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DDR2011-00105 Comprehensive Water System Plan - DDR Reports - 6/30/2011
TI)L2.D's ( ' 00105 Z ,3 2, - '1,� /u� MASON COUNTY PIJM Comprehensive Water System Plan for Public Utility District No. 1 of Mason County ono Un Irma -�-1'�+ ► —s v 5 uh�wL Comprehensive Water System Plan for Union Water System WSDOH ID#5192OW Prepared for: MASON COUNTY Public Utility District No. 1 of Mason County pAdo Attn:Jocelyne Gray, P.E. N. 21971 Highway 101 Shelton,WA 98584 (360)877-5249 Prepared by: Apex Engineering, PLLC 2601 S. 35th Street,Suite 200 ENGINEERING4 Tacoma,WA 98409 (253)473-4494 File#:31301/11 June 2011 i Project Engineer: t f > Kim errly Savage, PE Project Engineer: oseph Blankenshi , PE Project Manager: Anthony K. Ching, PEI 4#Health Water System Plan Submittal Form This form is required to be submitted along with the Water System Plan(WSP). It will serve to expedite review and approval of your WSP. WSPs will not be reviewed until submittal form and checklist are completed. Union 51920W Mason County PUD No. 1. Water System Name 2. PWS ID#or Owner ID# 3. System Owner Name Jocelyne Gray,PE (360)877-5249 Director of Operations-Water 4. Contact Name for Utility Phone Number Title N.21971 Highway 101 Shelton WA 98584 Contact Address City State Zip Kimberly Savage,PE Apex Engineering,PLLC (253)473-4494 Project Engineer 5. Project Engineer Phone Number Title 2601 S 35`h ST,STE 200 Tacoma WA 98584 Project Engineer Address City State Zip Same as Utility Contact Name and Address 6. Billing Contact Name(required if not the same as#4) Billing Phone Number Billing Fax Number Billing Address City State Zip 6. How many services are presently connected to the system? 207 7. Is the system expanding?(seeking to extend service area or increase number of approved connections) ® Yes ❑ No 8. If number of services is expected to increase,how many new connections are proposed in the next six years? 275(342 ERU) 9. If the system is private-for-profit,is it regulated by the State Utilities and Transportation Commission? ❑ Yes ❑ No 10. Is the system located in a Critical Water Supply Service Area(i.e.,have a Coordinated Water System Plan)? ❑ Yes ® No 11. Is the system a customer of a wholesale water purveyor? ❑ Yes ® No 12. Will the system be pursuing additional water rights from the State Department of Ecology in the next twenty years? ❑ Yes ® No 13. Is the system proposing a new intertie? ❑ Yes ® No 14. Do you have projects currently under review by the Department of Health? ❑ Yes ® No 15. Are you requesting distribution main project report and construction document submittal exception,and if so,does the WSP contain standard construction specifications for distribution mains? ❑ Yes ® No 16. Are you requesting distribution related project report and construction document submittal exception,and if so,does the WSP contain distribution facilities design and construction standards,including internal engineering review procedures? ❑ Yes ® ,No 17. Have you sent copies of the draft WSP or notice to adjacent purveyors for their review? ® Yes ❑ No 18. Have you sent copies of the draft WSP to local governments with jurisdiction within your service area for their review? ® Yes ❑ No 19. Are you proposing a change in the place of use of your water right? ® Yes ❑ No If answer to questions 17 and 18 is yes,list adjacent utilitiestentities that have received a copy of the draft WSP:Mason County Is this plan: ® an Initial Submittal ❑ a Revised Submittal Please enclose the following number of copies of the WSP: 2 copies for Department of Health 1 copy for Department of Ecology 1 additional copy if you answered"yes"to question 9 3 Total copies attached Please return completed form to the Office of Drinking Water regional office checked below. ❑Northwest Drinking Water Operations ®Southwest Drinking Water Operations ❑Eastern Drinking Water Operations Department of Health Department of Health Department of Health 20435 72od Ave.S,Ste 200 PO Box 47823 1500 W.Fourth Ave,Suite 305 Kent,WA 98032-2358 Olympia,WA 98504-7823 Spokane,WA 99201 (253)395-6750 (360)MWO30 (509)456-3115 For persons with disabilities,this document is available on request in other formats.To submit a request,please call 1-800-525-0127(fTY 1- 800-833-6388). DOH Form#331-397(Revised 02/08) I Mason County PUD 1 Board of Commissioners Meeting September 27, 2011 The regular Board of Commissioners Meeting of Public Utility District No. 1 of Mason County was called to order at 1:00 p.m. on September 27, 2011 at the District Office Board Room in Potlatch. Present Visitors Ron Gold—President No Visitors. Karl Denison — Secretary Jack Janda—Vice President Excused Rob Johnson — District Counsel Tracy Colard- Director of Ops- Electric Steven Taylor- General Manager Greg Kester-Auditor/Dir. of Finance& Customer Service Jocelyne Gray- Director of Operations-Water Kristin Masteller- HR/Communications/Exec. Asst. CONSENT AGENDA By adopting the consent agenda,the following items were approved: The minutes of September 13, 2011 regular meeting and the Union System Water Plan Public Hearing. Payroll warrants#103333 in the amount of$300.00 and 103335-103342 in the amount of $75,285.26; Accounts Payable warrants 103331-103332 in the amount of$183.97, and 103334 in the amount of$63.00, and 103343-103396 in the amount of$337,597.45. Karl made a motion to approve the consent agenda as presented; Jack seconded the motion. It passed unanimously. PUBLIC COMMENTS Introductions were made. No comments from the public. BUSINESS AGENDA Highland Park Water System Plan w/ Revisions Jocelyne researched the storage issue to see if we could reduce the storage as much as possible. Even reducing a small amount, we will still need storage in six years with our expected growth. If growth is stagnant, we may not need as much. It is an issue we will need to continuously monitor. Growth will determine if we have to build a new reservoir. We did get the system capacity up to 92 ERU, which is equal to 81 connections, which is one more than we're currently approved for. This will enable us to honor all the connections that we've already allocated, with one additional one. Jack made a motion to approve the Water System Plan as presented; Karl seconded the motion. It passed unanimously. Pagel Regular Mtg.-Potlatch September 27, 2011 Mason County PUD 1 Board of Commissioners Meeting September 27, 2011 Union Water System Plan We held a public hearing on 9/13.We have the capacity for 413 ERU, or 321 connections, and we have a lot of room for growth. Newcomers will need to pay for main line extensions, but this will provide us for new connections for up to 20 years, unless a major commercial entity comes in. Jack made a motion to approve the Union Water System Plan as presented; Karl seconded the motion. It passed unanimously. Canal Mutual Reconnection Proposal Jim Gray's property was condemned in 2007 by the county after a landslide. He's been fighting to regain access, and in March he shut off his water and gave up the connection and we physically cut the service line. He has retained an attorney to fight the county to regain access to his house and would like to be able to reconnect his water connection. Since it has only been since March and Mr. Gray continued to pay for the service for three years even though he was not living there, staff recommendation to the board is to reconnect him, which will give us one less connection available for that system. We have 53 total connections now and after we reconnect Jim Gray, we will have 2 more connections available. Jack stated that he strongly recommends supporting the staffs recommendation and Rob stated that the recommended process is legal. Karl agreed. Karl made a motion to approve Jim Gray's reconnection as recommended by staff; Ron seconded the motion. Jack abstained from voting to avoid any potential conflict of interest. The motion carried. August 2011 Financials for Water and Electric Greg presented the financials for Water and Electric for August 2011. Maintenance expense has increased for water as more labor has been allocated to these accounts.Water and Electric reserves are adequate to meet day-to-day operations. Long-term debt for water has decreased this year as we have not borrowed and have paid principle down. Customer Service/Weatherization has decreased in 2011 due to BPA reimbursing the PUD this year for expenses occurring in the past. Net Margins for electric are very good. Net margins for water are adequate. Greg will be borrowing $3.8 million from RUS to pay off the $2 million bond from Cashmere. He would like to establish a $1 million reserve to pay our load shaping charge in the winter under the new Tiered Rate Methodology (TRM)from BPA. He will then reimburse back in non-peak season to the fund. Greg will bring these requests to the board in the future. Electric Line Extension Policy A final policy committee draft of the Electric Line Extension Policy was given to the commissioners for review. Follow-up discussion will occur at the next meeting. We will also schedule a future work session to discuss rates before the end of the year. Commissioner Denison's request to attend APPA Leadership Academy in Colorado Springs Karl stated that George Caan is recommending that all executive board members for WPUDA attend this training. WPUDA will cover tuition fees if the individual utilities will cover the travel expenses. Ron and Jack agreed that Karl should attend. Kristin will research flights for Karl. Page 2 Regular Mtg.-Potlatch September 27, 2011 Mason County PUD 1 Board of Commissioners Meeting September 27, 2011 CORRESPONDENCE: No correspondence. STAFF REPORTS Tracy Colard: No DO-E report this meeting. Steve answered some questions about recent outages. Jocelyne Gray: Two connections were approved by the State for Canal Mutual bringing it to 53 connections. Jocelyne is working with the DOH on the pressure-to-pipe size issues. Greg Kester: No additional report. Kristin Masteller: Kristin handed out strategic planning agendas for next week's work session. Rob Johnson: Rob's report is reserved for executive session. GENERAL MANAGER'S REPORT-Steve Taylor Steve requested that his annual review be scheduled for December 16th. The board agreed to this date. Kristin will make arrangements at Alderbrook for 9 a.m.-11 a.m. for the board to meet separately, and then 11 a.m. -2 p.m. with the manager. Steve will not be present for the next meeting. Steve attended the manager WPUDA meeting and he gave an overview of some pressing issues discussed at that meeting. The turnout was good for our Customer Appreciation Day. One of the neighbors across the street asked for our assistance in asking the state to lower the speed limit or put up congested area signs. Jack recommended writing a letter to the DOT asking for a reduced speed limit to 35 mph and better signage for congested area. A copy of this letter will be sent to John Eagers. Page 3 Regular Mtg.