7 1110 1340 1110 2C60 271 2 1,340 20 20,0 P103 34.2 1112 1127 1112 2C.0 278 2 4,427 20 20.0 P105 28,8 1114 1621 1114 200 28A2 1,621 20 20.0 P107 18.4 3116 1106 1`116 20.0 287.2 1,106 20 200 1`109 28.2 1118 1233 1118 20.0288.2 1,233 20 200 Pitt 31.5 112 1280 110 19.1 253.2 1,268 20 209 P13 14,4 1124 1927 27611 14.5 285.7 $,731 20 262 2914 9.7 1128 2829 1128 200 299.2 2,829 20 20.0 P123 7.9 1130_ 2869 1130 200 292 2 2,869 20 20.0 PI29 10.5 1132 2889 11 i2 20(1 295,2 2,889 20 200 P131 11.6 1134 3404 1134 20.0 290.2 3,404 20 20.0 P137 16.6 1136 SSBI 614 17,6 300.6 5,221 20 22,9 P413 5.4 1138 3420 1138 20A 291 2 3,420 20 200 P143 12,5 314 1203 110 16.5 247.2 1,156 20 235 P15 74 1140 3686 1140 20C 287"2 3,686 20 20.0 P149 N.8 J142 3715 1142 201C 288.2 3,715 20 20,0 P151 12,1 1144 4248 1144 20'a 286.2 4,248 20 200 P141 8.5 )146_ 3062 1146 200 292.2 3,062 20 20.0 P163 13.5 1148 4392 J148 20.0 2862 4392 20 200 PI55 8.8 " 1150 4628 JI48 18.9 283.5 4,527 20 21-1 P157 80.1. 1152 1430 1154 IA8 2642 1,324 20 25,2 P165 15.0 1154 1248 1154 20d) 27("2 1.248 20 20,11 P167 9A 1156 6798 228 7.9 2677 5,187 20 35.3 P169 63 J158 3597 1158 200 253.2 3,596 20 20.0 P171 23.0 116 1983 116 200 279.2 1,983E220 20.0 1`21 119 1160 6957 228 6_l 264.2 5,096 38,5 975 293 1162 5238 228 1&R 293.2 5,073 278 1`173 17,1 1164 4413 1164 20-0 2472 4,413 20,0 PIT) 10.1 1166 1860 210 18.7 273.2 1,824 21.3 2429 7.7 1168 933 JI 68 20,0 284.2 933 20.0 P183 60 1170 1679 1168 11.8 2652 1,4114 28,2 PIRI 5.0 1172 3164 2310 16.7 258.6 2,970 23.9 P185 14.7 1174 5799 1174 20.0 3052 5799 20.0 P191 17,11176 7003 2280 17 2 308.5 6,326 230 1`189 7.8 7178 810 1178 200 208,2 810 20 20.0 P197 20.7 JIRO 654 1190 20,0 205.2 654N20 20.0 P201 167 1182 2128 1178 14A 195.2 2,018 25.6 2550 10.8 1184 2112 1178 159 197.4 2,020 24.7 P195 108 118fi 1527 1186 20.0 129.2 1,527 20,0 P205 17.3 1188 2018 1186 187 1262 2,002 21,.3 P203 16"8 1190 1633 1192 18.7 279,2 1,586 21.7 P207 10.2 1192 1403 7192 20 0 283.2 1,403 200 P209 9.0 1194 5500 228 5.0 261.2 3.983 3Y 5 2795 8,2 J196 3426 J196 200 240.2 3,426 20 200 1213 21.9 1191 2565 J198 20.0 243.2 2,565 20 20.0 P215 16,4 1200 1806 1200 20,0 229.2 1,806 20 20.0 P217 20.5 1202 1762 1202 20.0 220.2 1,762 20 213.0 P219 11.3 1204 4943 228 157 285.9 4,421 20 30.4 2062 2069 1206 3718 1206 200 1 201.2 3,718 20 211,0 P223 23.7 1208 1254 82 14.4 190.4 1.186 20 26.0 P225 7.6 1211) 1221 82 77,1 1967 I_1116 20 23.3 P227 7.6 J212 1369 1212 20.0 Owl 1369 N 260 P229 N7 1214 101 1214 2010 2292 lot 20 20.0 P231 10.4 1216 841 1220 165 1182 1 822 20 235 2055 94 1218 832 1220 17.4 1202 RI8 211 22,6 P235 9.3 1220 912 1220 20.0 126,2 812 20 20,0 P237 5.2 1222 1556 7222 20.0 63-2 1,556 20 20.0 2026 14.7 1224 1376 1224 20.0 59.2 1.376 20 211,0 PUI 15.6 1226 1308 1228 19.6 89.2 1305 20 20A 20N _169 1228 1205 1228 20.0 90.2 1,205 20 200 1`245 13.7 7230 1035 1220 9-8 10'_,5 970 20 305 P249 6.2 1232 1291 1234 183 6621,280 20 21.7 P251 18.5 1234 1256 1234 200 70 2 1 256 20 20.0 P253 so 1236 3504 T146 0.1 219.8 2,682 20 606 P255 1711 1240 2768 146 INS 26 1.7 2,696 20 24,8 1`257 17.2 1242 35Rb 146 "1.1 216,6 2,714 20 62.9 P259 18.0 1244 2571 1244 200 802 2,571 20 2(10 P261 292 1246 4879 1872 -39.0 136 2 2,732 20 94..,1 1338 5.7 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-169 L-172 Ordinance 3230 Exhibit A Page 792 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD AvellaMe Flow al Crltiml Node CriOeal Node N- Crllleal Nade MAN.Flow D"iga Pressure Desgn Fire Node Cri0eal Pipe ID Ilydrawl(gpm) ID (psi) Head(R) (gpm) (psi) Preasura(Psi) CHH-1 Pipe JD Velarlt Y(tUs) 1248 3811 1872 -3.6 218.1 2,732 20 71,6 P265 17,4 1250 2870 1872 17,4 266.3 2,726 20 2'1..8 P267 30.9 1252 1196 1252 20.0 902 1.196 20 290 P269 305 1254 5384 758 -28.9 133.6 3,318 20 148 3 P271 20.3 7256 4438 758 -29 1914 3,313 20 67.8 P273 18.9 1258 3709 758 12,9 2299 3,313R20 41.3 P277 37.6 1260 4699 758 -9.6 178.0 3,318 75.0 P279 21.2 1262 4(178 758 6.1 2142 1,142 50.6 P281 25.9 1264 3029 1264 20,0 59.2 3,029 200 P283 34,4 1266 1504 1266 20.0 55.2 1.504 20,0 P285 38.4 1268 5675 758 =166 115.8 3,342 92,0 P287 5.7 1270 5724 758 -368 1157 3,372 921 1859_2 61 1272 3461 758 18.3 242.4 3,354 20 26.3 P291 38,1 1274 39149 1274 20.0 '95.2 3,989 20 20.0 P293 25.5 1276 2843 1276 20.0 273..2 2,843 20 20-0 P295 14.8 1278 4516 1288 16-9 285.1 4,255 20 216 P311 100 118 1212 128 200 284,2 1..711 20 20.0 1759 6.4 1280 2974 1282 19,1 273.2 2,933 20 209 P299 15.i 1282 2201 J2142 100 275.2 2,201 20 20A) P301 14 1 1284 3157 808 16f 256.2 1.011 2D 23.5 P303 29_0 1286 4447 1288 15,7 282.2 4,061 20 24.3 P309 117 J288 3472 1288 200 292.2 3,472 20 2110 P113 14-2 129() 3816 1292 15 2 269.2 3.462 20 24.8 P315 142 1292 1784 1292 20.0 280.2 1,784 20 20.0 P317 11.4 1294 2320 992 19,4 284.6 2,294 20 2Qh P'121 11,2 1296 3568 1296 20.0 279-2 3,568 20 20.0 P481 9 0 1298 1770 1298 20 0 2822 1.770 20 200 P323 113 1300 2559 1306 1 105 84.2 2,425 21) 30.1 1513 124 1302 2516 1306 11,1 85.5 2,391 20 292 P329 16.0 1304 2529 J306 8.7 802 2,374 20 31.3 P331 16,4 1306 1787 1306 20..0 1062 1,187 20 200 P333 20.3 1308 351 1308 200 792 351 20 20.0 P335 35,9 1310 176 1310 200 1032 176 20 200 P339 180 1312 6262 1872 -19,6 181.11 1,798 20 762 2386 7.1 1314 359 1314 20A 1172 359 20 2(10 P341 36,8 1316 999 1316 1 200 572 999 20 200 P343 64 J318 2575 1318 20,0 164 2 2.575 20 200 P345 16,4 1320 1662 1320 20.0 185.2 1,662 20 200 ?349 18.9 1322 549 1322 210 197,2 549 20 20,0 ?351 6.2 1324 1053 J324 20.0 263.2 1,053 A) 20.0 ?355 12.0 1726 1100 1326 200 2692 "tNI 20 20.0 P353 12,5 1328 246 1338 13,4 259,9 224 20 26,6 P357 10.4 1.310 101 1330 200 11512 101 20 20.0 P361 103 1332 147 1338 14.7 263.0 136 20 25.3 P359 14,4 1334 79 1338 17.4 269,2 76 20 22.6 P363 8.0 1336 60 1396 200 2612 60 20 20.0 P365 61 1338 69 1338 20 0 275.2 69 20 1 200 P367 70 134 640 134 200 275.2 640 20 20.0 P31 16.3 1340 1657 1354 163 293.6 1,527 20 27.4 P369 9.8 1342 1736 1354 5.9 269.7 1,339 20 34.8 P373 5-6 1344 1885 J351 22 261.1 1,378 20 37-8 2290 57 1346 _112 1346 2(10 281.2 112 20 20,0 P375 41.4 1348 1639 1354 8.5 275.5 tAll 20 12.0 P177 4.5 1350 1164 1354 17.4 2961 11288 20 22.6 P385 4.7 1352 111 1352 20.0 281.2 1H 20 20.0 P39 11.3 1354 96 1354 200 3022 96 20 20.0 P383 98 1356 1459 1354 161 2911 1,339 20 24,1 P317 5.5 1358 1114 1158 20.0 272.2 IM 20 20.0 P389 10.6 136 1159 1474 1&1 2799 1,122 20 21.9 P423 __ 53 1370 2758 1370 20.0 304.2 2,758 20 200 P403 17.6 1372 3650 1372 7A0 307.2 3,651 20 200 P437 55 J374 1611 1376 4,0 134.2 1,422 20 340 P405 222 J376 1245 1376 20.0 171,2 1,245 20 20.0 P407 14.1 1378 5557 1154 Ifi,4 2919 5.090 20 23.8 2454 6.7 1380 1230 J64 13.5 87,2 1.185 20 26 5 1909 7.6 1382 3516 1382 200 2772 3,5 t6 20 200 P419 20.3 1384 2710 2826 200 2622 2.709 20 200 995 10.2 1386 1142 1388 19.1 310.2 3,071 20 2019 P425 7.3 1388 2853 1388 20.0 312,2 2,853 20 20.0 N27 18,2 1390 3171 1392 196 3092 3,134 20 3114 H33 6,9 1392 2972 1392 211.0 310.2 2,972 20 20.0 P431 19 0 1394 3407 1394 200 307.2 3,407 20 20.0 P437 82 1396 2392 13(1(1 9.6 272.2 2015 20 30.4 F441 4.5 1398 2233 1300 17.2 289.8 2,122 20 228 2912D 418 140 2001 140 20.0 892 27100 20 20.0 P33 173 1400 1874 1400 200 270.2 1074 20 20.0 P443 12.0 1402 2502 1296 15.3 3152 2156 20 28.3 2609 5_1 1404 1017 1404 200 277.2 7,013 20 20.0 PA471 I1.5 1406 4920 1296 64 294.7 3,474 20 14.5 ?455 flJ 1408 1775 1408 20.0 245.2 