-Potlatch September 27, 2011 Mason County PUD 1 Board of Commissioners Meeting September 27, 2011 BOARD REPORTS/COMMENTS Karl: Karl asked Rob if customers have to sign that they received policies when they signed up for service. Rob stated he did not believe so but he'd look into it. Karl noted that revisions were made to the WPUDA strategic plan. Kristin will send the WPUDA strategic plan to Ron and Jack. No rate increase for WPUDA but there may be a special assessment for telecommunications equipment for video conferencing. Jack: Jack gave an update on the ENW Columbia Generation Station. Ron: Ron attended the last WRIA meeting and they're still trying to find funding to continue the program. This may be the last year that they're funded by legislature. At 3:05 the regular session recessed to allow for an executive session to discuss threatened or pending litigation under RCW 42.30.110(i). Ron stated that the regular session would reconvene at 3:20 p.m. Ron reconvened the regular session at 3:20 p.m. and then adjourned the meeting. Meeting Adjourned at 3:20 p.m. n 11�tl1^ Ron Gold —President clVanda - e Pr ident Karl Denison—Secretary Page 4 Regular Mtg.-Potlatch September 27, 2011 Mason County PUD 1 Public Hearing- Union Water System September 13, 2011 The public hearing for the Union Water System Plan for Public Utility District No. 1 of Mason County was called to order at 1:00 p.m. on September 13, 2011 at the District Office Board Room in Potlatch. Present Visitors Ron Gold—President Natalie Johnson Karl Denison — Secretary Jack Janda—Vice President Rob Johnson— District Counsel Steven Taylor- General Manager Tracy Colard- Director of Ops- Electric Jocelyne Gray- Director of Operations-Water Kristin Masteller- HR/Communications/Exec. Asst. Jocelyne presented the Union Water System Plan. She stated that the new proposed system will have some stand-by storage and also have room for 20 years worth of growth. Main components of this plan include: replacing water mains, upsizing to 4-6 inch pipe from 2-3 inch pipe, and making sure that the system can accommodate existing fire flow. The district is looking at some growth occurring in this system within the next five years (20-30 more connections). One of the biggest issues is the pressure relief valves. PUBLIC COMMENTS No public comments or questions were made. The commissioners suggested that Jocelyne meet with the new fire chief and discuss ongoing maintenance on the hydrants. Public Hearing adjourned at 1:07 p.m. Ron Gold — President J I nda -V' r sident Kar Den son—Secretary Page 1 Public Hearing- Union Water System Plan September 13, 2011 PUD#1 of Mason County Union Water System Plan-Part 8 ENGINEER'S CERTIFICATION: "I hereby state that this Comprehensive Water System Plan, Part B for Public Utility District No. 1 of Mason County, Union Water System has been prepared by me or under my supervision and meets or exceeds the minimum requirements for such plans as defined under WAC 246- 290-100." PLA k �j ANNS Q F A y ���13F WASH 4y9 o y�, N � 32111 �� 7 S FClslE4F�G\� �Ff s fC� TEftt�V� S/ONAL Ea S. NAl I I I PUD#1 of Mason County Union Water System Plan-Part 8 COMPREHENSIVE WATER SYSTEM PLAN FOR PUBLIC UTILITY DISTRICT No. 1 OF MASON COUNTY PART B(INDIVIDUAL WATER SYSTEM PLAN) UNION WATER SYSTEM WSDOH ID# 51920W This report was prepared under the guidance and direction of the Public Utility District No. 1 of Mason County.The technical data provided within this plan is based on Water Company records and reporting. Jocelyne Gray, P.E. Director of Water Operations PUD#1 of Mason County Union Water System Plan-Part B TABLE OF CONTENTS Page ACRONYMS/ABBREVIATIONS ............................................................................IX CHAPTER 1: DESCRIPTION OF WATER SYSTEM ....................................................1 1A. Ownership and Management......................................................................................... 2 1B. System Background......................................................................................................... 2 1C. Inventory of Existing Facilities ........................................................................................ 4 Table 1.1 Existing Facilities Summary..................................................................................... 4 1D. Related Plans................................................................................................................... 6 1E. Existing Service Area and Characteristics....................................................................... 6 1F. Future Service Area......................................................................................................... 7 1G. Service Area Agreements................................................................................................ 8 1H. Service Area Policies....................................................................................................... 8 11. Satellite Management Agencies..................................................................................... 8 1J. Conditions of Service ...................................................................................................... 8 1K. Complaints...................................................................................................................... 8 Figure1.1 Mason County Map................................................................................................ 9 Figure1.2 WFI....................................................................................................................... 10 Figure 1.3 PUD No. 1 Water System Map............................................................................. 12 Figure 1.4 Mason County Urban Growth Areas.................................................................... 13 Figure 1.5 Union Water System Service Area....................................................................... 14 Figure1.6Zoning Map.......................................................................................................... 15 Figure1.7 WRIA Map............................................................................................................ 16 CHAPTER 2: BASIC PLANNING DATA AND WATER DEMAND FORECASTING.........1 2A. Current Population, Service Connections, Water Use, and ERUs................................... 2 Figure 2.1 Water Demands..................................................................................................... 5 2B. Projected Land Use, Future Population, and Water Demand........................................ 5 Table2.1 Water Rates............................................................................................................. 6 Table 2.2 Demand Forecast without Conservation................................................................. 7 Table 2.3 Residential Water Demand Forecast without Conservation................................... 7 Table 2.4 Non-Residential Water Demand Forecast without Conservation........................... 7 Table 2.5 Demand Forecast with Conservation...................................................................... 8 Table 2.6 Residential Water Demand Forecast with Conservation........................................ 8 Table 2.7 Non-Residential Water Demand Forecast with Conservation................................ 8 Figure2.2 Water Use Data ..................................................................................................... 9 Figure 2.2 Vacant Lands Map............................................................................................... 10 CHAPTER 3: SYSTEM ANALYSIS............................................................................1 3A. System Design Standards................................................................................................ 2 PUD#1 of Mason County Union Water System Plan-Part B Table 3.1 Summary of Minimum Facilities Requirements...................................................... 2 313. Water Quality Analysis.................................................................................................... 3 3C. System Description Analysis...........................................................................................4 3C.1 General............................................................................................................................ 4 3C.2 Source.............................................................................................................................. 5 3C.3 Water Treatment............................................................................................................ 5 3C.4 Storage Analysis.............................................................................................................. 5 3C.5 Distribution System/Hydraulic Analysis........................................................................ 9 Table 3.2 Hydraulic Analysis Summary................................................................................. 12 3D. Summary of System Deficiencies.................................................................................. 13 3E. Proposed Improvements.............................................................................................. 14 Table 3.3 Source of Supply for Existing Connections ............................................................ 15 Table 3.4 Source of Supply for 6 year Projection.................................................................. 16 Table 3.5 Source of Supply for 20 year Projection................................................................ 17 Table 3.6 Source of Supplyfor Build-out............................................................................... 18 Figure3.1 Union System Map............................................................................................... 19 Figure 3.2 Junction Nodal and Pressure Zone Map .............................................................. 20 Figure3.3 Diurnal Curve........................................................................................................ 21 Figure 3.4a through Figure 3.4f System Analysis.................................................................. 22 Figure 3.5a and Figure 3.5b System Analysis........................................................................ 28 Figure 3.6a through Figure 3.6e System Analysis................................................................. 30 Figure3.7 Fire Flow............................................................................................................... 35 Figure3.8 Fire Flow............................................................................................................... 36 Figure3.9 Fire Flow............................................................................................................... 37 CHAPTER 4: CONSERVATION PROGRAM, WATER RIGHTS ANALYSIS, SYSTEM RELIABILITY AND INTERTIES................................................................................1 4A. Water Use Efficiency Program Development and Implementation............................... 2 4A.1 Water Use Efficiency Goals............................................................................................. 