1,775 20 200 145710.4 1410 2757 2500 14-7 942 2677 20 25.3 488 IA.S CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-170 L-173 Ordinance 3230 Exhibit A Page 793 of 1211 APPENDIX L:MODEL RESULTS AVAILABLE FIRE FLOW AFTER ALL IMPROVEMENTS AT 2036 MDD Hl A,.dbble Flow el CrWuW Node 1 CHikW Node Pressure C id..l Node Design Flow DesiRo Pressure Design Flre Nude CrideW PI ID Crib--Pipe Hyd-1(gp.) ID IPA Head(D) (gp.) IN) Pressum 09) Ve vd dly(M) 1412 1250 1412 20A 73.1 1,250 20 20.0 1938 17A 1414 848 1414 200 66-2 848 20 200 1885 21.1 1416 2062 1416 200 get 2,062 20 20.0 1147 395 1418 2430 1418 200 150.2 2,430 20 1 20 0 P467 14.4 142 3102 582 -0.6 144,5 2,604 20 46.7 P39 9.7 1420 4176 758 5,6 213,1 3,422 20 406 P469 11.9 1422 5900 758 -398 108.4 3,427 20 94.6 1939 7.0 1424 1688 1424 200 256.2 1,688 20 200 P473 11.1 J426 4207 1426 2(10 286.2 6,207 20 200 P475 11.2 144 3011 582 3A 153.7 2,604 20 43.5 P41 Ifi.1 146 2394 152 117 167.2 2,306 20 24.3 P45 7.7 148 241N 152 17.9 1724 2375 20 222 1147 85 150 2615 582 15.6 _ 182.1 2,507 20 25.3 P515 10-0 152 2129 152 20.0 177.2 2.129 20 20.0 P49 13.6 154 2349 154 20.11 168.2 2,349 20 211.0 P51 1510 158 1216 164 1212 84.2 1363 20 27.8 _ P53 7.5 160 1197 164 11.8 83.2 1,143 20 28.2 P55 7.3 162 1177 164 14.8 902 1,141 20 25.4 1'57 73 164 1 164 20.0 1022 1,103 20 20.0 P59 7.0 J66 328 166 20.0 87.2 328 20 20.0 P61 33.5 180 2220 336 18.7 2812 2,(70 20 21_3 1686 9.4 182 2322 1114 18.7 286.2 2,269jF20) 213 F15 9.6 184 2315 1114 187 286.2 2,261 21,3 P77 9,6 186 3039 1114 6.6 118.2 2,466 34.2 P79 11.0 188 3037 1114 919 265.7 2,576 31,0 P81 5.9 190 2366_ J90 20.0 290.2 2,366 200 P81 78 192 2317 192 200 297.2 2.317 20.0 P85 9.7 194 2567 194 20.0 298.2 2,567 200 P87 124 198 2541 198 240 282.2 2,541 20.0 P89 9,5 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-171 L-174 Ordinance 3230 Exhibit A Page 794 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD ID Demand(gpm) El-d..(R) lk.d(D) E'-(psi) 10 097 109.65 ""492.6 IOOU 097 183-54 325-6 616 1002 097 156.74 325.5 73.1 1004 097 162.38 35.5 70.7 1006 097 170.00 315.5 674 1012 097 140,97 325.6 BOA 1014 097 155.73 325.5 73.6 WIN 097 114,13 325.6 616 102 097 86,15 323.8 1030 1020 097 140,00 319.6 77 8 1022 097 149,77 319.6 73.6 1024 097 158.06 319.7 700 1026 097 225,08 359,9 58,4 1028 097 220.00 359.9 60.6 1030 0.97 230.00 359.9 563 1032 0_97 226,42 359.9 519 1034 0.97 213.71 359.9 634 1036 097 230.00 359.4 56.1 1038 097 149.44 325.5 763 104 0,97 10.61 323.1 135.4 1040 0,97 193.89 325,6 57.1 1042 0.97 196.01 325.6 56.2 1046 097 140.00 325.5 80.4 1048 0.97 188.58 32566 59A 1050 097 199.18 325.6 54:8 1052 097 152.77 325.5 74.9 1054 097 160.00 325,5 71 7 1056 0.97 210.00 325.6 511.1 1050 0.97 20U0 35,6 54.4 106 0.97 11.03 323,1 134,9 1060 097 222.33 359.2 59.3 1062 097 220.00 359.2 60.3 1064 097 220.00 359,3 60.3 1066 0,97 234. 1599 563 1068 0.97 187.24 319.7 57.4 1070 097 186,97 319.7 57.5 1072 09'1 18451 IIIA 586 1074 091 184.86 319-8 585 1076 0.97 104. 319,8 60.6 IU78 097 2698 322.1 127,9 108 097 180.00 3+_5.5 631 1080 091 172.96 325,6 66.1 1082 0.97 2-v LOO 3599 503 1084 0.97 230.00 359.9 56.3 1086 0,97 215,02 325.6 47.9 1088 097 711,78 3257 494 1090 0 97 171.46 325.6 668 1092 097 166..10 3256 69.1 1094 097 19400 325.6 5&8 1096 097 250.00 360-0 47.7 1098 097 248.44 3610 48.3 110 097 18434 3255 619 1100 091 239.64 360.0 521 1102 0.97 237.00 3599 53.3 1409 0.97 237.01 359.9 533 1106 0.97 19.75 322.2 1311 1108 0197 4749 32 L6 11.08 Pf IO U.97 50.. 121,6 117.7 1412 0_97 5000 3'_1.6 117.7 ll14 0.97 81.60 322.0 101,6 M6 0.97 84,19 322.0 103.0 1110 197 98,09 320 7 964 112 0.97 IAOAO 3255 63,0 1120 11,97_ 45.80120.5 1122 0.97 44.24 3236 121A 1124 0.97 235.74 3599 538 1126 0 97 237 88 359 9 52.9 1128 097 237.64 359 9 530 1130 0.97 247.73 3600 40.7 1132 0 97 24621 360 0 491 1134 0 97 245.22 3600 497 1136 097 24023 3600 51.9 IIIA 091 230011 359.9 563 1140 0,97 234. 359.,9 5613 1142 0.97 230.. 359.9 563 1144 0 91 234IX1 359.9 563 1146 0 97 217.04 359.7 61.6 1148 0.97 215,67 159.3 62.2 11511 0.97 1601111 325,6 71.7 1156 0.97 10.. 3'_2.5 135.4 1158 097 .00.30 324.5 105.8 116 091 77,11 3592 571 1160 0.97 13&52325.2 80.9 1162 0-97 25400 360.0 47.7 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-172 L-175 Ordinance 3230 Exhibit A Page 795 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD ID Demand(bpm) El-i..(D) Dead(k) Rcs-(pd) 1164 997 250.00 360,0 47.7 1166 097 157-81 325.5 72,7 1168 097 152.69 3215 74.9 1170 0.97 140.32 35.5 80.3 1172 0.97 165.63 3267 69.8 1174 0.97 191.17 326.6 58.7 1176 0.97 184.36 328.0 62.2 1178 097 19456 327.fi 57.7 11 BO 0.97 37.86 323 5 123 8 1182 0.97 205.89 323.5 510 1184 0.97 21000 3223-5 49,2 1186 0 97 207 82 323 7 50,2 1188 0 97 212 70 323.5 48.0 1190 097 39 16 3236 1213 1192 097 MAN 323.fi 1213 1194 097 10.00 322,5 135.4 1198 097 98.91 324.0 97.5 12 0.97 119.41 1 323..4 88.4 12(8) 0.97 92.99 324,0 100.1 1202 0.97 260.00 350,9 43.7 1204 0.97 281,82 324.0 18.3 1206 0.97 26000 324.0 27.7 1208 0.97 215.02 363.0 64.1. 1210 0.97 209.38 363.0 66.6 1214 0,97 236.81 362.6 54.5 1216 0.97 234.89 362.6 55.3 1218 0.97 230.00 362.6 57,4 122 097 IN8.59 327.6 60,3 1220 0.97 24232 362.6 511 1222 0197 248.32 362.6 49.5 1224 0.97 25206 3636 47.9 1226 0.97 190.00 363.0 75.0 1228 0,97 20339 363.0 69.2 1230 0.97 34.11 324.0 125.6 1232 0.97 45.49 323.8 120.6 1234 0.97 22000 359.5 605 1236 097 25493 3546 47.1 1238 0-97 233-74 359.5 536 124 0.97 186,55 327.6 67.1 1240 0.97 190.1X1 363,11 75.0 1242 097 228.74 363.0 58.2 1244 _ 0.97 229.52 363.0 578 1246 097 243.84 3630 1 516 1248 0.97 292,39 323.0 13.3 1250 097 191.79 3612 74.3 1252 097 248.40 363A 49,9 1254 0.97 254.64 3607 46.0 1256 0..97 193.78 363,0 73.3 1258 D97 20485 363.0 70.3 126 0.97 13116 326.2 83.6 1260 0.9716035 363.0 79.1 1262 097 192,19 3610 74.0 1264 097 192.00 MAX 74.1 1266 0,97 240.00 9.4 51_7 1268 497 173.37 4.6 65.5 1270 0.97 290.98 1.7 31.5 1272 0.97 29091 3.7 315 1276 0,97 204.24 8_1 66.7 1278 0.97 254.00 MO 45.9 128 0,97 131.69 84.3 1280 097 251m) 360.0 46.4 1282 0.97 178.98 3611 79.8 1284 0.97 184,82 363.1 77.3 1286 0.97 179104 363.1 79_7 1288 0.97 207.91 363,0 67.2 1290 0.97 200.00 363.0 707 1292 0.97 2711.(81 363,0 443 1294 0..97 274,00 363.0 38.6 1296 097 280.00 3610 36.0 1298 097 240,11 36313 53.2 130 0.97 _ 75.90 3213 1063 1300 097 25000 3610 489 1302 097 2411.181 363.0 53,3 1304 097 239,93 363.0 53.3 1308 0.97 21423 363.0 65.8 1310 0.97 RIAS 3240 105.3 1312 2'!Z155.29 324,0 13.1 1322 0.97 292,32 363,8 31.0 1324 097 250,(81 359.8 47.6 1326 0.97 114,91 324.0 90.6 1328 0.97 105.92 324-0 94.5 1330 0.97 1 7116 324,0 109.6 1332 1.97 JOAN 326.1 68.1 1374 0.97 17292 3274 66-9 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-173 L-176 Ordinance 3230 Exhibit A Page 796 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD ID Demand(pm) El...Oon(D) Head(0) Pressure(psi) 1336 0.97 174A7 ]274 66.4 1338 0.97 42.34 324,7 122.3 134 097 94-90 323-6 99.1 1340 097 30.00 3246 1271.7 1142 0.97 96.30 325,8 99.4 1344 097 138.23 331,9 93,9 1346 (197 90(N) 3315 109.0 1348 09740.00 3252 123.6 1350 097 17737 3274 65,0 1352 (197 150.IN1 327,2 76.8 1354 0.97 133,86 32211 812 1356 0.97 144,15 321.3 767 1358 097 17354 321.3 64,0 136 0.97 97.87 3216 97.8 1360 497 109.91 321.3 916 1362 0.97 121.34 721.2 86.6 1364 097113.81 321,2 89.9 1366 097 13fi.04 3214 803 1368 097 77.59 321.5 1057 