2 4A.2 Evaluation Process for WUE Goals................................................................................. 2 4A.3 Water Use Efficiency Measures...................................................................................... 2 4A.4 Water Use Efficiency Savings.......................................................................................... 3 Table 4.1 Water Use Efficiency Savings.................................................................................. 3 4A.5 Leakage Reduction Field Activities.................................................................................. 3 4A.6 Regional Conservation Programs................................................................................... 4 413. Source of Supply Analysis ............................................................................................... 4 4B.1 Enhanced Conservation Measures.................................................................................. 4 4B.2 Water Right Changes...................................................................................................... 7 4B.31n terties........................................................................................................................... 7 4B.4 Artificial Recharge........................................................................................................... 7 4B.5 Use of Reclaimed Water, Reuse and other Non-potable Sources................................... 7 4B.6 Treatment....................................................................................................................... 7 4C. Water Right Evaluations ................................................................................................. 7 4C.1 Background-Washington Water Rights.................................................................... 8 _,,;_ PUD#1 of Mason County Union Water System Plan-Part 8 4C.2 Narrative Description.................................................................................................. 8 4D. Water Supply Reliability Analysis....................................................................................9 4D.1 Source Reliability.......................................................................................................... 10 4D.2 Water Right Adequacy.................................................................................................. 10 4D.3 Facility Reliability.......................................................................................................... 10 4E. Water Shortage Response Planning ............................................................................. 10 4F. Interties......................................................................................................................... 10 Figure4.1 Water Rights........................................................................................................ 11 Figure4.2 Water Rights........................................................................................................ 12 Table 4.2 Water Rights Self Assessment-Existing Status.................................................... 19 Table 4.3 Water Rights Self Assessment-6 year forecast................................................... 21 Table 4.4 Water Rights Self Assessment-20 year forecast................................................. 23 Table 4.4 Source Analysis-Q:............................................................................................... 25 Table4.5 Source Analysis-Qa.............................................................................................. 26 Figure4.3 Hydrogeology Report........................................................................................... 27 CHAPTER 5: SOURCE WATER PROTECTION..........................................................1 5A. Wellhead Protection Program ........................................................................................ 2 5A.1 Overview..................................................................................................................... 2 5A.2 Completed Susceptibility Assessment Form................................................................ 2 5A.3 Wellhead Protection Area Information....................................................................... 3 5A.4 Delineation of Wellhead Protection Area................................................................... 3 Table5.1 TOT Radii................................................................................................................. 3 5A.5 Contaminant Source Inventory................................................................................... 4 5A.6 Notification of Findings............................................................................................... 4 5A.7 Contingency Plan......................................................................................................... 4 5A.8 Spill Response Plan...................................................................................................... 5 5B. Watershed Control Program........................................................................................... 6 Figure 5.1 Susceptibility Assessment Form Well#1................................................................ 7 Figure 5.2 Well#1 Well Log.................................................................................................. 17 Figure 5.3 Well#1 Covenant................................................................................................. 19 Figure 5.4 Well#1 Potential Contaminants.......................................................................... 23 Figure 5.5 Susceptibility Assessment Form Well#2.............................................................. 24 Figure 5.6 Well#2 Well Log.................................................................................................. 34 Figure 5.7 Well#2 Covenant................................................................................................. 36 Figure 5.8 Well#2 Potential Contaminants.......................................................................... 41 Figure 5.9 Wellhead Protection Map.................................................................................... 42 CHAPTER 6: OPERATION AND MAINTENANCE PROGRAM ...................................1 6A. Water System Management and Personnel................................................................... 2 Table6.1 Key Personnel.......................................................................................................... 2 6B. Operator Certification..................................................................................................... 2 6C. System Operations and Control...................................................................................... 3 6D. Comprehensive Monitoring Plan.................................................................................... 3 PUD#1 of Mason County Union Water System Plan-Part 8 6E. Emergency Response Program....................................................................................... 3 6E.1 Water System Personnel Emergency Call-up List........................................................ 4 Table 6.2 Water System Personnel Emergency Call-Up List................................................... 5 6E.2 Notification Procedures.............................................................................................. 5 6E.3 Vulnerability Analysis............................................................................I...................... 5 6E.4 Contingency Operational Plan.................................................................................... 7 6F. Safety Procedures........................................................................................................... 7 6G. Cross-Connection Control Program.............................................................................. 10 6H. Customer Complaint Response Program...................................................................... 10 61. Recordkeeping and Reporting...................................................................................... 10 6J. Operation and Maintenance Improvements................................................................ 10 ColiformMonitoring Plan...................................................................................................... 11 Figure 6.1 Coliform Monitoring Map.................................................................................... 15 Figure6.2 Testing Schedule.................................................................................................. 16 Figure 6.3 Water Quality Results.......................................................................................... 17 CHAPTER 7: DISTRIBUTION FACILITIES DESIGN & CONSTRUCTION STANDARDS ..1 7A. Project Review Procedures............................................................................................. 2 713. Policies and Requirements for Outside Parties.............................................................. 2 7C. Design Standards ............................................................................................................ 3 7D. Construction Standards .................................................................................................. 3 7E. Construction Certification and Follow-up Procedures ................................................... 3 CHAPTER 8: IMPROVEMENT PROGRAM..............................................................1 8A. Prioritizing Improvements.............................................................................................. 2 8A.1 Introduction.................................................................................................................... 2 8A.2 Distribution System Improvements................................................................................ 2 8A.3 Source and Storage Improvements................................................................................. 3 8A.4 O& M Improvements..................................................................................................... 3 8A.5 Water System Planning Documents............................................................................... 4 813. Improvement Schedule................................................................................................... 4 CHAPTER 9: FINANCIAL PROGRAM......................................................................1 9A. Financial Program ........................................................................................................... 2 CHAPTER 10: MISCELLANEOUS DOCUMENTS ......................................................1 10A. Supportive Documents ................................................................................................... 2 10B. Agreements..................................................................................................................... 2 CHAPTER 11: REFERENCES...................................................................................1 11A. References ...................................................................................................................... 2 -Viii- PUD#1 of Mason County Union Water System Plan-Port 8 ACRONYMS/ABBREVIATIONS APWA American Public Works Association AWWA American Waterworks Association CCC Cross—Connection Control Comp Plan Comprehensive Water System Plan, Part A dated 2005, prepared for Public Utility District Number 1 of Mason County CWSP Coordinated Water System Plan CWSSA Critical Water Supply Service Area DNS Determination of Non-Significance DOH Washington State Department of Health DOE Washington State Department of Ecology ERU Equivalent Residential Unit FVT Financial Viability Test GAL Gallon gpm Gallons per Minute GMA Growth Management Act GWI Ground Water Under the Influence of Surface Water HP Horse Power JWMA J.M. Morrisette and Associates Inc., P.S. MCL Maximum Contaminant Level NTNC Non-transient Non-community Water System PE Professional Engineer -ix- PUD#1 of Mason County Union Water System Plan-Part 8 psi Pounds per Square Inch PUD No. 1 Public Utility District of Mason County No. 1 OFM State Office of Financial Management RCW Revise Code of Washington SAL State Advisory Level SDWA Federal Safe Drinking Water Act SEPA State Environmental Policy Act SOC Synthetic Organic Chemical SWTR Surface Water Treatment Rule TNC Transient Non-community Water System UGA Urban Growth Area UTC State Utilities and Transportation Commission VOC Volatile Organic Chemical WAC Washington Administrative Code Water Water Policy Manual, Mason County PUD No. 1, Adopted June 25, 2004 Policy Manual WFI Water Facilities Inventory Form WHPA Wellhead Protection Area WSDOT Washington State Department of Transportation WRIA Water Resources Inventory Area WSDM Water System Design Manual, December 2009, prepared by the Washington State Department of Health -X- L Q M u Chapter 1 Description of Water System F PUD#1 of Mason County Union Water System Plan-Part B CHAPTER 1: DESCRIPTION OF WATER SYSTEM The Union Water System is located within Mason County, east of Annas Bay, south of Hood Canal. SR 106 surrounds the service area, with McReavy Road bisecting the service area. See Figure 1.1 for the general location. 1A. Ownership and Management System Name: The water system is identified as Union Water System. This was the first water system for the PUD No. 1 and is one of 34 owned and operated by PUD No. 1. The WSDOH system identification number is 51920W. The water system is a Group A Community System. Type of Ownership: Refer to Chapter 1 of the Comprehensive Water Plan Part A for description of the ownership. Management Structure: The management structure for PUD No. 1 is described within Chapter 1 of the Comprehensive Water Plan Part A. Water Facilities Inventory Report Form: A copy of the current WFI Form was obtained from PUD No. 1 and a copy is attached as Figure 1.2. 1B. System Background History of Water System Development and Growth: Mason County PUD No. 1 has owned and operated the water system since 1945 when the water system was formed. The water system serves an unincorporated community of Union within Mason County, east of Annas Bay and south of the shore of Hood Canal. The Ground Water Contamination Susceptibility Assessment Form has well one Chapter 1:Description of Water System -2- PUD#1 of Mason County Union Water System Plan-Part 8 originally constructed on February 4, 1956 and well two originally construction on November 2, 1971. The water well report shows the well depth to be 166 feet constructed on February 4, 1956 for well one and for well two the depth to be 298 feet constructed on November 2, 1971. The Certificate of Water Right 2-20745 was dated February 15, 1973 and 2-29315 was dated November 2, 1995. A copy is included as Figure 4.1 and 4.2 in Chapter 4 of this document. A previous Part B for Union Water System was prepared in November 1997 by JWMA for 148 connections with approval for 205 connections. This is an update to that plan. Geography: The service area is approximately 200 acres and consists of rolling terrain with varying slopes. From the available topographic mapping the approximate elevations across the area are between sea level and up to elevation 480 feet. The area is located within the Kennedy/Goldsbourough WRIA # 14 as mapped by the WSDOE. Neighboring/Adjacent Purveyors: There are no water purveyors adjacent to the Union service area. See Figure 1.3 for general locations of water systems owned and operated by PUD No. 1. Ordinances/Bylaws: The Comprehensive Plan of 2005 includes copies of the PUD's policies. These include: • Condition of Service Policy • Operation Policies • Cross Connection Program, Resolution No. 985 • Water Policy Manual, adopted 6-25-2004 • Fire Flow Memorandum of Understanding, dated 2-25-1997 and approved by the Mason County Fire Marshall, dated 2-26-1997 • Satellite System Policy, revision approved 5-25-1997 Refer to Mason County's website for a copy of Interim Fire Flow Standards for Group A Water Systems, MCC 14.18, 2007. Chapter 1:Description of Water System -3- PUD#1 of Mason County Union Water System Plan-Part 8 1C. Inventory of Existing Facilities The existing facilities are summarized in the following table: Table 1.1 Existing Facilities Summary UNION EXISTING FACILITIES SUMMARY PIPES PIPE SIZE PIPE TYPE LENGTH (FT) 8" PVC 4,621 6" AC 5,536 6" PVC 6,551 4" PVC 3,715 4" AC 3,453 3" PVC 1,083 2 1/2" PVC 593 2" PVC 4,643 2" POLY 1,890 1 1/4" GALV 62 1 1/4" POLY 324 1" PVC 1,012 VALVES VALVE SIZE VALVE TYPE NO.OF VALVES 8" GATE 6 6" GATE 41 4" GATE 11 3" GATE 3 2" GATE 10 1 1/4" GATE 1 1" GATE 2 MISCELLANEOUS AIR RELIEF VALVES 5 BLOW OFFS 12 BOOSTER PUMPS 10 H.P. 2 BLADDER TANK 119 GAL. 3 METERS RESIDENTIAL 118 PRESS.RELIEF 7 RESERVOIR 88,000 GAL. 1 CAPTIVE AIR TANK 650 GAL. 1 WELL 2 Chapter 1:Description of Water System ._", -4- PUD#1 of Mason County Union Water System Plan-Part 8 Description of facilities and major components The Union Water System's public water is obtained from two wells. Well one is located near the corner of Aldernery Street and Port Townsend Street and well two is located west of McReavy Road and south of Alderney Street. Well one is constructed of a 10 inch casing approximately 150 feet deep; with one submersible pump used to withdraw water from the well at approximately 20 gallons/minute. Well two is constructed of a 16 inch casing approximately 15 feet deep and then a 10 inch casing to a depth of 298 feet; with one submersible pump used to withdraw water from the well at approximately 144 gallons/minute. The maximum instantaneous flow rate is 200 gpm and the maximum annual volume is 13.6 Ac. ft. based on 2-20745 water right. The maximum annual volume and maximum instantaneous flow rate is 300 gpm and 176 Ac. Ft.for 2-29315 water right. There are three main operating sites for the Union Water System: well one's location, well two's location and the reservoir and booster site. The reservoir is an 88,000 gallon reinforced concrete cylindrical tank 25 feet tall; the site also contains two 10 HP pumps which boost the water for zone 1. Water from the wells is pumped into the reservoir as well as feeding the system; the reservoir is filled based on float switches within the reservoir which provide controls for pump on and off operations. The distribution system was installed and extended as water services were added to the system. The piping system is relatively small PVC pipe ranging in size from 1 inch to 8 inch diameter. There are eight pressure zones within the Union Water System; identified as Pressure Zones 1- 8. Pressure Zones 2-8 serve the customers via a gravity fed system and various PRV's throughout the system, while pressure zone 1 is controlled by the two 10 HP booster pumps. The well sites are equipped with meters to measure the amount of water supplied to the customers. Customer services are equipped with individual meters and individual PRV's as needed. Number of Service Connections Based on the water company's records, there are currently 207 total existing connections to the water system, consisting primary of single family residences, however,there are also eight commercial connections. Chapter 1:Description of Water System -5- PUD#1 of Mason County Union Water System Plan-Part 8 Existing Interties There are no existing interties between the Union Water System and other water systems/purveyors. 1D. Related Plans List of Related Plans GMA considerations: In 1990 Washington State passed into law the Growth Management Act. The intent was to stop uncontrolled development which threatened the environment and led to continuing urban sprawl. A number of goals were adopted by the GMA. One goal was to encourage development within urban areas where adequate public services can be provided. Mason County has identified three urban growth areas within its Comprehensive Plan. These areas are the City of Shelton and the unincorporated communities of Allyn and Belfair, see Figure 1.4. The Union Water System is not located within the urban growth boundaries of these areas. Comments from Agencies and Adiacent Purveyors No comments have been obtained from other agencies at this time. Comments, if any, will be added later. There are no adjacent purveyors. Response to Comments None provided at this time. 1E. Existing Service Area and Characteristics Existing Service Area Map Figure 1.5 depicts the Union Water System Service Area. Chapter 1:Description of Water System -6- PUD#1 of Mason County Union Water System Plan-Part 8 Zoning and Land Use Mason County has designated the water service area as Rural Residential as well as Rural Commercial, with a small portion of Rural Multi Family see Figure 1.6. The majority of the service area lies within the Rural Residential zones with small areas zoned Rural Commercial and Rural Multi Family. See Figure 1.6 for Area Zoning Map. The area characteristics are rural single family residences and rural commercial with the necessary access roads. 