1370 097 8000 321.4 1046 1372 097 8727 321.3 1014 1374 097 IIA29 321.1 89,6 1376 097 84.45 321.3 1026 1378 0,97 113.45 321,1 90,0 138 0.97 79,62 32_].5 105.7 1380 0.97 10,00 321-1.5 135.0 1382 097 16.13 321,6 132.4 1384 0.97 11738 321.1 88.3 1386 0,97 80.56 321.1 1043 1388 0,97 84,36 3210 102,6 1390 0.97 117.37 37_1.1 883 1392 0.97 9160 321.3 97,8 1394 (1 97 21.73 323,4 130.7 1396 0.97 28 13 323.4 1218 14 097 124.42 1211 86-2 140 (M 8000 3235 1055 1402 0-97 89.90 3214 100.3 1404 0,97 10000 321,4 959 1406 007 194.39 375.2 61.0 1408 0.97 20954 359.3 64_9 1410 0.97 210.48 359.3 64,5 1412 0.97 251-IN) 324.0 31..6 1414 097 230.00 3240 40.7 1416 0.97 6441 333,4 113,5 1418 0.97 61,71 3214 113.4 142 0-97 9000 3235 1012 1420 097 49.19 3234 1188 1422 0.97 55.13 322.,7 1160 1424 0.97 5000 3227 118..2 1426 0.97 4000 3252 123,6 1428 097 0 89 1 324,9 125 6 1430 097 35 62 325.2 125 5 1432 0.97 229 SO 361 0 57.4 1434 (1.97 237.35 361,0 536 1436 0.97 21632 361.0 62.5 1438 097 226,42 3610 58,3 144 097 8932 323.5 101.5 1440 097 21543 323.5 46.8 1442 0,97 210,72 123.5 48.9 1444 0.97 21(1.110 3215 49,2 1446 097 211.37 3215 48.6 1449 091 196.86 223'55&9 1450 0.93 178.07 323.5 63,0 1452 097 24400 361,0 524 1454 0.97 10235 324.0 960 1456 0.97 ",'IN1 3610 56.8 1458 0.97 25000 361,0 48_1 146 0.97 219.01 327,6 47.1 1460 (L97 240,44 361,0 522 1462 097 25000 36110 481 1464 0-97 22727 361.0 579 1466 0,97 25(100 3640 48.1 1468 0.97 211.90 323,5 48_3 1470 0.97 2]2.80 361.0 55.5 1472 097 23646 361.0 54.0 1474 097 238,09 361,0 53,2 1476 097 240.00 361.0 52.4 1479 097 30500 324,6 127.7 148 0.97 184,26 323.8 60.5 1480 097 2634 324.6 12192 1492 097 3429 3247 1258 1484 097 48.80 325 4 119.8 1486 0.97 13885 3319 83.7 14881 0.97 3000 3333 1271 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-174 L-177 Ordinance 3230 Exhibit A Page 797 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD To Demand(bpm) EleveOon(R) 13e1m 101 Fe.- 1 1490 0.97 2209. 323..1 130.4 1492 0.97 1703 322.8 1325 1494 fl 97 37 72 322..7 123.5 1496 0.97 30.00 3246 1276 1498 0.97 2&63 324.6 128.2 150 1397 143.97 1162 79.0 1500 097 3000 3246 127.6 1502 0.97 27,56 324,6 1287 1504 0.97 41.03 3214 M3 15M 0.97 28.51 323.4 127.8 ISON 097 26.00 323,4 131.5 1510 097 4767 323.1 119.4 1514 0.97 26.34 324.6 129.2 1516 0.97 27.25 32&2 128.7 1518 197 25.32 324.2 129-5 152 0.97 100.19 327.3 98.4 1520 0.97 25A8 324.2 129.4 1522 097 4615 323.7 1203 1524 09Z100,00 3217 96.9 1526 0.97 42.90 322,7 121.2 1528 0.97 24.47 322.5 1242 1530 0.97 10,00 322A L35A 1532 0.97 2000. 322.0 130.9 1536 0.97 170.00 3203. 65.1 1538 0.97 I]L80 310.5 81.8 1540 097 17190 320.1 642 1542 0.97 139 57 319,8 78.1 1544 097 14048 319.8 777 1546 0.97 133.93 3149 80.6 1548 0 97 132.25 320.0 81.3 1550 097 6805 324.2 ilio 1552 097 35.63 325,3 1255 1559 0.97 9580 326.0 99.7 1556 0.97 68.12 322.0 110.0 1558 0,97 27000 411.5 61,8 156 0.97 26287 425.2 70,3 1560 097 248,36 412A 71„1 1562 0,97 2WAN 4125 75.1 1564 0.97 155.12 321.1 71.9 1566 0.97 136.04 322.1 80.6 1568 0.97 138.90 3265 81.3 1570 0.97 61M 323.7 114 3 1572 0.97 6256 323,7 L131 1576 0,97 107,27 323,4 93.7 1578 0.97 118.92 314.6 89.1 1580 0.97 105.96 324,6 94.7 1582 11..97 134,99 324.2 82.0 1584 0.97 12624 324.4 85..9 1586 0.97 114_73 321.4 1 89.6 1588 0.97 123.28 310.2 Bi3 1590 0.97 13219 320.8 8 L7 1592 0,97 144,84 320.7 762 15960.97 12514 320.4 .6 1598 0.97 II&03 310.4 87_7 160 0197 26124 425.2 70,2 1602 0,97 6562 321,7 IIl.0 1604 0.97 10.00 322.4 135.4 1606 0.97 10.00 322.4 1 135.4 1608 0.97 10110 3225 135,4 1610 097 10,00 322.5 135.4 1612 097 210.00 359.9 65.0 1614 097 21179 3599 60.2 1616 0,97 48.28 323A 119.2 1618 0.97 130.00 320.4 82.5 162 097 2(10.66 425.2 71.3 1620 097 99.52 323.8 97.2 1622 0.97 114,77 3218 906 1624 097 IafNI 323,1 135,7 1626 0.97 10.00 323.1 135,7 1628 0.97 85 41 322 7 102 8 1630 097 77,09 3227 106,4 1632 097 258.58 425.2 722 1634 197 255.66 425.2 73.5 1636 1197 MAN 328.0 62A 1638 097 17001 320.1 65.0 164 0 In 240.00 3595 51.8 1640 097 177 S3 3200 6L,8 1642 0.97 131A6 323.8 83.3 1644 0.97 164.51 328.7 71.2 1646 0.97 15000 3196 77.4 1646 0.97 79.58 320A 104.4 1652 0.9710.12 323.2 135.6 1654 097 21267 418.7 89.3 166 t7 097 24000 3544 518 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-175 L-178 Ordinance 3230 Exhibit A Page 798 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD fl) D-d(gpm) El-fi-(R) Dead(R) p"..-(psi) 1660 097 188.00 363,0 758 1662 09-1 16937 362.6 83 7 1664 097 230.00 361 0 568 1666 0.91 237.81 361.0 53.4 1668 097 21315 31_3.5 47-8 1670 097 215.73 323.5 46.7 1672 097 26000 3604 413 1674 097 26000 360,0 433 1676 097 25433 359,9 457 1678 0.97 260.00 360.0 433 1680 0.97 260.00 360.1 43A 1682 097 26000 360,1 43,4 1684 097 26000 3602 43.4 1696 091 174.24 324,8 65.2 1688 097 26399 360,1 41.7 1690 097 20775 323,5 50,1 1692 097 230 00 361.0 56.8 1694 097 169.28 324.6 673 1696 097 186A9 327A 61,2 1698 0.97 117,66 326.2 90.4 170 097 5243 325.4 118.3 1700 091 70.69 328.9 711 9 1702 097 79681 329.4 7082 1704 097 85.39 329.8 105.9 1706 0.97 1"' 13063 108.2 1708 097 40.00 325.3 123 6 1710 0 97 41.96 324.2 122.3 1712 097 3480 324.2 1254 1714 097 24,97 324.2 129.7 1716 0.97 42,72 324.2 122.0 1718 0.91 34.61 324-0 MA 172 0 97 70.00 325.5 110.7 1720 0 97 34.81 324.0 125.3 1722 0.97 109.613273 94.3 1724 0 97 115.47 3'_7.3 91.8 1728 0 91 40.86 324,2 1228 1730 1197 37,60 324,2 1242 1732 0 97 3000 324.2 127.5 1734 0.97 30,00 324,2 127,5 1736 0-97 300,7 324-2 127,5 1738 0.97 70.00 324.2 127.5 174 0.97 260.00 3623 44.3 1740 097 26,22 324.2 129.1 1742 0.97 33.05 323.9 126.0 1744 0,97 2427 3'_39 129.8 1748 097 25.99 324.1 129,2 1750 097 3000 3241 1274 1752 0.,97 24,98 324,2 1296 1754 0.97 6804 328.9 1130 1756 38.47 5268 3287 1196 1758 097 3255 325.2 1268 176 0,97 260,00 362.4 44.4 1760 097 2741 325.1 129.0 1762 0,97 170,00 327.4 68.2 1764 0,97 30.00 324,2 127,5 1766 0.97 30.00 324.2 127,5 1768 0.97 17835 328.1 W3 1770 097 206.34 3240 517 1772 0.97 175,63 3293 66-6 1774 0.97 9863 326.0 98.5 1776 0-97 9000 324.3 101.5 1778 0.97 8269 323 7 104.4 178 0197 282,18 363,0 35,0 1780 (197 127-10 323,5 85.1 1782 0.97 125.11 3215 85.9 1784 0,97 6303 3215 1120 1786 0.97 6000 321-7 1134 1788 0.97 8000 3219 104.8 1790 0.,97 8968 321 9 1016 1799 097 500) 3'_15 1 1177 1796 0,97 5731 32L5 1145 1798 0.97 3112 3215 125.8 18 0,97 518.54 3235 888 180 0,97 147,97 360,0 91.9 1800 097 9498 323 9 99.2 1802 0.91 5000 3217 116.6 1804 0197 5000 3217 118.6 1806 0,97 35,45 3217 124.9 18U8 0.97 56,57 321.9 115,8 1810 0.97 17.59 322.0 131,9 1812 0-97 215.65 3599 62.5 1814 0.91 1000 3225 135A IBI6 097 1176 _ 3220 133.6 1818 097 34 16 325 2 126.1 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-176 L-179 Ordinance 3230 Exhibit A Page 799 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD ID Demand(gpm) El-li-(D) Head(0) P-.