1F. Future Service Area PUD No. 1 has determined adjacent areas near the existing service area boundary where projected development is likely to occur in the future. Future Service Area Map The future service area map can be found on Figure 1.5 shown as an expansion of the existing service area boundary. Zoning and Land Use The Mason County Comprehensive Plan was prepared to meet the County's 20 year population forecasts, including related demands to utilities. Therefore, it is anticipated that the area zoning will not change and future characteristics would remain rural primarily single family residential. Zone Cnt Sum Total Cur Zon Max SUM—Gross— Development _Ex Calc Sum Sum Fut Max CD CU Du Zon Du AC Urban Area Conn Conn Fut Conn Conn ADU ERUs General RC2 1 0.4" 12.5 No Mason 1 5 4 5 0 5 General RC3 11 1 per lot 3.94 No Mason 9 11 1 2 11 0 11 General RMF 6 1 per lot 0.28 No Mason 6 6 0 6 0 6 General RR 2.5 319 0.4 153* No Mason 170 320 150 320 6 326 General RR5 53 0.2 123 No Mason 23 55 32 55 1 1 56 209 397 188 397 1 7 404 Chapter 1:Description of Water System -7- PUD#1 of Mason County Union Water System Plan-Part B 1G. Service Area Agreements Service area agreements for PUD No. 1 are discussed within Chapter 1 of the Comp Plan. 1H. Service Area Policies PUD No. 1 service policies are discussed within Chapter 1 of the Comp Plan. 11. Satellite Management Agencies The satellite program for the PUD No. 1 service area is discussed in Chapter 10 of the Comp Plan. 1J. Conditions of Service The policy titled "Conditions of Service" is included in the Appendix of the Comp Plan. 1K. Complaints It is of utmost importance that complaints be taken seriously and handled in a timely manner. Ignoring complaints can cause worry and distrust in the service area customers. Good record keeping practice will help resolution by noting the relevant data gathered; serve as reminder to resolve complaints and also to notify the customer. Policy From page 36, Chapter 613 of the Comp Plan the following is noted "...it will be the practice that a record of all complaints and action taken be on file. If a complainant is unsatisfied he or she should bring it to the Board of Commissioners to be resolved." Record Keeping Record keeping is described in Chapter 6 of the Comp Plan. Chapter 1:Description of Water System -8- 4 r' fd Ir ate. t°. o. rr 1 fi h tIiNGYf '^ •� y� ��x.. //�! �(nt� ��T� �t e E • } c , s t f 1' r 5H64vOx -.- f NT , _ U I •tdA.t S l f ashi" ton FIGURE 1.1 I WATER FACILITIES INVENTORY (WFI) FORM Quarter:1 /�J Hei l th tJpdated:10102/2009 ONE FORM PER SYSTEM Printed:10/02/2009 Dioisk»ro Enairvrrue"I"IlWlh NlFI Printed For:Annual �n o/�;rrU.IX wa.w Submission Reason:Other RETURN TO: 'Southwest Regional Office PO Box 47823 01 m is WA,98504 SYST I 4 Z, SYSTEMNAME _ 3 3 COU N * rUV .t_:,_ t€ 4. GROUP S. TYPE 5T52Q UNION MASON A Comm 6. PRIMARY CONTACT NAME&MAILING_DDRESS NirimSz `Q0363&=- TRACY COLARD[OPERATIONS DIRECTOR) MASON COUNTY PUD 1 MASON COUNTY PUD 1 TRACY COLARD TITLE:SMA 111 21971 N HWY 101 21971 N HWY 101 SHELTON,WA 98584 SHELTON,WA 98584 STREETdQDR0 IFDIFFERENBFAOM ABOVE STREETADDRESSWDIFt`ERgN7FRObrABbV�Pt'''' "•` t"' "".'`'' '^'"' = ATTN ATTN ADDRESS ADDRESS CITY STATE ZIP CITY STATE ZIP 9 24 HOUF PRIMARY CON �1CF ORMATION 1O RCONN T �C�OR.t" TO�t�.�s �. Primary Contact Daytime Phone: (360)877-5249 Owner Daytime Phone: (360)877-5249 Primary Contact Mobile/Cell Phone: Owner MobileXell Phone: Primary Contact Evening Phone: (800)544-4223 Owner Evening Phone: (360)877-5249 Fax:(360)877-5339 E-mail:tracyc@hctc.com Fax: (360)877-5339 L'maic roym@hctc.com WAC 246-290420(9)requires that water systems provide 24-hour contact information for emergencies. F1 SA f'-k�C GEMS AGENEY-SMA(check..R ❑ Not applicable(Skip to#12) Owned and Managed SMA NAME: MASON COUNTY PUD 1 ►"(iriflti :;'" °' j ❑ Maraged Only ❑ Owned Only 12 WATERSYSTEhtCHA�STI�$�mar' Lty� W =4 F ❑Agrlcultural ❑ HospitaUClinic XResidential ,_F Wommercial/Business ❑ Industrial ❑School ! ❑Day Care ElLicensed Residential Facility ❑Temporary Farm Worker Wood Service/Focd Permit ❑ Lodging N[O�tr(chur fire station,etc t 01,000 or more person event for 2 or more days per year ❑ Rec;eaticnalI RV Park kt 1 13. WATERSYSTEMOWNERSHIP maricori ( 'Y Investor �(spedal DistrictRACE CAP��ff j I ❑Association ❑ County ❑ ❑CitylTown ❑ Federal ❑ Private ❑State 88,000 15 7 18 iF R 1T�; 18 19 2 SOURCE NAME IIFTE(RYIE. SOURCE CATEGORY....' USE A7�lF....:. [TN i0i E1 CA11QIL:_ WOLRY'S NAME FOR SOURCE ti `AND WELL TAG ID NU M811L o r i Example:WELL01 XYid*t' MfTERT1E ° Z � a w _ w o o $YtiT EM J a a w 0 4 IF SOU RCE IS PURCHASED OR INTERTIED ID ¢ `—" z 3 z ~ z ~ P1 a «r U > 2 Z w F LIST SELLER'S NAME NUMBER z z 3 a z u� a Uj Example: SEATTLE '�' i ti ti o n w o o i r= `° p ! N U 2 U F- S01 Well Al N -T� X X Y X I 1 1 84 40 NW SW 32 22N 03W S02 Well#2 N9-TAG A\j X I I X1 I Y X 1 1 259 1 234 NE SW 32 22N 031N DOH 331-011(Rev.06/03) Sentry DOH Water System Copy Page: 1 FIGURE 1 .2 WATER FACILITIES INVENTORY (WFI) FORM - Continued 2�$1f�T��FTAME 51 UNION MASONoff DOH USE ONLYI DCH,USEONLY! Cn�CUil�.TED APPROVED CO�MECTION R A LVE CDWE N 25, SINGLE FAMILY RESIDENCES(How many of the following do you ha le?) s _ —fr l�� 234 2EQ A. Ful Time Single Farrily Residences(Occupied 180 days or more per year) B.Pert Time Single Family Residences(Occupied less than 180 days per year) 0 26. M.UL-TIFAMILY RESIDENTIAL BUILDINGS(HoiO04n- t�ie(otl'dwing ny0uheve?� A.Apartment Bindings,condos,duplexes,barracks,dorru p B. Fu!I Time Residential Units In the Apartments,Condos,Duplexes,Dorms that are occupied more than 180 dayslyear C. Part Time Residential Units In the Apartments,Condos,Duplexes,Dorms that are occupied less than 180 dayslyear 27, NON-At IbEWIAL CONNECTIONS(How,many'of th@ 161f6initn9 do yoti h3Ve7) A.Recreational Services and/or Transient Accommodations(Campsites,RV sites,hoteUmotelbnrn ht units) MUMS B. Institutional,Commerc!al!Buslness,Schcol,Day Care,Industrial Services,etc. k - .. w .. SERVICECONNECTIOiJS 29.'FULL-TEME RESIDI=NTLAt POI�UCAT10!( k T �'� ' � � .. A. How many residents are served by this system 160 or more days per year? a`3� 30.:PART-TIME RESIDENTIAL,P041 AT�ON 'K FEEL M ApR s fMlr' JUKE ] a o' A. How many part-time residents are present each month? I B. How many days per month are they present? 3 ;TEx 11LSiaS fAf f FE9x JUH JtJI'; i A. How many total visitors,attendees,travelers,campers, 300 300 300 750 1000 1200 1400 1400 1200 900 300 280 patients cr customers have access to the water system each month? B. Hove many days per month is water accessible to the 31 28 31 30 31 30 31 31 30 31 30 31 public? r $' ��� 3AN FEB �l MAY JUN RJl" AIJ(3''" SEFi rdCTY- NOV" D�f�3 (LIXRIN RESIDETIAIr I�SERS R :. .. ... A. If you have schools,daycares,or businesses connected fir-- -6— 4- __6_ AD-' }� 10 � _.� -g -8-. � to your water system,hew many students daycare children and/or employees are present each month? 1, rr- /J f {� /) j�L �.Z �, B. How many days per month are they present? .2$► 20 ,20-�' 2e 28- 30 31 31 30 25 20- � ��; La `); 1 1 ,9va5 33. ROUTINE COLIFORM SCHEDULE :..:; JAN FEB MAR APR MAY JUN JUL AUG 5EP tx>F'i DEC I V k... •x5'ti R so n foe 3ubin -:�x� ��::>•_. �A� �: •�:>. �;a:_��;: a�:<�==" _ :;e:.;;:::_;.. ittingWFl �_ �3� �'•: :-- "�`�'._�= �~� � s` ��� � �� _,�:::,•,�`�,�'^: Update-Change ❑Update-No Change ❑Inactivate ❑Re-Activate ❑Name Change ❑New System ❑Other 36. 1 certify that the information stated on t is WFI form is correct to the best of my knowledge. SIGNATURE: / �, ' �u / DATE: PRINT NAME: ( C� •o -r TITLE: DOH 331-011 (Rev.06.93) Sentry DOH Water System Copy Pane: i ' i fSA Iy�iiJ or MF All MIN IMP man •�; 11t1■■G�n�l�l 1, ■a'-�11;141�. 9u r:�i�I 1..:.yOf— �!•_ ► :7 "ice' -- 7 i ::��i:•.-I; : I ■ a �r■ +► -r 4m �:I■�R■. " Cr �I/.,.`'.! '• �11� ■i ' ■1:1�1••� Iv `'c- ■ till�!.1■ _ 11■ •!1—���..���'i9 a�■��1PINE lz• ■G li — ■ �..�1••--n,�r►,1�. .' . is��. ��1�I�I��.,L.'■r1J•' ' a::an�i��ii,:���' ;jai ;�. Shelton € Allyn rrxar„br. , Ne,<,ue�1 Mason County Urban Growth Areas ice' r v i 7tt +tad I 01 .f6WbNM0.VYn §§ �• � is I11Nr1 /arrun �:. wu3 777 Legend Major Roads r QQ i Hig rr✓ - —.r.. - �� � , I <rvlaO`um' eur.ob ;r f . w ue ua xwe d {NatCr Bod{e3 �r'• . �.�" f , urban(;,rcnuth area Bel#alr AirFleW i w wet ,,1 r , r •� v..►rwq,u.rH<m,Mro�oMwn.w< I { ,h.�. 11"" �� wp<r<ncurarer.uavw ap,n++ i I ; I v*.rw .. n a; hMSN4wAl.f iMblR+e �,�.° ' ; .. •'! _ � s,r� �fyrYeh.owR.n.uNw ,ver by nwn�r.e�f.qs i +r► � :' eAll(a01111y a f M14,d,Ca.<y Y4m<y,14ywli,q?'.1 b.»d w.fne.6NIYR ��1qy _ � y ITM7MIE4<1.f�1 1 ' 1 7 ."..... , � r � R..wla Nl rhh RwuwxspuAweA wu�M�.sv.i t Mn �" J . . rwrr�iwe.. �mNw<a�.e B � Jd , � iwi°�ewn"anwnt ' k IIe1N1Ue Ml b n �.' � •i;. f ofxwaerotnuuueafwar{.udwr . � N"t TYb1,wwM<W a•nN FaMlwn hMrAhanwseF .14 rrl1E3J) t" m.nw.awwrrywW^s..»cY roMw,aa v f':f.i.il. t<wYlo Mefd.e6ye�aa.e +ec�. i —f-M.a<w1MP'..r dvxq At a.s M.NMINF.MM'A1MfagNanir°,rnrylimN f IMeA ' ,.r^ w ...• �ief.eeW Mf.F HNp�GferYlw.nNlofee++e�I. Iar..wawa +.�1 FN.M.M MNfMw.w.� 0 zow OOIf j_ a.rwr+,+w,wn,w r,nF�waf.,rNr `` ' u rrawfsMMwuc.nr NNwavFN.wgMw.sf �Aales ,. ..._. i �,.rv."� � • f..a ;w 7r 4eM ram`s wf..wrf«ww«rwMr«wnrww+so,r.b 0 03 1 �.. 1�Ij •.� Ili aN 1 � 'F'V MIwatN�MaYw�MrM,wNYi FIGURE 1.4 0 UNION U SERVICE a,�e W Z Zone 8 4- GRAPHIC SCALE t W ' S.R.106 w ` ee 500 0 250 500 / t Zone 8 1 inch = 500 ft. / /__ E. 2ND Si. �....f-2ND S� .�� "�,,__— -_---- SR 706— '--_---_ LEGEND 1 I Zone EXISTING AND RETAIL PRV— E.3RD-ST.t SERVICE AREA BOUNDARY e WARREN OR. I Zone 8J/ -E.4>H sr. --- _ '��t �wEAI L _ w FUTURE SERVICE AREA PRV- l�_ m ! P� Zone 4 E. WARREN DR. BOUNDARY 1 E:4M ST a r—— ———————— PARCEL LINES '� Zone 5 +1 1 _J �..IcuNN_a�l ----- cxuNN-AY�F PRESSURE ZONE I—a PJ/ PRG- ri — �' �� --I) 1---------1' R `I E.CARNEY LN E.MAIN S7 1 -E.STH SL ---. .�_foJH �ELWD Zone 3 w' — ? A NSTA C I Zone lb —— w, I I 1-.-E:-ALDERNEY-STr_ �. I .... PRVV w ` Ca�E oR E GREAT BEND OR \. IZone 2 ` I f.-PINE ST I $ / Zone 2 z,E.GARNET CT I �j �► TANK E.PEREGRINE LN - E.UNION HEIGHTS D E. ON HEIGHTS OR. --� ", I �- — — — — '— 1 Zone 1a � (v FIGURE 1.5 BOOSTER STATION __ E. DALRY RD.- j Apex' g 2601 South 35th. Suite 200 M Tacoma, Washington 98409-7479 M (253) 473-4494 FAX: (253) 473-0599 I Mason County Map oE AYH ST E WARREN Dh. 'E 4TH ST r < 6 n a a e ' 2 V t ; E KUHN AVE z _. —. . ESTKS EUNDA TACT I t E ALCKRK*V Sr F . f tMOAT BEND t:,n E PWE ST i edAXH'T4T _....� E5PRLCt:fT f E VIOLA Lh E PERE131t Mr.LN E VNION HL*HTS DR 0A' b N A%9TEY P044T DR m lK 4 q- EDAL6.Y Rr. 4 L'�yluw ltClCE.TAD 4 9q 'h:da:a=sad to sake this sap ham bm ca:tad fa,-accuracy,and:.v-^•;of xt'as baaa c ada tc arse::that rasa data aro titnah•,acrs¢ato a:d ratzbL- 1::acatv:,Maser C3,=v::st'sas s>n LEGEND aaL-achaa cr a•uncr.to as z:=ary as tc•:At slx4.dca==;,s z`xc:tio-_of ar: is zp:a ras cocra>::d arse Lh t+a>dzrss caprtad 3R tb:sa d fz zra a roaiata.zo3 an =<umis Ii ralat47 i OW$ o.af na:::szrir ar-coats sa stn-.v�'6t oc a:_xiraor¢z slzc3s:ds.and crcraasdoj fcc cfcrmzri:caipm-trasan,.\Sa:m:c>nztdxsootassmazrbsr tazl ac;aspctubiv !`vsAjhA*r� of9'OW zrsia!r=the nse of"-tczp in a=--=ar mot orlaod:c Fn 1a an csmrr.In oa nvs shal ��� R� `.I35CL l7=£?' a ri`T11C far dSa:t,i�LiacG fII ldaatz�CCCSafylLn111 spa ct:oc::cr i ssos cd t KGm 8 5tmens L..3 C* ' zrrr kzd,irr�dxa,bx nor.h=:md tc.bss ce actic{ztodprcft cc bewEr.ais=a frccn ux of Or Parca3ln CiatrTnpSaiCTMT Dkofidt rc:zwa cc.a z&=stica cawikAd Emu ( Soc:Acm, takes r 0203-bbwc,Caunt;GIS Tes„rvahb•t " Ptrpat SanAtl 6 NA)er L poc 100 W.Public Works Dr Shcknk WA99534 RC3: Rural Commercial 3 Shown in Pink RC2: Rural Commercial 2 Shown in Orange RR2.5: Rural Residential 2.5 Acres Shown in Yellow RMF: Rural Multi Family Shown in Brown RR5: Rural Residential 5 Acres Shown in light blue FIGURE 1.6 Kennedy/Goldsborough Water Resource Inventory Area(WRIA)#14 Elevation Model )I��eej 1 t I Re s' �J k � / �apt p, o ,-� J� ,,J, ��✓ � � ,, �� /, �� � 1 �- J • �J M;/r .01 CIO f r _ 41- AS . ✓ /`.- Wa-Dcpt.of Ecology,US Technical Sa vices 11 16107 WRIA County 10.meter resolution DE:�I,topo14 FIGURE 1 . 