(psi) 1820 0.97 244-19 410.1 122 1822 0.97 227.63 410.7 79.3 1824 0.91 46.93 3227 1l95 1826 0 97 7490 322.7 107.4 1828 097 12.22 321.8 134.1 1830 0-97 13.61 322.0 133.6 1832 097 98.11 325.0 98.3 1834 0,97 153.56 323.5 73.6 1836 0.97 154,91 3235 73.0 1838 0.97 94.64 322.7 98.8 184 0.91 151.17 360.0 90.5 1840 0.97 2000 3246 132.0 1842 0.97 159.83 3237 7L0 1844 0.97 180.00 313.7 62.3 1846 0.97 14000 3231 79.6 1848 0.97 1040 322.5 135.4 1850 0.97 1D.00 322.5 135.4 1852 0.97 in Im 322.5 135.4 1854 0.97 10.00 3'_2.5 135A 1956 0.97 63.01 323.7 112.9 1858 0.97 56,05 323.7 1160 186 0.97 14639 360-0 92.5 1860 0.97 6190 323.7 113A 1862 0.97 1n.w 315.3 127,9 1864 0.97 fi0.00 323.7 114.7 I B66 0.97 71.53 331,9 108.5 1868 0.97 71 63 321.9 108 4 1870 0.97 193.01 326.6 57.9 1872 0,97 226,29 326.6 43.5 1874 0,97 138.91 31(16 R1,3 1876 0,97 202,01 418.7 93.9 1878 0.,97 46.92 323.7 119,9 188 0,97 114.66 36(LII 106.3 1890 097 95.59 323.9 9119 1882 097 35.82 323.5 124.7 1884 0.97 29.59 323.5 1274 1886 0.97 55,45 3236 1162 1998 097 180.00 3237 62,2 1890 097 180,00 323.6 612 1892 0.97 182.65 323.6 61.1 1894 0,97 183,65 323.6 60.6 1896 0.97 28 60 3234 127.7 1898 0.97 20 00 MA 13 L5 190 0.97 210,00 359,9 65.0 1900 0-97 38.46 323A 123,5 1902 0.97 71.78 323.4 109.0 1904 097 40-0 323.4 122.8 1906 0.97 5675 323.2 1155 1908 0.97 5006 323.2 1184 1910 097 10.99 323,2 1353 1912 0.97 170 00 320.1 65.0 1914 0.97 168.46 320.1 65 7 1916 097 1000 322.4 1354 1913 097 10.00 3224 1314 192 0.97 221,94 359.9 59.8 1920 097 69,11 321,9 109.5 1922 0.97 97,89 MA 96.9 1924 097 65,38 3220 111.2 1926 0.97 44,09 3224 120.6 1928 0.97 61.06 322,5 113.3 1930 0.97 11519{ 320.6 89.7 1932 097 155,01 319,6 713 1934 097 151.07 319.6 73.0 1936 0.97 156.25 320.7 71,3 1938 0.97 1609 311,8 132.5 194 0.97 240,00 359.9 52.0 1940 0.97 11(100 324.8 93.1 1942 0.97 60.00 323,1 114.0 1944 0.97 104.86 323.4 94.7 1946 0.97 60.00 323.7 1143 1948 097 50.00 323.7 1186 1950 0.97 _129.92 325.5 84.8 1954 0.97 247.77 359.7 48.5 1956 0.97 72.65 321.3 107.7 1958 0-97 IR-87 _3228 131.7 196 0-97 260.00 324,0 27.7 1960 093 147.89 327.0 77.6 1962 0,97 131.75 317.0 84.6 1964 (197 1 5491 321.7 115.6 1966 097 25600 4107 67-1 1968 09725158 410.7 69.0 1970 097 270.00 4107 61.0 1972 0.97 14.40 321.6 133.1 1974 0.97 1665 321.8 1322 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-177 L-180 Ordinance 3230 Exhibit A Page 800 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD m Demand(yam) Eleva lm(D) Head ID) ) Pe--1va0 1976 0,97 2294 323.61303 1978 0.97 9431 3258 1003 198 097 260,00 324 0 27 7 1980 0.97 8544 323,3 103.1 1982 0.97 8552 323.3 103.0 1984 0.97 81.08 31_3.3 104.9 1986 0.97 84.24 3213 103.6 1990 0.97 125.39 321.1 84,8 1992 0.97 15614 321.1 71.5 1994 0,97 10.00 322.5 1354 1996 0.97 10.00 322.5 1 135-4 1998 0,97 190 00 320.1 56 4 20 0.97 Ila6T 323.5 89.0 200 0.97 250.42 359.9 47.5 2000 0.97 189.61 320,2 56.6 2002 0,97 179.35 32-0.2 61.0 2006 0.97 150 71 321.3 73,9 2010 0.97 4656 322.8 119.7 2012 0,91 1682 323.6 1355 2014 0.97 1000 313,6 135,9 2016 0.97 1742 323.5 132.6 2018 0.97 71.58 324 0 109.4 202 0,97 259-33 3599 43.6 2020 0.97 131 64 320.0 a L 6 2022 097 13265 320,0 81.2 2024 0,97 138.27 319.8 78.7 2026 0,97 132.00 3200. 81.4 2028 697 117.44 325.0 899 7030 0.97 117.85 335,0 89.8 2032 0.97 13.23 323.6 134.5 2034 0.97 38 10 323 7 123.8 206 0197 '659 323,7 11.5.7 2038 0.97 4000 323.7 1229 2040 0,97 6176 323.6 113.5 21142 0197 3133 323,5 1266 2044 0.97 4000 323.4 1228 2016 0.97 5440 323.5 116.6 2048 0,97 14 22 323 6 134.0 2050 0.97 194,92 331.4 59.1 2052 0,97 168.87 3285 69,2 2054 0.97 107,30 326.6 95.0 2056 0.97 89.85 326.6 1026 2058 0.97 80.00 321.9 1048 2060 0.97 141.23 326.8 80.4 2064 0.97 8000 320.6 1 104_2 2066 0.97 25.41 3215 1281 2068 0..97 9182 323.8 99.7 2070 0.97 86.90 323.8 1027 2072 0.97 222,58 326,6 45.1 2074 0.97 147.90 328.6 78,3 2076 097 253.00 360.0 46.4 2078 097 250.00 3599 47.6 208 097 19000 3198 56.3 2080 097 226.06 417.0 82.7 2084 097 1201 322.5 1345 2086 097 13.07 322.5 134.1 2088 097 3530 3234 124.8 2090 097 11633 3250 90,4 2092 097 10.00 322.4 135.4 2094 D97 135:78 154 82.0 2096 097 73.55 3239 1085 2098 097 74.22 324.0 1082 210 097 230.00 360.6 5&6 2100 097 240.00 1 359.9 52,0 2102 097 240.00 359.9 52.0 2104 097 3000 325.3 1279 2106 097 30 00 325.3 1279 2118 IL97 237.85 428.5 826 2110 1 097 226.04 422.5 85.1 2112 0.97 37.95 325.3 124.5 2114 U97 5821 3253 1 113-7 2116 097 1651 321.8 132.3 2118 0.97 14.38 321.8 1331 212 0.97 227,20 360,6 5718 2120 097 185-84 320.0 5811 2122 097 19000 319,9 563 2124 097 190.00 319.8 56.3 2126 0.97 190.00 319.9 563 2128 097 177_93 3200 61,6 2130 0 9') 168.80 338.5 69.2 2132 097 154.95 321.0 71.9 2134 0 97 195 91 321 0 54,2 2136 0971000 323.4 135.8 2138 097 10.00 3M4 135.4 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-178 L-181 Ordinance 3230 Exhibit A Page 801 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD ID oem d(gpm) Elevation(rt) H-d(n) P-re(,l) 214 0.92 20684 3602 66.5 2140 0.97 1000 _3224 135.4 2142 0,97 1000 3225 1354 2144 0.97 6713 3227 110.7 2146 0.97 15252 323.8 74.2 2148 0.97 172.47 323.8 65.6 2150 1 0.97 116 BO 325.0 90.2 2152 0.97 117.39 325.0 90.0 2154 0.97 77.06 324.5 1072 2156 0.97 40,00 324.2 123.2 2158 0.97 1o:00 322.7 1355 216 0.97 200.00 360.3 69.4 2160 0,97 10 m 322.6 135,4 2162 097 4000 325.4 123.7 2164 0.97 240.00 361,0 52.4 2166 0.97 240.0 361.0 52.4 2168 0.97 240_W 361.0 52.4 2170 0.97 24000 361-0 52.4 2172 0.97 240.00 361.0 52.4 2174 0,97 270.00 36140 56,8 2176 q97 23249 3610 55,7 2178 0.97 230.00 361.0 56.8 218 0.97 210.W 3602 65.1 2180 0.97 228.30 361.0 57.5 2182 097 21400 361.0 65.4 2184 097 25000 359.7 475 2186 0,97 220.09 359.3 60,1 2168 0.97 23000 359.3 560 2190 0.97 25245 359.9 465 2192 (197 240.00 361,0 52A 2194 0.97 23569 359.7 537 2196 0,97 24000 359,7 519 2198 097 252 351. _59 9 44.8 22 0.97 119.47 323.5 SBA 2200 0.97 192.51 325A 57.6 2202 119-121 611/ 359.9 623 2204 097 21627 359,9 62.2 2206 097 19000 325,3 58,6 22()8 0.97 215.75 359.3 622 2210 0.97 __Ll 01 322.5 135.4 2212 197 10.00 3225 135.4 2214 0.97 248_55 3599 482 2216 097 240.00 159.8 51.9 221 B 0.97 240.00 359.6 51.8 222 1197 180.73 359_9 77,7 2222 0.97 23000 361.0 568 2224 0.97 230600 361.0 56,8 2226 0.97 223.21 361.0 59.7 2228 097ISOAU 324.8 75.7 2230 0.97 180.00 325,3 629 2232 U,97 177.87 325.2 63.8 2234 0.97 108.06 325.3 59.5 2236 0.97 140.00 325.0 80.2 2238 0-97 164,51 324A 6915 224 0.97 189,96 359.9 73.7 2240 0.97 230,00 359,7 562 2244 097 22576 361.0 58-6 2246 0.97 250.W 360.1 471 2248 0.97 240.00 K359.3 520 2250 0,97 10.00 135,4 2252 0..97 170.00 67.1 2254 0.97 176.02 64.5 2256 0.97 17171 66,5 2258 0.97 240.00 51.7 226 0.97 240.00 52.42260 097 214,27 54.2 2262 0.97 247.65 359.7 416 2264 0,97 211.75 359.0 63.8 2266 0.97 2W.U0 3510 68.9 2268 097 224.78 361.0 59-0 2270 097 220.00 _ 36L0 61.1 2272 0.97 218.20 16l-O 61.9 2274 0.97 236.53 361.0 519 2276 0.97 240.00 361.0 52.4 2278 097 140.25 319.6 77.7 228 0.97 249.74 361.0 48.2 2280 097 26B 80 360.7 399 2282 0 97 240.00 359.5 51..8 2294 0.97 175,33 325,2 64.9 2286 1 0.97 173 56 325.2 65=7 22880 97 155 of 323.5 73.0 2290 0 97 11252 323.5 654 2292 0.97 180.00 324.4 62.6 2294 0.97 214.11 361.0 613 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-179 L-182 Ordinance 3230 Exhibit A Page 802 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD 3n D-d(bpm) El..nLion(n) Mod(rt) FY-..