7 N d a L V Chapter 2 Basic Planning Data and Water Demand Forecasting PUD#1 of Mason County Union Water System Plan-Part 8 CHAPTER 2: BASIC PLANNING DATA AND WATER DEMAND FORECASTING This chapter is to provide the basic planning data necessary for PUD No. 1 to assess water demands within the water service area. This information was used to evaluate the condition of the existing system and to determine future requirements through the year 2031. 2A. Current Population, Service Connections, Water Use, and ERUs Service Connections and Current Population DOH requires that service connections be identified within four customer classes. The Union Water System has primarily single family customer class with limited commercial customer class. Currently there are 199 metered residential services and 8 commercial services obtaining water from the Union Water System. The number of connections is based on the current records and actual meter counts within the service area. From page 10, Section 2B of the Comprehensive Water Plan Part A, 2005. "To estimate the populations using PUD No. 1 water systems, the figure of 2.3 persons per household is used in the individual Parts 8 of this Comprehensive Water Plan. Although an exact population census has not been conducted of the water system area, demographics suggest that between 2.2 and 2.6 persons per connection is reasonable for these areas (Mason County Planning Department for Lower Hood Canal Area and County Wide). Currently, a majority of the service connections on PUD # 1 are households. The population served by each water system is equivalent to 2.3 times the number of service connections or future connections the water systems serve." Therefore the estimated population is approximately 458 individuals (199 x 2.3), 300 to 400 temporary users and 6 to 10 non-residential users. Water Use Water production data is measured by the source meter located at the well site. Customer service volumes are from individual service meters. Meter readings are manually obtained on a monthly basis. Chapter 2:Basic Planning Data and Water Demand Forecasting -2- PUD#1 of Mason County Union Water System Plan-Part 8 Figure 2.2 provides a table of the monthly water produced and used for the Union Water System between years 2006 through year 2010. Water Production The volume of water withdrawn from the well is under the "Source Meters" column of Figure 2.2. This volume represents the water production distributed to the water system. Single Family Residential Consumption The volume of water used by the customers is located under the "Customers" column on Figure 2.2. The column "Usage per Customer" is the volume of water used by the customer divided by the number of customers. Distribution System Leakage In operating any water utility, it is not possible to deliver all water produced from the well to the customer's meters. The difference between the water produced and that volume used by the customer is defined as distribution system leakage (dsl). That volume is located under the "Monthly Water Loss" column in Figure 2.2. For this analysis the distribution system leakage is considered non-revenue water. DSL has been converted to demand spread evenly throughout the system. Generally a recognized and recommended percentage of lost and unaccountable water for small communities is 10 percent. Union water system is experiencing more unaccounted for water and has established a Water Use Efficiency Program to account for this. Refer to Chapter 4 for Water Use Efficiency Program. Equivalent Residential Units DOH and WAC 246-290-222 requires that water usage be reported in ERUs. One ERU is equivalent to the quantity of water consumed by a typical full time single family residence. An ERU is calculated by dividing the total volume of water used by the single family customer class by the number of connections. The water volume does include the lost and unaccounted for water. The analysis accounts all 199 single family residential connections as 199 ERUs; as well as eight commercial class connections which are accounted for as 4 ERUs for a grand total of 203 ERUs for the analysis. Chapter 2:Basic Planning Data and Water Demand Forecasting -3- PUD#1 of Mason County Union Water System Plan-Part 8 The average single family residential water use is calculated as follows: ■ Total water volume from "Customers" on Figure 2.2 for the 2006 through 2010 years=57,328,904 gallons ■ Average Daily Demand (ADD) = 57,328,904 gallons/(5 yrs x 365 days/yr) = 31,413 gal/day ■ Number of connections = 207 o Number of residential connections = 199 o Number of commercial connections = 8 ■ Number of ERUs= 203 ■ ADD per ERU = (31,751 gal/day)/ 198 ERUs= 160 gpd ■ Therefore an ERU is equal to 160 gpd. For this analysis this figure is rounded up to 200 gpd. ■ ADD was also calculated per year for the past five years, refer to Figure 2.1. The design ADD value of 200 GPD/ERU proves to be a conservative value compared to this data as well. ■ DSL ERUs were calculated based from the total of water lost throughout the system divided by the ADD. o (3,913,752 gal/yr)/200 gpd/365 days= 54 ERUs ■ Total existing ERUs= 257 Maximum Day Demand (MDD) Guidelines within the WDSM recommend the use of daily water use data to calculate MDD, however daily data is not available therefore the peaking factor was calculated from the monthly data. Based upon the last five years of water use data the peaking factor has fluctuated from 1.44 to 1.8 therefore to be conservative a peaking factor of 2.0 applied to ADD to calculate MDD. For this system MDD calculates to be 400 gpd/ERU. MDD was also calculated per year for the past five years, refer to Figure 2.1. The design MDD value of 400 GPD/ERU proves to be a conservative value compared to this data as well. Chapter 2:Basic Planning Data and Water Demand Forecasting -4- PUD#1 of Mason County Union Water System Plan-Part 8 Figure 2.1 Water Demands 350 313 300 270 271 250 2 210 200 W 13Average Day Demand ii 159 ❑Maximum Day Demand 0 ?S' 15G 150� 145 100 50 0 L- 2-C6 2007 2008 2009 2010 2B. Projected Land Use, Future Population, and Water Demand Protected Land Use The land use pattern within the Union Water System area is largely established. The future land use is generally reflected in the current zoning and development patterns. The future land use is assumed to remain as rural residential and limited commercial as it currently exists. Refer to Figure 1.6 in Chapter 1 for the area zoning. Proiected Residential Population See Figure 2.3 for the Vacant Lands Map. The water system is projected to have 265 residential connections by the end of 2017 and therefore has an estimated population of 610 individuals (265 x 2.3).The estimated future population of the system in 20-years is 731 (318 x 2.3). Chapter 2:Basic Planning Data and Water Demand Forecasting -5- PUD#1 of Mason County Union Water System Plan-Part 8 Projected Non-Residential Water Needs Water demands for non-residential uses is the water required for existing commercial and industrial customer classes. There are a few areas of potential commercial growth within the service area. Based on density allowed for each zone the total commercial connections could double to 16 connections. Utilizing the same demand factor of 1 commercial connection equivalent to 0.5 ERU a future growth of 4 ERUs would be anticipated within the service area. Protected Non-Revenue Water PUD No. 1 is anticipating that the non-revenue water or distribution system leakage will decrease as distribution system leakage is addressed. Refer to the Water Use Efficiency Plan in Chapter 4 for additional information. Water Rates and Rate Impacts on Water Demands A description of the water rates and fees is presented within Section 4 — Water Rates and Fees —of the Water Policy Manual for PUD No. 1, adopted June 25, 2004, a copy is located in the Appendix of the Comprehensive Plan 2005. The water rate structure is based upon the metered water volume used and includes a capital surcharge fee. The metered water rates as of January 1, 2009 are shown within Table 2.1. Table 2.1 Water Rates First 400 cu. ft. $26.58/month 401 to 1000 cu.ft. $ 1.26/ 100 cu. ft. 1001 cu. ft. and above $ 1.57/ 100 cu.ft. The capital surcharge fee is$9.00/ month. New customers will be required to pay a Systems Development Fee (SDF). The purpose of the SDF is described on page 4-2 of the Water Policy Manual. The SDF as of January 1, 2009 is$3,676.59. Additional fees may be required. These are identified on pages A-2 and A-3 of the Water Policy Manual. These fee types and amounts may not be current. Contact PUD No. 1 for the current fee types and amounts. PUD No. 1 is scheduled for a rate study in later summer of 2011. The Union Water System has less than 25,000 connections; therefore, a discussion of Chapter 2:Basic Planning Data and Water Demand Forecasting -6- PUD#1 of Mason County Union Water System Plan-Part 8 the project impacts of the rate schedule on future water demands is not included. Water Demand Forecasting Based on a growth factor of 33% for residential and 20% for commercial, the Union Water System should achieve full build out in more than 20 years with a total of 28,324,000 gallons of water for the average annual demand. Table 2.2 Demand Forecast without Conservation Average Average Total DSL Grand Annual Annual Year Res. Com. Customer ERUs Total ADD MDD C F PHD PHD/ERU Total Total ERUs ERUs ERUs (27% ERUs Demand Demand DSL) (gal.) (ac-ft) 2011 199 4 203 54 257 200 400 2 75 235.86 0.92 18,732,752 57.49 2017 265 5 269 73 342 200 400 1.8 125 292.45 0.85 24,982,564 76.67 2031 318 6 324 88 412 200 400 1.8 125 338.95 0.82 30,075,124 92.30 Build 388 8 396 107 503 200 400 1.6 225 399.36 0.79 36,713,160 112.68 out Table 2.3 Residential Water Demand Forecast without Conservation Average Average Year Res. ADD MDD C F PHD PHD/ERU Annual Res. Annual Res. ERUs Demand(gal.) Demand(ac-ft) 2011 199 200 400 2 75 235.86 0.92 14,527,000 44.58 2017 265 200 400 1.8 125 292.45 0.85 19,320,910 59.30 2031 318 200 400 1.8 125 338.95 0.82 23,243,200 71.34 Build out 388 200 400 1.6 225 399.36 0.79 28,324,000 86.93 Table 2.4 Non-Residential Water Demand Forecast without Conservation Commercial Com. Average Annual Average Annual Year Connections ERUs ADD MDD C F PHD PHD/ERU Com. Demand Com. Demand (gal.) (ac-ft) 2011 8 4 200 400 2 75 235.86 0.92 292,000 0.90 2017 10 5 200 400 1.8 125 292.45 0.85 350,400 1.08 2031 12 6 200 400 1.8 125 338.95 0.82 438,000 1.34 Build out 16 8 200 400 1.6 225 399.36 0.79 584,000 1.79 ADD=200 gpd;see Chapter 2,Section 2A C=Table 5-1 WSDM MDD=400 gpd;see Chapter 2,Section 2A F=Table 5-1 WSDM PHD=(MDD/1080)* ((C* N)+F)+18; N= Number of ERUs from WSDM Eq.5-1 Chapter 2:Basic Planning Data and Water Demand Forecasting -7- PUD#1 of Mason County Union Water System Plan-Part 8 Table 2.5 Demand Forecast with Conservation Average Average Total DSLGrand Annual Annual ERUs ERUs Year Res. ERUsCom. Customer ERUs Total ADD MDD C F PHD PHD/ERU Total Total ERUs ERUs ERUs Demand Demand (gal.) (ac-ft) 2011 199 4 203 54 257 200 400 2 75 235.86 0.92 18,732,752 57.49 2017 265 5 269 40 310 200 400 1.8 125 270.89 0.87 22,622,007 69.43 2031 318 6 324 32 357 200 400 1.8 125 302.19 0.85 26,049,320 79.95 Build 388 8 396 40 436 200 400 1.8 125 354.70 0.81 31,798,800 97.59 out Table 2.6 Residential Water Demand Forecast with Conservation Average Average Annual Year Res.ERUs ADD MDD C F PHD PHD/ERU Annual Res. Res. Demand Demand(gal.) (ac-ft) 2011 199 200 400 2 75 235.86 0.92 14,527,000 44.58 2017 265 200 400 1.8 125 270.89 0.87 19,320,910 59.30 2031 318 200 400 1.8 125 302.19 0.85 23,243,200 71.34 Build out 388 200 400 1.8 1 125 1 354.70 0.81 28,324,000 86.93 Table 2.7 Non-Residential Water Demand Forecast with Conservation Commercial Com. Average Average Annual Year Connections ERUs ADD MDD C F PHD PHD/ERU Annual Com. Com. Demand Demand(gal.) (ac-ft) 2011 8 4 200 400 2 75 235.86 0.92 292,000 0.90 2017 10 5 200 400 1.8 125 270.89 0.87 350,400 1.08 2031 12 6 200 400 1.8 125 302.19 0.85 438,000 1.34 Build out 16 8 200 400 1.8 125 354.70 0.81 584,000 1.79 ADD=200 gpd;see Chapter 2,Section 2A C=Table 5-1 WSDM MDD=400 gpd;see Chapter 2,Section 2A F=Table 5-1 WSDM PHD=(MDD/1080) *((C* N)+F)+18; N= Number of ERUs from WSDM Eq.5-1 Chapter 2:Basic Planning Data and Water Demand Forecasting -8- UNION WATER USAGE 2006 Total Customers 198 MONTHLY USAGE PER MONTHLY DAILY WATER PER MIN. WATER LOSS CUSTOMERS CUSTOMER Ave/Day/ERU SOURCE METERS WATER LOSS LOSS WATER LOSS % JANUARY 574,599 GAL 2,622 GIRD 84 GPD 1,489,323 GAL 914,724 GAL. GAL. GAL. 61% FEBRUARY 649,451 GAL 2,952 GPD 105 GPD 1,346,802 GAL 697,351 GAL. 21,132 GAL GAL. 52% MARCH $51,119 GAL 3,869 GPD 125 GPD 1,653,463 GAL 902,344 GAL. 28,655 GAL. GAL. 49% APRIL 664,368 GAL 3,111 GPD 1D4 GPD 1,490,998 GAL 806,631 GAL. 25,207 GAL GAL 54% MAY 727,624 GAL. 3,307 GPD 107 GPD 2,374,228 GAL 646,6D4 GAL. 21,553 GAL. GAL 47% JUNE 1,119,614 GAL 5,089 GPD 270 GPD 1,932,712 GAL. 813,099 GAL. 23,915 GAL. GAL. 42% JULY 1,721,911 GAL. 7,827 GPD 252 GPD 2,585,994 GAL $64,083 GAL 32,003 GAL GAL. 33% AUGUST 1,848,966 GAL. 8,404 GPD 271 GPD 2,371,594 GAL. 522,629 GAL. 17,421 GAL GAL. 22% SEPTEMBER 2,067,502 GAL 9,398 GPD 313 GPD 2,979,027 GAL. 912,515 GAL. 26,809 GAL. GAL. 31% OCTOBER 1,028,545 GAL 4,675 GPD 151 GPD 1,525,940 GAL. 497,395 GAL. 18,422 GAL. GAL. 33% NOVEMBER 79S,378 GAL 3,615 GPD 121 GPD 1,561,200 GAL. 765,822 GAL 24,704 GAL. GAL. 49% DECEMBER 861,524 GAL 3,916 GPD 126 GPD 1,180,300 GAL 318,776 GAL. 8,174 GAL. GAL. 27% TOTAL 12,930,601 GAL 58,775 GPD 1,929 GPD 21,491,572 GAL. 294 8,560,970 287,766 200 ADD 179 329 Total ERU's 117 DSL ERUs Peaking Factor 1.75 ANN.LOSS 8,560,970 GAL. 40% AVG MTH 1,077,SS0 GAL 4,898 GPD 261 GPD 1,790,964 GAL. AVG MTH 1,426,838 GAL. AVG DLY 3S,918 GAL. 163 GPD 59,699 GAL. AVG MIN 25 GAL. 41 GAL. UNION WATER USAGE 2007 Total Customers 198 MONTHLY USAGE PER MONTHLY DAILY WATER PER MIN. WATER LOSS CUSTOMERS CUSTOMER Ave/Day/ERU SOURCE METERS WATER LOSS LOSS WATER LOSS % JANUARY 515,155 GAL. 2,342 GPD 76 GPD 2,348,500 GAL 833,345 GAL. 2NGALJtGA 62% �,ora,m ort�. o-- � are- i.,easewa asti. �h63•L44A1�.- -- 4�f. SEPTEMBER 930,654 GAL. 3,363 GPD 112 GPD 738,100 GAL. •192,554 GAL. •6,418 GAL. . -26% OCTOBER 761,329 GAL. 2,751 GPD 89 GPD 1,180,700 GAL. 419,371 GAL. 13,528 GAL. 36% NOVEMBER 715,208 GAL. 2,584 GPD 86 GPD 1,246,200 GAL. 530,992 GAL. 17,700 GAL43% DECEMBER 711,819 GAL. 2,572 GPD 83 GPD 1,382,300 GAL. 670,481 GAL. 21,628 GAL. . 49% TOTAL 10,771,948 GAL. 39,922 GPD 1,276 GPD 14,68S,700 GAL. 3,913,752 128,047 89 27% ADD 145 GPD 106 277 Total ERU's m DSL ERW Peaking Factor 1.44 ANN.LOSS 3,913,752 GAL. AVG MTH 897,662 GAL 3,244 GPD 206 GPO 1,223,908 GAL. AVG MTH 652,296 GAL 30.8% AVG DLY 29,922 GAL. 108 GPD 40,794 GAL. AVG DLY AVG MIN 21 GAL 28 GAL. 57,328,904 GPD/ERU Annual Ave Da 137 200 Peak Month Ave Day 259 350 Ave.Distribution System Leakage 36% 3,913,752 'T7 C 10 M N N Union Map Legend Vacant Lands Vacant Parcels Union Service Area Tax Parcels-Mason County Approximate Hood Canal - -- _u 1 , Scale 1.8,718 0 350 700 k ' Printed;4/14/11 1:25 PM pex The m p teimvn an npproYmu,e and arc iM..dea.„,1y, prn,wk nn indxm�.,n of.siA(camrc AhLnnn,I erc„rl4ir:w,<nm been nunoeA nw.p be mum Thi,:,„ore„v,e. ,�„hoy!>,,,u,.,,us .1 s.3sth.Sn 200 ocher dnre mey=Oen Px—(-nry.....,wt biley fnrrmerrw,a+arnme./by acmnlse,<r All d—,,,,j—,1yp—m d,V,l5,of\Yr71,XLTh,L;L fti Pmrc<Camy m.k<s rm Job NO.3030) Tacma•WA 96409 urnun•of ut,x+,for. mcolu + Phrn+e. 253)473-4494 FIGURE 2 . 3 M N 6 A u Chapter 3 System Analysis PUD#1 of Mason County Union Water System Plan-Part 8 CHAPTER 3: SYSTEM ANALYSIS Water systems are to establish the performance and design criteria together with the design standards to meet the needs of the water customer. The criteria and standards established must meet or exceed the minimum standards for public water supplies established by DOH through WAC Chapter 246-290. Minimum design standards are described in Chapter 7 of Part A of the Comp Plan as well as the December 2009 Water System Design Manual prepared by DOH. The minimum design standards for PUD No. 1 are expected to be updated in 2011. Water system planning and analysis is used to evaluate a water system's ability to provide the minimum level of services water customers expect. The analysis includes comparing the existing conditions and future conditions. Water system deficiencies can be identified. Improvement recommendations can be identified to improve the water system's compliance with the required standards. 3A. System Design Standards As identified in the Comp Plan the water systems owned and operated by PUD No. 1 are a mix of newer and older water systems. The older systems were more than likely designed using various criteria that existed at that time. Improvements that may be made to the existing system are to meet the minimum requirements of the WSDM, current versions. Table 3.1 provides a general summary of the minimum facilities requirements per the December 2009 WSDM. Table 3.1 Summary of Minimum Facilities Requirements WSDM PAGE AND OR STANDARD DOH WATER SYSTEM DESIGN MANUAL CHAPTER WAC CHAPTER Average Day ADD is determined from metered historic data. Demand(ADD) ■ MDD is determined from peaking factor or historic 5.2 246-290-222 and Maximum Day Demand(MDD) data. Peak Hour PHD calculated from Equation 5-1 using Table 5-1. 5.2 Demand(PHD) ■ Effective Storage volume is sum of Operational Storage (05)+Equalizing Storage(ES)+Stand By(SB)and/or Fire Suppression Storage(FSS). 246-290, Reservoir Storage Components FSS may not be required. Chapter 9 246-290-010 ■ OS will vary,see Section 9.0.2 242-290-420 ■ ES per Equation 9.0.3 ■ SB per Section 9.0.4. Chapter 3:System Analysis -2- PUD#1 of Mason County Union Water System Plan-Port 8 ■ System should provide maximum day demand(MDD) Fire Flow Rates plus the required fire flow at a pressure of at least 20 8.1.4 246-290-230 psi. Minimum System Min.of 30 psi in distribution system during PHD flow conditions. 8.1.5 and Chapter 8 246-290-230 Pressure Min.of 20 psi during fire flow+MDD flow conditions. ■ Size determined by hydraulic analysis. Minimum Pipe Minimum 6"diameter for fire flow conditions. 8.0 and 8.1 246-290-230 Size Minimum 6"diameter unless justified by hydraulic analysis. ■ Recommended 8 fps assuming PHD. Maximum Pipe Higher velocities acceptable under fire flow.Conditions 8.1.6 Velocity for short pipe sections,piping within pump and valve station facility. • Valving per Section 8.5.1. • Valving located to minimize number of customers out Valving of service when water is off for maintenance,repairs, Section 8.5 Considerations replacement or extension. • General rule:distribution mains locate not more than 1000 feet. • Segmented grids and loop configuration. Located within right-of-way or easements. Layout of Mains • Avoid dead ends. Install blow offs is dead ends cannot 8.6 be avoided. ■ Conform to AWWA specifications for dry barrel hydrants,have two 2%"hose connections and one Fire Hydrant pumper port connection. Considerations Provide separate auxiliary valve. 8.5.4 246-290 230 • New standard fire hydrants not allowed on pipelines less than 6". Source From WAC 246-290-222(4) the public water system must provide a reliable and sufficient supply of water equal to or exceeding the maximum day demand (MDD). Storage can be used for peak use periods the water system may experience. DOH requires equalizing storage (ES) if sources are not able to provide peak hour demand (PHD). See Section 6.5.1,Source, of the WSDM. DOH recommends that the source capacity be able to replenish the depleted fire suppression storage (FSS) within a 72 hour period while providing the MDD for the water system. 38. Water Quality Analysis The existing source of supply for the Union Water System is groundwater. The water quality of the wells are within State requirements for primary contaminants. The groundwater rule (GWR) is to establish the disinfection requirements "as necessary" Chapter 3:System Analysis -3- PUD#1 of Mason County Union Water System Plan-Part B for groundwater sources not under the influence of surface water. The USEPA, under the 1986 SDWA was required to establish disinfection requirements for all public water systems. Disinfection requirements were established for surface water and groundwater under the influence of surface water. The anticipated GWR requirements are expected to have the following five regulatory elements: ■ Sanitary surveys. ■ Hydrologic Sensitivity Assessments. ■ Source water monitoring. ■ Corrective action or disinfection for those systems with positive microbial samples or with significant deficiencies. ■ Compliance monitoring to ensure treatment reliability. The potential impacts of the GWR on the groundwater supply would include disinfectant contact (CT) requirements for 4-log virus inactivation. If no significant deficiencies are discovered during the sanitary survey and PUD No. 1 performs source water monitoring, then the requirements for the 4-log virus inactivation may not be required. Upon finalization of the GWR, PUD No. 1 will prepare a compliance plan which will have WSDOH approval. Revisions to the Federal Safe Drinking Water Act have identified new standards for the quality of drinking water. The State of Washington is establishing their adoption of these regulations that will actually define the new requirements for the local utilities. PUD No. 1 is familiar with the requirements and the impacts those regulations will have on their water systems. It is the goal of PUD No. 1 to comply with Federal and State regulations and adopt policies and procedures to assure that the water utility meets or exceeds these regulations. PUD No. 1 is to continue to monitor the requirements as they are being established and assure proper measures are implemented within the utility to comply with these requirements. Copies of past analyses are enclosed. Future treatment is not anticipated at this time. Water quality sampling frequency and coliform monitoring plan is included as part of the operations and maintenance program. 