(ml) 2296 0.97 208.61 323.9 50.0 2298 097 200.37 324.0 536 230 097 4D(10 3234 1228 2300 097 194.95 324.0 559 2302 097 190.00 324.1 59.1 2304 0.97 186.43 324.3 59.7 2306 0.97 205,42 324A 5115 2309 0.91 210.00 324,4 49.6 2310 0.97 220,00 324.4 45.2 2312 0.97 210240 324.4 49.6 2314 0.97 212.57 3240 48.3 2316 0.97 189.17 324.1 58.5 2318 097 184.19 324.0 60.6 232 097 7028 323A 1097 2320 097 171.24 324,5 66A 2322 097 166.78 324.6 68.4 2124 D 97 164.97 124.5 69.2 2326 097 184.08 324.0 60.6 2328 097 198AO 123.9 54.4 2330 097 180.67 324.0 67.1 2334 097 195.59 323.9 55.6 2336 097 200,00 323.9 53.7 2118 D97 2(Xl(Hl 323.9 537 234 097 103.98 3239 95.3 2340 097 202.10 3239 52.8 2342 097 107.19 323.9 50.6 2344 097 23183 359.4 53.6 2346 097 217,63 359.3 61.4 Z348 (197 237.00 359.4 531 2350 197 145,44 324.4 77.5 2352 S 097 127.02 313.5 85.1 23.54 097 156.92 324.5 716 2356 097 73 94 321.3 107 2 2358 D 97 1000 321.3 134.9 236 097 110,00 323.9 92.7 2360 097 1000 321.3 134.9 2362 097 17 81 321.3 131.5 2364 097 1000 321.2 134.9 2366 097 _ 1649 3^_1,2 132.1 2368 097121j 00 321,3 1349 2370 097 1000 3_'1.5 135:0 2372 D 97 1000 321.5 135.0 2374 097 1000 321.5 135.0 2376 0.97 10.00 321A 134.9 2378 0.97 1000 321.4 134.9 238 0.97 75.96 321.3 106.3 2380 0.97 1000 321.4 134.9 2382 0.97 1400 321.4 113.2 2384 0.97 10.00 321,5 135.0 2386 0.97 10.00 321.3 134.9 2388 0.97 13.91 321.3 133.6 2390 0.97 10.00 321,4 134.9 2392 097 20,00 321.3 130.6 2394 0.97 6653 371.3 1104 2396 0.97 17.53 311.4 131,7 2398 0.97 55 03 321,4 115,4 24 097 14514 323.5 77 3 240 097 90 76 321;3 104.2 2400 097 1300 311,5 133.7 2402 0.97 14.37 32_1.4 133.0 N04 097 13 00 321.4 133.6 2406 097 1941 321.5 130.9 2408 0.97 46.52 323.9 120.2 2410 0,97 46.79 323,9 120,1 2412 0.97 49.96 313..9 118.7 2414 097 4000 324.4 123.3 2416 0.97 38 49 3243 123.9 2418 0.97 33.92 324.0 125.7 242 0.97 103.34 321.3 944 2420 0.97 55 78 314.0 116.2 2422 0.97 28.30 324,2 128.2 2424 097 6245 124 2 113,4 2426 0.97 41.44 323 9 122.4 2428 0.97 3000 31_3.9 1273 2430 0.97 41.79 313.9 122.2 2432 097 57.56 323.9 115.4 2434 097 34.56 323.9 125.4 2436 0.97 56.21 3219 1160 2438 0.97 6632 323.8 111.6 244 11,97 218.91 434.0 932 2440 0.97 70.00 323.9 110.0 2442 097 18.00 3239 1325 - 2444 11.97 54.47 323,9 IIh7 2446 0.97 56.84 323.9 115.7 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-180 L-183 Ordinance 3230 Exhibit A Page 803 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD 3D Demand(BP.) EA-tm(H) Heed(EI) Reaere 1pci) 2448 0,97 62.58 3319 113,2 2450 0,97 6642 3216 111,5 2452 0.97 71.83 323.8 1092 2454 0.97 6091 3238 111..3 2456 0.97 7547 314.0 107 7 2458 0.97 79,80 324.0 105.8 246 0 97 239.00 434.0 84.5 A60 097 66 OB 324.0 111.8 2462 0,97 100.00 324.0 97.1 2464 0,97 97.10 314.0 98.3 2466 0,97 98.17 324.0 97.9 2468 097 6000 3740 1144 2470 0.97 40.75 324 1 122.8 2472 097 41.57 324.1 122,4 2474 097 40-00 320.1 1211 2476 097 59.50 323.7 114,5 2478 0.97 3899 324.1 123.6 248 037 26000 3600 43A 2480 097 B0.B7 323.9 1053 2484 0.97 62„12 323.9 113.4 2486 097 411.011 3219 1231 2488 097 6130 323.9 110,7 2490 0.97 100.00 324.0 97.1 2492 0,97 4(LOO 323.9 123,11 2494 097 9&67 3241 97.6 2496 097 4000 323.9 1230 2498 097 10(1.111) 324.0 97.1 250 097 26080 360.1 43.0 2500 0,97 60.18 323,7 114.2 2502 0.97 58.95 323.7 114.7 2504 0.97 196.36 334.5 59.8 2506 097 M 40 408,7 91 1 2508 097 193.01 334,2 61..2 2510 0,97 40,00 323,9 1 123.0 2512 097 4000 323,9 123.0 2514 0.97 40.00 324.1 1231 2516 097 9824 3240 97.8 252 097 255.07 359,9 454 2520 097 30.00 324.2 127,5 2522 097 30.00 324 2 127.5 2524 097 3000 324,0 127.4 2526 097 32.57 324.0 126.3 2526 0.97 2000 324.4 131.9 2530 097 40.00 3219 123.0 2532 097 3230 32-3,9 126.3 2534 097 3941 323.9 123.3 2536 097 7601 328.7 1095 2538 0.97 2163 324.8 1304 254 0.97 26000 360.0 43.3 2540 0.97 20W 324.4 131,9 2542 0.97 27.61 324.2 128-5 2544 0.77 202.97 ]599 68.0 2546 0 97 40.00 325.1 1235 2548 0,97 35.42 324.0 125.0 2550 097 38.75 313.9 123.6 2552 0.97 4546 323.9 1207 2554 0.97 40.00 324.0 1230 2556 0.97 44.53 3253 12l,7 2558 097 4000 323.9 123,0 256 0.97 251,65 359.9 46.9 2560 097 4000 323,9 1230 2562 0.97 44 12 323 9 121.2 2560 0.97 188.79 3218 58,5 2566 0.97 191.03 3'_3.8 57.5 2568 OX 5000 325,3 119,3 2570 0.97 80.00 331.5 109.0 25740.97 29.13 324.1 1278 2576 0,97 2674 324,0 128.8 2578 0.97 30.00 313.9 127.3 258 0.97 242.93 359.7 50.6 2580 0.97 48.19 323.9 119.5 2582 0.97 13846 326.5 815 2584 097 136.57 1 316.2 82,2 2586 097 17.67 324.2 132.8 2588 09724.17 323-9 129.9 2590 097 36.85 323.9 124.4 2592 097 30.00 3242 127.5 2594 097 47,24 324.7 1202 2596 G97 44.72 324 7 121.3 26 0.97 103 35 3140 95.6 260 097 24PW 359.6 51-8 2602 0.97 1852 324.2 1325 2604 097 2404 324.1 1300 2606 0.97 2000 324.7 1 131 9 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-181 L-184 Ordinance 3230 Exhibit A Page 804 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PED ID IM-nd(Bpm) EI-Ifi.n(n) Head(rt) r--(psi) 2610 097 3427 324.0 125,5 2612 097 2000 3243 131 9 2614 0.97 40 00 323.9 123 0 2618 097 10382 320.6 940 262 0.97 24000 359.9 51.9 2620 0197 80.39 321.0 104.3 2622 097 6054 321,3 113,0 2624 0.97 18466 323.8 603 2626 0.97 191.29 323.8 57.A 2628 0.97 40.96 3242 1227 2630 012i42.94 3242 121.9 2632 097 2000 324.3 131.8 2634 0.97 70.00 327.8 1100 264 0.97 260.00 360.7 43,7 2640 0.97 210.00 3630 66.3 2642 0.97 173.23 324.6 65.6 2644 0.97 loon 1225 1353 2646 9710.00 322.5 135.4 2648 0.97 10.00 3225 135 4 2650 0.97 1000 321.4 134 9 2652 0.97 10.00 321A 134 9 2654 0.97 10.00 321.4 134 9 2656 097 10.(81 321.4 1149 2658 0.97 10.00 321A 134.9 266 0.97 26000 360.7 43.7 2660 0.97 10.(10 331.4 MA 2662 0.97 10.00 321.4 134.9 2664 097 10.00 321.4 1349 2666 0.97 10.00 321A 134.9 2668 0.97 1000 321.4 1349 2670 0.97 10274 3206. 92.3 2672 0.97 11570 3206 8&8 2674 097 11000 325.0 93.2 2678 097 112115 325.0 91.9 268 1197 210.62 324.0 49.1 2680 097 115,47 325.0 90.8 2682 097 7000 324.0 Ito I 2684 097 68 47 324.0 H07 2686 097 78 38 3240 106 4 2688 0.97 79.95 324,0 105 7 2690 097 14077 32_52 799 2692 097 100 W 321.6 960 2694 097 9659 32 L6 97.5 2696 0.97 278.98 425.2 63.3 2698 0.97 71.45 313.4 1092 270 091 230.00 3240 40 7 2700 0.97 75 09 323.4 1076 2702 0.97 103.33 320.6 942 2704 0.97 77.90 321.1 105.4 2706 0.97 125.21 320.3 84.5 2708 097 128.95 3202 62,9 2710 0.97 5901 321 5 113.8 2712 0.97 60.12 331-1 IIl3 2714 0.97 5128 32_1.6 117 2716 097 28,41 322.1 127 2 2718 0.97 2000 3242 131.0 272 0.97 25(1.00 360.7 48.0 2720 097 1279 322.6 134 2 2722 0.97 1371 31_2.6 133.8 2724 0 97 19.71 322.8 1 131.3 2726 091 22.81 323_1 1301 2728 0 97 8623 327.3 1027 2730 097 90.00 333,3 101.1 2732 097 240,00 359.6 51.8 2734 0.97 23550 359.6 53.8 2738 0 97 250.00 359.9 47 6 274 097 122.73 3266 88.3 2740 0.97 190,00 434.0 105 7 2744 0.97 237.96 428.9 82.7 2746 0.97 190.00 3326 61.8 2748 0.97 22&66 4143 804 2750 0 97 246.42 415.9 73.4 2752 0 97 240,37 415.8 760 2754 0,97 140,85 319.8 77.6 2756 0.97 230.00 361.1 56.8 2758 0.97 230.00 361,0 56.8 276 11.97 190.141 326.22 -1 2760 0.97 25221 359.6 46.5 2762 0.97 230.00 359,6 56 2 2764 097 240,00 359.7 51.9 2766 0.97 251.00 .3240 31,6 1T0 97 237,61 362.6 54.1 2770 (197 18200 363,0 78.4 2772 097 2400 363.0 53,3 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-182 L-185 Ordinance 3230 Exhibit A Page 805 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD 3D D-..d(gp.) El-fl-(R) Need(D) Pressure(Psi) 2774 0,97 196 16 363.0 72,3 2776 0.97 2579 324.6 1295 2778 0.97 5953 323.8 114 5 278 0,97 250.00 359.8 47-6 2780 0.91 140.00 324-1 79,8 2782 0.97 136-48 324,1 81.7 2784 0 97 117.36 324.1 89.6 2796 0.97 8057 3242 IOS fi 2788 097 5200 334.2 117.9 2790 0.97 76.37 324.2 107.4 2792 097 173.82 3216 65.8 2794 0.97 153.71 325.5 74,5 2796 0.97 23.43 323.1 129 8 2791 0.97 71.45 323.2 109.1 28 0,97 Igl.14 324.0 96.6 280 0,97 223,97 3598 58,9 2800 0,97 19.41 3242 1321 2802 0.97 37.00 22,? 124.3 2804 0,97 29,12 323.9 127.7 2006 0.97 206.10 414.3 90.2 2814 0.97 200.00 32L2 52.5 2816 0.97 14210 3600 94.4 2818 097 20252 359.9 682 282 0,97 250,00 360,2 478 2820 11,97 68.51 359,9 126,3 2822 0,97 274.31 359.9 371 2820 0.97 274.58 359.9 370 2826 097 216,07 11%9 623 2828 097 20208 359.9 68-4 2830 0.97 190,00 360,0 73.7 2832 (1.97 191L(8) 360.0 717 2834 0.97 199.64 360.0 69.5 2836 0.97 190.00 360,0 717 2838 0.97 22(100 3611,11 60,7 2140 0.97 210,00 760.2 65.1 2842 0.97 20157 360,2 65,7 2844 0.97 208.66 3611.2 65.7 2846 097 21355 360.6 63-7 2848 0.97 210.00 3600 65,0 2052 0.97 220.23 359.9 60.5 2854 0.97 55,00 359.9 1321 2858 097 230.00 361.0 56.7 286 D97 220,00 3610 61.1 2860 097 23000 361.0 56.0 2862 097 134.22 326.0 83.1 2864 0.97 137.80 3261 816 2866 097 40 88 323.4 122 4 2868 0.97 4139 323.4 122 2 2870 0.97 63.70 323.4 112.5 2872 0.97 15148 3215 74.5 2874 097 150,57 325..5 75.8 2876 0.97 230,00 359.9 563 2878 097 230.00 359,9 563 288 0,97 220,00 361,0 61:1 2800 0.97 23000 359.9 563 2884 0.97 210.00 359.9 610 2886 0,97 23000 3599 563 2890 0.97 8171 321.3 103.8 2192 0.97 249.96 363.5 49.2 2894 0.97 248,73 363,5 49..7 2096 0.97 265.4 362,8 4LI 2898 0.97 10.00 321.4 134.9 290 0,97 167.46 324.8 68.2 2902 0.97 1000 3'_1,4 13419 2904 0.97 120.25 320.0 16.9 2906 0.97 126,78 3206 84.0 2908 0.97 87.98 323.4 102.0 2910 0.97 280.00 410.7 56.6 2912 0,97 41.12 324.2 122,7 2914 0.97 234.,37 359.6 543 2916 0„97 233.85 359,6 54.5 2918 0-97 240.05 R363,0 520 292 0,97 152,34 74.0 _ 2924 0.97 286.00 54.0 2926 0.97 237.00 53.0 2928 0.97 27800 575 2930 0..97 1 276,00 37.7 2932 0.97 230.00 57.6 2934 0.97 177.12 64.3 2936 0.97 29.00 127.6 2938 0.97 258.00 363.0 45.5 294 U.97 171 324.8 67.1 2940 0.97 110 324.D 927 2948 0.00.97 16450 324.8 695 CITY OF PORT TOWNSEND WATER SYSTEM PLAN Lr183 L-186 Ordinance 3230 Exhibit A Page 806 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD ID (-4(gpm) ela du (ft) I H..d 701) r..-1psp 2950 0.97 23200 359.9 55A 2952 0.97 14100 723.5 79 2958 0.97 23(00 3619, 5G.8 296 0197 162.68 124.7 702 2960 0.97 _ 23000_ 361.0 36-8 2962 0,97 228.30 361,0 575 298 0.97 15657 324.8 72.9 30 0.97 11000 324.0 92.7 300 0.97 15680 324.8 728 302 0.97 190.37 335.2 56.7 304 0197 18254 325,2 61.8 306 0.97 24677 359,6 1 48.9 308 097 224.14 361X 593 310 0.97 _ 22%48 161.0 57.9, 312 0.97 243.81 359.7 50.2 314 0,97 260.00 7611,0 43,4 316 0.97 168 52 326..1 68.3 318 0.97 32.88 325.2 126.7 32 0.97 11000 324.0 92.7 320 0.97 33.95 325.2 126,2 322 0.97 38.55 31_5.3 124.2 324 097 81.54 325,6 10712 326 0,97 1296 325.4 1181 330 0,97 239,21 360.0 52,3 332 0,97 23000 161.0 56.8 334 097 23000 361,0 56.8 336 0,97 240.00 361,5 57 338 0.97 230100 .159.0 55.9 34 0.97 110.00 314.0 92.7 340 0.97 23Q82 359.0 55,6 342 0.97 21451 358.5 62,4 344 0.97 23000 359.0 55,9 346 0.97 211.59 358,5 63.7 348 0.97 24(00 361% 52A 350 0.97 237.64 361.0 53,4 352 0.97 236.@ 361.0 54.1 354 0.97 238.00 361.0 53..3 356 0.97 240.00 361.0 524 358 0.97 240.00 361,0 52,4 36 0.97_ _73,74 3'_3.8 1083 364 0.97 240.00 35%7 51.9 366 0,97 232.82 359.5 54.9 372 0.97 22%00 359.6 56.6 374 0.,97 242.00 3 59.6 50.9 376 0,97 240X0 359.6 51,8 378 0 97 197 06 360.2 70.7 38 0,97 74.86 323,8 1079 180 0,97 19667 160.2 708 382 0,97 140X0 448.6 1337 384 197 14006 1 319,6 77.8 388 0,97 5228 22"' 1167 60 390 0.97 149 tl0 3 ..1 91.5 392 0.97 18849 360,1 74.4 396 197 240.00 359.3 51,7 40 0.97 71.87 323.8 109,2 410 0.97 140X0 454.1 13fi 1 402 11.97 141.08 444 5 131x1 404 0.97 15438 323.5 733 406 0.97 154_76 323.5 73.1 408 0.97240.00 159.8 51.9 410 197 24478 3600 419 412 0.97 154.69 4414 124.3 414 0.97 144,42 319.8 76,0 416 0,97 152.56 319,9 72,5 418 0.97 182.27 320.0 59.7 42 0..97 28000 410.7 56.6 420 0.97 198.65 321.0 510 424 0.97 19000 360.0 73.7 426 0,97190.00 360.0 717 428 0.97 _ !4880 360.0 9" 430 0 9 24153 359.5 51.1 1" 0,97 21561 125,9 47,8 70.97 218.91 359.7 60,8 436 _ 0.97 210.00 323.5 49.2 438 0 97 210 W 323.5 49.2 44 0.97 280 W 4107 56.6 440 0.97 210 W 323..5 1 49..2 444 0.97 1466 319.4 74,9 446 0.97 14927 457.7 133.6 448 0.97 114720 459.I 135,1 450 0.97 1000 1225 135,4 452 0.97 1000 322..5 135.4 454 0..97 10.00 322.5 135.4 456 0.97 10(0 322.5 IJSA CITY OF PORT TOWNSEND WATER SYSTEM PLAN 1-184 L-187 Ordinance 3230 Exhibit A Page 807 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD Io lk-d(so.) E l-H.n(4) W.d(n) P-.-(pd) 45H 0.97 1540 335.0 75.8 46 0.97 48.78 325.2 119.8 460 0.97 163 25 3250 70.1 462 0.97 260 00 3625 44A 464 0.97 273,30 362.6 38.7 466 097 276,08 362.6 37.5 468 097 231.41 359.9 55.7 410 097 249.0 359.9 47.7 412 0.97 270.00 359.9 39.0 474 0.97 273.54 359.9 37.4 476 0.97 220.00 359.9 60,6 478 0.97 221.55 359.9 00 48 0197 54.00 325.2 117,5 482 0.97 190,00 359.9 716 484 0.97 106.14 360,0 1100 486 0.97 220.11 3600 60.6 4B8 0.97 221.44 360.0 60,0 492 0,97 _ 202.81 360.0 691 494 0.97 207-I8 360.0 66.2 498 0.97 206,91 360.0 66.3 50 0.97 198.93 MA 54,1 502 0.97 14000 3196 77.8 504 0.97 200.00 360.2 69.4 506 097 200.00 360.2 69,1 508 0.97 200.00 360.2 69A 510 0.97 18742 3601 74,8 512 097 200.00 360.0 69,3 516 0.97 196.37 3600 70,9 518 0,97 170.00 325.1 67.2 520 0.97 119.67 325.0 84.6 524 0,97 106 17 325 0 94A 526 0.97 19247 360.0 72.6 528 0,97 25084 3644 47.5 530 0.97 250.00 3603 47.8 532 0,97 7166 323.8 109,2 534 0.97 8246 323-8 104..6 536 0.97 9282 3215 99.9 538 097 9347 323.5 99,7 54 0.97 106.10 324.0 94.4 540 097 1414 323.5 IOB.O 542 0,91 7000 323.5 109.8 544 097 67.83 323-4 110.8 546 0.97 16002 360.1 86.7 548 0.97 70.00 324.0 1 110.1 550 0.97 70.00 324.0 110.1 554 0,97 243.64 359.9 50.4 558 0.97 123 334.2 62,4 56 497 8289 324,0 104.5 560 0.97 160.0 332.2 74.6 562 0.97 160.0 _ 332.2 74,6 564 0.97 180.0 332.2 660 566 0.97 168.47 325.6 68.1 568 0,97 17350 _3256 65.9 570 0.97 189,80 323-5 57.9 572 0.97 94.87 322.7 98.7 574 097 101.25 3227 95,9 576 097 217.48 359.3 61.4 578 097 145.43 324.1 77A 58 0.91 105.0 324.0 94.9 580 0.97 138.41 3'_4.1 00.5 5B2 097 145.99 3241 772 586 097 1IL141 3242 90..1 588 0.97 112.22 324.1 91,8 590 0.97 144.36 324.1 77>9 592 0,97 139.62 301 80.0 596 0.97 37.67 323.7 1239 598 097 39112 323.7 123,3 60 497 25300 360.0 46.4 60 0.97 37.84 323.7 123.9 604 0.97 50.00 321.6 117.7 606 0.97 52.26 321.5 116.7 608 0-97 257,88 360.1 44-3 610 0.97 257.87 360,1 440 612 0.97 257.99 360.1 44.3 614 097 260.0 30.1 43A 616 0.97 257.86 360.1 443 618 0.97 257.67 360,1 44A 620 0.97 91 A3 324,2 10.8 622 0.97 100,0 1 314,2 97,1 624 0.97 176A2 37-5.6 64_6 628 0.97 150.81 325.0 75.5 630 0.97 4304 3252 122 3 632 0.97 54,56 323.7 116.6 634 0.97 59.12 37_3.7 114.6 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-185 L-188 Ordinance 3230 Exhibit A Page 808 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD H3 Demand(gpm) Rlerelion(R) Head(R) P--(,i) 638 0.97 200.00 359.9 69.3 64 0.97 40.00 3252 1236 640 097 71.34 324-0 109 5 642 097 54,79 3240 1166 644 097 223.74 418.7 845 646 0,97 223.97 418,6 84.3 648 0.97 24494 417.1 74.6 650 097 244,03 1 359.9 50.2 652 0.97 188 14 325 6 59.6 654 0.97 190-00 325.6 58.8 656 0,97 199,56 325.6 54,6 658 0.97 195.00 325.6 56.6 66 0.97 40.00 325.2 1236 660 0,97 165.53 359.9 842 662 0,97 166,44 359.9 83 8 664 0.97 190,05 359.9 73.,6 666 0,97 195.45 359,9 713 668 0,97 41,90 323,8 122,1 670 0.97 30.11 323.9 1273 672 0.97 2661 323.9 128.8 674 0,97 4832 313.4 119.2 676 0.97 4872 323.4 1190 678 1197 7824 323.1 1061 63 0.97 40.00 335.2 123.6 680 0.97 59,78 323.1 ll4_I 682 U,91 154,37 323.5 73.3 684 0.97 187,90 32365 58,8 686 0.97 237.64 361.0 534 688 11.97 237.78 361.0 53.4 690 0.97 168,69 325,5 68.0 692 0.97 180.38 325.5 62.9 694 0.97 17965 3204 61,0 696 0.9] 166.]3 3207. 66.9 698 0,97 188,27 3215 %6 70 0,97 37,83 325.2 124,5 700 097 186.25 3'_3.5 59,5 702 097 126.45 320,3 84.0 704 0.97 12954 320 2 82.6 708 097 139,97 320.3 78.1 716 197 60.00 3260 114,4 718 0..97 60.w 324 0 114.4 720 0,97 183..18 3256 61.7 124 0.97 240.00 359.4 51.7 726 0,97 240.00 359.4 51,7 728 0,97 25177 362,6 47.2 730 0,97 254-01 3626 47.1 734 0.97 252.25 362 6 47.8 736 0.97 255.96 362 5 462 738 0,97 281,72 362 9 351 74 0,97 37.35 325,2 124.7 740 0.97 136.19 327.3 823 742 0.97 12295 327.3 88.5 744 0.97 ed00 322.7 105.1 746 0.97 227.42 420.7 83.7 748 0.97 U1115 420.7 76.6 750 0.97 10.m 3214 135A 752 0.97 10.00 322.4 135.4 754 0.97 233.00 359,3 547 756 0,97 199.00 321.0 52.9 758 0.97 200.19 321,0 52.3 76 097 49.38 323.1 1186 760 0.97 137.14 3245 81.2 762 0.97 202.22 3219 516 764 0.97 200.51 325.9 543 768 0.97 217.72 325,9 46,9 770 0.97 217.02 325.9 47,2 772 097 220,00 3589 60,2 774 0.97 83.61 324.0 1042 776 0.97 100.00 324.0 97.1 778 0.97 76..63 324,2 1073 78 0,97 20,W 3231 131..3 780 0.97 7&44 324.3 1074 782 0.97 189,25 324.0 58.4 784 0197 182.e6 323.9 61.1 786 0.97 231.60 3610 56.1 790 0.97 222.45 3599 59.6 794 0.97 170.14 325.6 67.3 796 0.97 42.93 315,3 1221 800 0.97 5056 3242 118.6 BW 097 4375 325.2 1220 804 0.97 4142 325.2 1 1221 808 0.97 21800 360.0 61.5 -111-1 0.97 204-16 360-0 67.5 BIB 097 3&97 323.9 1243 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-186 L-189 Ordinance 3230 Exhibit A Page 809 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD IID M-d(gpm) Eli flm(R) Head(n) Prc-(pd 92 0.97 157,18724 5 725 920 097 2&27 3239 128.1 822 0.97 214.86 3630 64.2 926 _ 097 168.82 3267 634 A2N 0.97 220,16 3267 462 830 0.97 12855 324.9 85..1 832 0.97 142,11 3249 792 836 0.97 166,65 3256 60.9 838 0.97 17 16 322.3 1322 84 097 200.80 353 519 840 097 14.47 322.3 133.4 842 097 11.20 322.3 134 8 844 0,97 10,62 3223 1351 846 0.97 264,95 362.6 42,3 850 0,97 129.28 322.0 83.5 852 0.97 130.00 322,0 83.2 854 0.97 10.00 3225 1354 856 0.97 1000 3225 1354 858 0.97 10.00 322.5 135,4 86 097 187.91 315.3 59.5 860 0.97 10.00 322.5 135.4 962 0.97 10.00 322.5 135.4 864 0 97 10.00 322.5 135-4 866 0.97 1000 322,5 135.4 868 097 235.37 3595 53.9 870 097 230.00 359-1 562 872 097 243.75 359.9 50.3 874 0.97 243.49 359.9 5 876 0.97 231.35 359.2 00 55.4 878 0.97 19L63 3256 590 880 0,97 194_67 3714 56.7 882 0,97 244.06 3599 502 986 0,97 55,93 322.5 1155 AA9 0,97 10.00 322.5 1354 892 0.97 258.69 360.7 44.2 894 0.97 250.00 3605 1 47.9 896 0.97 200.86 3602 69.1 899 0.97 230.00 359.9 56.3 902 0,91 241.07 360.0 50 904 11.97 151,72 360.1 90,3 910 0 97 148.60 360.1 91.7 914 0.97 232.17 3605 55,6 916 0 97 221.19 1605 604 918 0,97 240,92 360.5 51.8 92 0.97 50,77 3211 1I&0 920 097 241.82 360.5 SIA 922 097 16015 325,6 11.6 924 0.97 170.00 325.6 67.4 926 0197 170.40 3250fi 65.5 928 0.97 10,00 322,3 135.3 930 097 10.00 3224 135.4 932 0,971000 322„4 135A 934 0.97 177.37 325.6 64,2 936 0.97 188,20 325.6 59.5 94 0.97 21.84 313.1 130.5 940 097 1000 3225 135.4 942 0,97 191.82 3216 58.0 944 (1,97 10303 35.7 53,2 946 0.97 230.00 359.4 56.1 948 0.97 227A8 359.2 57,1 950 0,97 177_39 3255 64 2 952 097 10,00 3225 135.4 954 097 10,00 322.5 135.4 956 11.97 132,31 325.2 81.6 958 0.97 90,00 324.8 100 96 0.97 20 33 3231 131.2 960 30 1197 124 325,5 84,6 E0.97 130,37 3255 84,6 964 0.97 81.39 322 7 104.5 966 0.97 65..63 121.3 110.8 970 097 56..66 321.6 114,8 974 0.97 155.57 3196 71.1 979 0,97 142.75 3195 74,4 98 0.97 38.75 3211 123.2 980 0.97 27000 3618 40.2 992 097 229,82 359.4 56,6 984 0.97 221.47 359.3 59,7 996 0.97 216.35 359.3 61.9 988 097 21100 359.3 64.7 990 097 196.60 325-6 55-9 992 097 23114 359.9 52.0 996 0.97 15621 325.6 73.4 998 0.97 190.00 I 325.6 58,8 JIO 097 209.00 1 367.0 66.8 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-187 L-190 Ordinance 3230 Exhibit A Page 810 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD 4D u....d(saa•) 6kv.0.n(n) Head(n) r.-(vm) 1100 097 231,00 361,8 567 1102 097 71900 361.8 61 9 _ 1104 0.97 228 00 361 8 SB 0 J 106 097 229.00 361.8 57.6 1108 097 23]00 3616 562 1110 0.97 225000 361,6 59-2 J112 097 23200 3615 562 J 114 097 2430 3616 514 JH6 097 24100 361-6 52.3 J119 097 242,00 361 A 51.8 112 0.97 207.00 3610 67.5 1122 097 226,00 359,6 57.9 1174 097 23100 359,6 557 J 128 097 253.00 3600 46.4 1130 097 24600 360.0 49A 1132 097 249.00 360.0 48.1 1134 097 244.00 360.0 50,3 1136 097 246.00 360.0 494 1138 0.97 245.00 359.4 49.6 114 0.97 201.00 363.0 70.2 1140 0.97 241.00 359.4 51.3 1142 097 247 00 3593 50.8 1144 097 240.00 359.3 51,7 1146 0.97 236.00 359.2 53,4 3148 097 240.00 359.2 51,7 1150 0.97 237.00 35912 53.0 1152 0.97 218.00 359.3 fi1.2 J154 097 230.00 359.3 560 J156 097 204,00 3257 527 1158 0.97 207.00 325.7 51 4 116 097 233011 3610 563 1160 097 192.00 325.6 57.9 1162 0.97 181,00 3255 626 1164 [1.97 201.011 325.6 54.0 1166 0.97 227.00 360.6 57.9. 1168 097 23800 3613 514 3170 0,97 219.00 3613 61.6 1172 0 97 2000 324.4 53.9 1174 0,97 259.00 362.2 44,7 J176 0.97 261.00 361.9 43,7 1178 0.97 162.00 3321 737 1180 097 16000 332.1 7416 1182 0.97 149..00 332.1 79,3 1184 0.97 150.00 332.1 78,9 7186 0.97 83.00 331,2 1188 097 8000 3312 1088 3190 097 233.00 3610 555 1192 09] 237,00 3610 537 ,97 19100 1194 0 323.8 57 1 1196 0.97 198.00 323.8 54.5 1198 0,97 197.00 3238 550 1200 0.97 183,00 3240 67.1 J202 097 174.00 374.0 650 1204 0.97 165,00 3246 69,1 1206 0.97 155.00 324.6 735 1208 0.97 135.00 324.5 82,1 1210 0.97 133.00 324.5 830 7212 0.97 12000 323.8 88.3 1214 0.97 183.00 324.8 61.4 1216 0.97 7200 323.8 109,1 1218 0.97 74.00 323,8 1083 1220 097 80,00 323.8 IDS.7 1222 0.97 17.00 323.9 1310 1224 097 13.00 3239 134.7 1226 097 43,00 323.9 121.7 1228 097 44,00 323.9 121 3 J230 097 50.00 323.8 7182 1232 0..97 20.00 324.0 131.7 1234 0.97 24,00 324.0 130.0 1236 0.97 44,00 3252 1219 1240 097 5100 325.4 1189 1242 0.97 4000 3252 123..6 1244 1697 14110 325=2 1262 1246 0.97 35,00 325.3 125.8 1248 097 2900 325.3 128..4 1250 097 3600 325.3 1254 1252 097 44,00 3253 121.9 J254 0.97 13.00 321.4 133,6 J256 097 1200 321,4 1341 1258 0.97 1200 321.4 134.1 1260 097 10.00 3214 134.9 7262 097 I.i.00 321.4 132.8 1264 097 13.00 320.9 133.6 1266 0.97 9.00 3214 135.4 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-188 L-191 Ordinance 3230 Exhibit A Page 811 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD ID Demund(8Pm) Elevauun IDl Head(ft) Pressure(pm) 1268 0,97 KOO 3'_1.4 133.2 1270 0.97 1A) 321A 133.2 1272 097 1100 321.4 134.5 1274 097 49.00 322.5 118.5 1276 0.97 227.00 360.0 57,6 J278 0.97 228.00 360.0 57,2 128 0 97 238.00 361.0 53.3 1280 0.97 227X0 3600 57.6 1282 097 229 60.00 3 0 56,8 1284 097 208.00 36AO 65,8 1286 097 236.00 360.0 53,7 1288 0,97 246.00 360.0 494 1290 0.97 223.00 360.0 59.4 1292 097 MOD 360.0 54.6 1294 0.97 23&011 359.9 52.8 1296 0.97 233.00 359.9 55.0 1298 0.97 236.W 3599 53.7 1300 0.97 23.00 321.5 129.4 1302 0.97 34.00 321.5 124.6 1304 0.97 34.00 331.5 124.6 1306 0,97 60.00 321.5 113.3 1308 0.97 33 00 321.5 1250 1310 097 5700 3213 1145 1312 0-97 73-00 3'_11 107.6 1314 0,97 71,00 321.1 10&5 1316 097 11,00 3212 1344 1318 097 118X0 325-0 89.7 J320 (197 139.00 324.8 80,5 1322 0,97 151X0 324.4 75,1 1324 0.97 217.00 361.0 62.4 1326 0.97 223.00 3610 598 1328 0,97 21400 359.9 63.2 1330 0.97 217.00 359..8 1 61.9 1332 0,97 217.00 359.8 61,9 1334 0.97 223.00 359.7 59,2 J336 0.97 219.00 359.7 61.0 1338 0.97 229.00 359.7 56.6 134 0.97 229.) 361.0 57,2 1340 0,97 186.00 359.9 754 1342 0,97 219.00 359.9 61.1 1344 097 215.00 359.9 62.8 1346 0.97 235 00 359 9 54.1 1348 097 226,) 359.9 58,0 J350 097 250.00 359.9 47.6 1352 097 235.00 359_9 54_1 1354 097 256.00 359.9 45.0 1116 097 244X0 359.9 5(1.2 1358 097 22fi.00 359_9 58.0 136 0.97 233,00 3fi l_0 555 1360 097 2500 359,9 47,6 1362 0.97 26&00 359.9 398 1364 0.97 281.00 359.9 34.2 1366 097 258110 3599 44.2 J368 0.97 260.00 359.9 413 1370 0.97 258.00 360.7 44,5 1372 0.97 261.00 3),7 43.2 1374 D97 88.,00 321_2 101.0 1376 D.97 12500 324285.0 J378 (197 244,110 354,.9 502 1380 0.97 41.00 3219 1226 1382 0.97 231W 359.9 55.9 11X4 097 21600 359.9 624 1386 1 097 264.00 362.1 42.5 J388 097 266,00 3621 41.7 1390 097 263011 361.3 42.6 1392 0 97 264.W 361.3 42.2 97 1394 0 261.00 MIX 43.3 13% 0.97 226X0 3610 59A 1398 0.97 243.00 363.0 52.0 140 097 43 W 323.7 121 6 1400 OX 224,00 363.0 60.2 1402 0.97 235.00 363.0 55.5 1404 0.97 231.00 3630 57-2 1406 0.00 MAO 363A 513 1408 000 199.00 361.9 706 7410 000 4800 323.7 119.5 1412 0.00 2&92 324A 128,9 1414 0.00 20.00 323,9 131.7 1416 0.00 4200 324.7 1225 1418 000 104'Do 324,0 95.3 142 097 48.00 32412 119.7 1420 0.W 119 61 320,8 87.2 1422000 IO.W00 X3 321,5 135,0 1424 0.00 210. 35 64.7 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-189 L-192 Ordinance 3230 Exhibit A Page 812 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2016 PHD ID Demeed(Bpm) Elaellae(R) Heed(D) pressure(,l) 1426 040 24000 359.3 51.7 1428 000 211 CO 323.5 47.9 1430 0.00 16200 325.3 70.7 1432 040 13.00 322-3 134.0 144 0.97 41.(1(1 314.2 122.7 146 0.97 121.00 324.1 8&0 148 0.97 12000 324.1 885 150 097 111600 3241 A5 1500 0.00 237,35 1 361,0 536 1502 0.00 216.72 361.0 625 1504 0.00 20600 323.5 569 152 0.97 131 00 324A 837 154 0,97 12200 324.1 B76 158 0.97 38.00 323.9 123,9 J60 0.97 37140 323.9 1154.3 J62 0.97 36.00 323.9 124.7 164 0.97 5600 323.Y j I16.{ 166 0,97 4x-00 323.9 122.6 180 0.97 237_00 361.5 519 182 0.97 23900 361.6 53.1 184 0.97 240.00 361.6 52.7 186 0.97 207.00 361.7 67 0 188 0.97 213.00 361.8 64.5 190 0.97 244.00 361.8 51.0 192 0.97 251.00 361.8 480 J94 0.97 25200 761.9 47.6 1% 0.97 261.00 3621 43.8 198 0,97 216 W 3fi1 8 545 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-190 L-193 Ordinance 3230 Exhibit A Page 813 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2026 PHD 771 Oemend(e0m) Eleve099(R) Heed(R) Preemre IP50 10 1.12 109.65 332.8 92.4 I DDO 9.12 183.54 325.5 6115 1002 1.12 156.74 325.5 73.1 1004 1.12 16138 325.5 70.7 1006 1142 170.00 325,5 67,4 1012 1,12 140.97 325.5 80.0 1014 112 155.73 325.4 735 1018 1.32 174.13 325.5 65.6 102 1.12 8515 K358.9 102.8 1020 9.12 1409.0 77.5 1022 4.12 149.77 73,3 1024 112 1,58.06 69.7 1026 1.12 225x78 58.0 1028 1.12 220.00 60.2 1030 1,12 23000 55.9 I D32 1.12 22642 57.4 1034 1.12 21371 358.9 62.9 1036 1.12 230{10 358.3 556 10.38 1.12 14944 325-5 763 104 L12 1061 322.5 135.2 1090 L12 19189 31_5.5 57.0 1042 9.12 m 01 325,5 56.1 1046 1.12 140.00 325.5 80.4 1 D48 1.12 188.58 "1-, %3 1050 1.12 199.18 ]35.5 54.7 1052 1.12 152.77 3255 748 1054 1-12 160011 3255 71.7 1056 1 12 210.00 3255 50.1 1058 1.12 200.00 3215 54,4 106 1.12 11.83 122>1 134.6 1060 4.12 22L33 358.1 588 1062 1,12 22000 3581 59,8 1064 1.12 22000 358.1 59.8 1066 1.12 230.00 359.0 55.9 1068 1.12 187.24 318,9 57.1 1070 1.12 186.97 318.9 572 1072 .12 18457 319.0 582 1074 1,12 184..86 318.9 591 1076 1,12 180.00 318.9 60.2 1078 1.12 26.98 3210 127.5 108 4.12 180.00 315A 63.0 1080 1.12 172.96 325.5 66..1 1082 1.12 230.00 3590 55.9 1084 1.12 230.00 359.0 55-9 1086 1J2 215.02 3355 47,9 1088 1.12 211,78 _ 325.7 493 1fY40 1.12 171.46 3255 667 1092 112 166.10 3215 691 1094 1.12 190,00 3355 587 1096 1.12 250,00 359.0 47,2 1098 1.12 248,44 T" 47.9 110 S 12 180.34 325A 62.9 1100 1-12 239,64 359,0 517 1102 1.17 237.00 359.0 529 1104 1.12 237_01 359.0 52.9 1106 112 19.75 3215 1307 1108 1.12 47.49 320.8 1184 Iim 1.12 5000 320.8 1173 1112 1.12 50,00 320.8 117.3 1114 1.12 87,60 3'-1.1 101.2 1116 1.12 84 19 321.1 1026 1118 _ 1.12 9809 3198 961 112 1.12 180,00 325.4 63.0 1120 1.12 45.80 3'_2.9 120,1 1122 1.42 44,24 322,8 120.7 1124 1.12 235.74 359.0 53.4 1126 1.12 237..88 359:0 52.5 1128 1,12 M23(00359.0 9.0 52,6 1130 1.12 59.0 482 1132 1.12 590 48.9 1134 L12 59.0 9.9.3 1136 1.12 5%0 5L.5 1138 1.12 59,0 55-9 1140 1.12 9.0 559 1142 1-12 599. .55.9 1144 1:12 23000 359.0 55.9 1146 1.12 217.04 358.1 61.1 1148 1.12 215.67 358.1 61.7 1150 1,12 160.011 3'-5.5 71.7 1156 L12 10.00 321.8 135.1 1158 1 12 80,30 324.2 105-7 116 1.12 227.39 35111 56.6 1160 1.12 138.52 325 0 80.8 1162 112 250.00 3590 47.E CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-191 L-194 Ordinance 3230 Exhibit A Page 814 of 1211 APPENDIX L:MODEL RESULTS SYSTEM PRESSURES AFTER ALL IMPROVEMENTS AT 2026 PHD RI Ik-.d(p.) El...tim(Il) H,.d(n) ft'.-(wi) 1164 1.12 250.00 359.0 47,2 1166 1.12 157.81 325 5 126 1166 1.12 1.52.69 325.5 749 1170 1.12 14032 3255 802 - - 1172 1.12 165.63 3255 693 1174 1.12 M,17 31_5.4 562 1176 1.12 184 36 326 7 61 7 1178 1.12 19456 326 3 57 t I l!0 1 12 3786 322 7 123.4 1182 1,12 205.89 3229 50.7 1184 1.12 21400 322.9 48,9 1166 1.12 207.82 3231 50,0 1188 1.12 212.70 322.9 47.7 1190 1.12 3916 322A 122.9 1192 1,12 3896 322.8 123.0 1194 1 1.12 1000 321,8 135,1 11981.12 98.91 321.0 97.1 12 1.12 119=41 322.8 66.1 1200 1.12 9299 323.0 99.6 1202 1.12 260.00 360,1 434 1204 1.12 281-82 323.0 17.8 1206 11.2 26400 3210 27.3 1206 1.12 215.02 362-6 64.1 1210 1.12 !09--'! 361.9 66.5 1214 1.12 236,81 362.3 54,4 1216 I.12 234.89 3613 552 1218 1 12 DUD 362,3 57,3 122 112 188,59 326.3 59.7 1220 1.12 24232 362.3 52.0 1222 1.12 248,32 362,3 49,4 1224 1.12 252.06 362.3 47-8 1226 112 190.00 362.9 74.9 1228 1.12 20339 362.9 69.1 1230 1.12 34,11 323,1 125_2 1232 1.12 45.49 322.9 1 1202 1234 1$2 220.00 358.4 60.0 1236 112 250,93 358.5 46.6 1238 142 23174 358A 53,2 124 1.12 186,55 326.3 60.6 1240 1.12 190,00 362.9 74.9 1242 112 228.74 3627 58.1 1244 112 22952 3627 57.7 1246 112 243.84 3627 5L.5 1248 1 J 292.39 323.0 13.3 1250 1.12 1909 363.0 74,2 1252 1.12 248.40 363.4 d9,8 1254 1.12 254.64 360..0 45.6 1256 1 12 193.78 3629 71.3 1258 1.12 20485 361.9 70,2 126 132 133.16 325.0 83.1 1260 1.12 18435 352,7 79.0 1262 1.12 19219 352.7 73.9 1264 1.12 192.00 362 7 74.0 1266 1.12 24400 358.3 51_3 1268 1_12 173.37 324.3 614 1270 1-12 290,98 3517 31.5 1272 1.12 29491 363.7 31.5 1276 1.12 204.24 356.7 66.1 1278 1.12 25400 359.0 45.5 128 1.12 131,69 325.D 83.8 253,0 1280 1.12 0 359,0 45.9 1282 1.12 178.98 362.9 797 1284 1.12 18482 36'_9 77..2 1286 1.12 179,04 363.9 79.7 1288 1 12 207,91 362.9 67.1 1290 112 200.00 362,9 70.5 1292 1.12 270,00 362.8 40.2 1294 1.12 274.00 361.8 38 5 1296 1.12 280.00 362.8 35.9 1298 1 12 240,13 362.8 53.1 Il0 112 75.90 320.4 1060 13001-12 250-00 362-7 48.9 1302 I,P2 240.00 3627 53.2 1304 1.12 222'223617 53.2 1308 1.12 211.23 361.8 65.7 1310 1.12 81.05 323.0 104,8 1312 1:12 155.29 322.9 72.7 1322 1.12 29202 363.8 31.0 1324 1.12 250-00 3589 47.2 1326 4.12 114,91 322.9 941 1328 1.12 105-92 323.0 94-1 1310 1.12 71,16 323,0 1091 1.332 1.12 168.88 3249 676 1334 1..12 172.92 326.1 66,4 CITY OF PORT TOWNSEND WATER SYSTEM PLAN L-192 L-195