3C. System Description Analysis 3C.1 General The following provides a brief general summary of the water system operation. Water supplied to the Union Water System is from a combination of two wells. Water is Chapter 3:System Analysis -4- PUD#1 of Mason County Union Water System Plan-Part 8 pumped from the wells into the system as well as to the 88,000 gallon reservoir. Booster pumps are then used to move water from the reservoir and distributed to the water customers in the upper zone, while the remaining lower zones are supplied water via gravity fed lines. Further details are as follows. 3C.2 Source Analyzing a water system generally begins with the water source. The drinking water supply for the Union Water System is provided by groundwater obtained from two wells. Well one is constructed of a 10 inch casing approximately 150 feet deep and well two is constructed of a 16 inch casing decreasing to 10 inch casing for a total depth of approximately 298 feet. A Certificate of Water Rights was issued on February 15, 1973. See Figure 4.1 in Chapter 4 for a copy. The maximum flow rate is 200 gpm and the maximum annual volume is 13.6 ac-ft. A second water right was issued on November 3, 1995; see Figure 4.2 in Chapter 4 for a copy. The maximum flow rate is 300 gpm and the maximum annual volume is 176 ac-ft. A pumping test was performed on Union well no. 2 in May 2002, refer to the results from Rongey/Associates Hydrogeology. Water is withdrawn from well one using one submersible pump withdrawing at an approximate rate of 20 gallons/minute. Well two is using one submersible pump withdrawing at an approximate rate of 144 gallons/minute. Float levels within the reservoir control the wells on and off operations. Pump one turns off at 6" below the top of tank and turns on at 12" below top of tank. Pump two turns on at 18" below top of tank. 3C.3 Water Treatment Water treatment has not been necessary and is not provided. Therefore, a capacity analysis is not included. 3C.4 Storage Analysis A water system's storage requirements are divided into five components as follows: ■ Operational Storage (OS) Chapter 3:System Analysis -5- PUD#1 of Mason County Union Water System Plan-Part 8 ■ Equalizing Storage (ES) ■ Stand By Storage (SB) ■ Fire Suppression Storage (FSS) ■ Dead Storage (DS) The method used to assess the storage requirements is contained within the WSDM. For the Union Water System fire flow is required for duration of 30 minutes at a minimum of 500 gallons/minute. Refer to Mason County Code 14.18. Based on the capacity analysis, Union Water System is capable of supplying 1,000 gallons/minute for one hour with nesting the fire flow storage and standby storage. Refer to Table 3.3 through Table 3.6. The Union Water System contains a single 88,000 gallon reservoir which is 25 feet tall. The discharge to the distribution system has two outlets; one via a gravity line to serve zones 2-8 and the second is via two booster pumps which supply water to zone 1. The reservoir is supplied water from the two submersible well pumps, one in each well. Water levels within the reservoir are controlled by non-mercuric float switches. These are positioned as follows: ■ Well one and two pump off elevation =458.5 (6" from top of reservoir) ■ Well one pump on elevation =458.0 ■ Well two pump on elevation = 457.5 The inside top and bottom reservoir elevations are 459 and 434, respectively. All elevations are approximate. Operational Storage(OS) Operational Storage requirements are identified within Section 9.0.2 of the WSDM and WAC 246-290-010. OS is the water volume used to supply the system while the source of supply is in the "off" status during the normal water system operation. For this system that volume of water is between the well two pumps on and both of the well pumps off float elevations within the reservoir. Therefore, the OS volume provided within the top 0.5 feet of the reservoir is calculated as: Volume = area of reservoir (square feet) x depth (feet) 470.6 SF x 1.5' = 705.9 cubic feet= 5,280 gallons (6%of total volume) This OS volume was used in the capacity analyses. Chapter 3:System Analysis -6- PUD##1 of Mason County Union Water System Plan-Part B From page 9-2 of the WSDM it is recommended that the OS volume be approximately 2.5 times the capacity of the largest pump. For this system the OS volume is calculated to be: 2.5 x 144 gpm = 360 gallons This calculated volume is less than the volume provided. Another general rule of thumb is to allow the OS volume to be 5 percent of the total volume. For this system the OS volume is calculated to be: 88,000 x .05 = 4,400 gallons This calculated volume is less than the volume provided. Equalizing Storage(ES) ES volume is provided when the water system's source pumping capability is insufficient to meet the peak demands. If sufficient pumping capacity is available the ES volume could be zero. The sizing guidelines within the WSDM for a "call-on demand" system suggest that Equalizing Storage be calculated as follows: ES=(PHD—Qj x(150 min),equation 9-1, WDSM Where: ES=Equalizing Storage in gallons PHD=Peak Hour Demand in gpm QS=Sum of All Source Production in gpm Stand By Storage(SB) Standby storage is necessary to provide reliability should the sources fail or if unusual flow conditions impose higher than normal demands. SB volume is required per Section 9.0.4 of the WSDM and WAC 246-290-420. It is recommended that the minimum SB volume be not less than 200 gallons/ERU. For water systems with multiple sources the SB volume can be calculated using the formula below. SBTMs = (2 days) (ADD) (N)- tm(QS—QL); equation 9-3 WSDM Where: SBTMs = Total standby storage component for multiple Chapter 3:System Analysis -7- PUD#1 of Mason County Union Water System Plan-Part B source system;in gallons ADD =Average day demand for the system, in gpd/ERU; N = Number of ERUs; Qs =Sum of all installed and continuously available source of supply capacities, except emergency sources in gpm. QL = the largest capacity source available to the system in gpm. tm = Time that remaining sources are pumped on the day when the largest source is not available, in minutes. For this analysis the minimum SB volume was calculated using 200 gallons/ERU. Fire Suppression Storage(FSS) Fire suppression storage is necessary to provide fire flow requirements. FSS volume is required per Section 9.0.5 of the WSDM and WAC 246-290-420. The SB component or the FSS component, whichever volume is smaller, can be excluded from the water system's total storage requirement. For fire suppression storage is calculated by the following: FSS = (FF) t,,,,equation 9-4 WSDM Where: FF= required fire flow rate, gpm tn,= duration of FF rate, minutes Per Section 9.0.5 of the design manual and WAC 246-290-235(4), the SB or FSS component, whichever is smaller, can be eliminated, this is also known as nesting. Total Storage Required The storage requirements are summarized below with additional detail in Table 3.3 through Table 3.6. Based on these analyses, the existing storage is sufficient to meet the projected growth beyond the 6 year projection of 310 ERUs, with additional storage required to achieve the 20 year projection. Stora a(gallons) Fire Require Year ERUs Operational Flow StandbyE ualizin Total Available 2011 257 5,280 60,000 51,400 5,344 70,624 88,000 2017 310 5,280 60,000 62,000 10,644 77,924 88,000 2031 357 5,280 60,000 71,400 15,344 92,024 88,000 2041 436 5,280 60,000 87,200 23,244 115,724 88,000 Chapter 3:System Analysis PUD#1 of Mason County Union Water System Plan-Part B 3C.5 Distribution System/Hydraulic Analysis The operation of the Union Water System involves the many interactions of the water system components, i.e. source, storage and the distribution system. A computer simulation of the water system is an efficient analysis tool to determine the ability of the water system to meet established criteria under various flow/demand scenarios. WAC 246-290 requires hydraulic modeling as a necessary item to be included in a water system's comprehensive plan. An analysis of the water system hydraulics was conducted using a computerized hydraulic model to explore the distribution system's hydraulic capabilities and potential future configurations, if any. The hydraulic model was performed using WaterCAD V8 XM Edition 08.19.165.12 by Bentley System with AutoCAD LDD 2006. The computer model should be used and maintained on an ongoing basis for the best use of the model. The Union Water System Map is located on Figure 3.1. An inventory of the water system's components is provided in Section 1. For the computer simulations each element characteristics were reviewed from existing information with updates if available. Model inputs are as follows. Pipe Data As with most water systems, the Union Water System's existing distribution system has continuously developed over the past several decades. This evolution has created areas of older and newer mains. PVC piping is used for the vast majority of distribution piping system. Data input includes numerical labeling, pipe diameter and lengths. The pipe status can be either open or closed. Pipes within this analysis are "open". Pipe friction losses were calculated using the Hazen-Williams equation. For this analysis a friction factor, C, of 150 was used. No allowance for minor losses, i.e. valves and fittings were included. This was assumed to provide a model that is relatively simple to use on a daily basis. Node Data Nodes provide locations where two or more pipes meet, at end of pipes (dead ends) and where water is withdrawn for the system. Node data includes numeric labeling, elevations and demands. Chapter 3:System Analysis -9- PUD#1 of Mason County Union Water System Plan-Part 8 Elevations were obtained from the previous analysis that included topographic contour information. All elevations are considered approximate. A junction nodal map is provided as Figure 3.2. Demands The analysis is completed using an extended period simulation (EPS) herein. The EPS analysis requires a system diurnal curve that approximates the water usage throughout a typical day. Detailed hourly water usage is not available. Therefore an approximate system diurnal curve was created. The peak daily usage generally occurs between the 8:00 to 9:00 a.m. hours and the 8:00 to 9:00 p.m. hours. The evening hour is considered the peak water usage time. Refer to Figure 3.3 for a copy of the diurnal curve. The distribution system is to be able to deliver PHD while maintaining 30 psi at service connections the existing customer and DSL demand. MDD was used for each connection and a peaking factor of 3.2 was applied to each demand. This allows the model to calculate PHD flow rates through the water system. The peaking factor occurs between the 8:00 p.m. to 9:00 p.m. hour. Fire flow is required for the system and has been modeled in three places throughout the water system. Reservoir Data Reservoir data included numerical labeling, elevation and size. See Storage Analysis, under Section 3C for detailed information. Pump Data Two pumping systems are utilized for the water system. The first are the submersible well pumps and second are the booster pumps. Following is the input data used for analysis. There are two submersible well pumps, one for each well. Well one has a 5 HP submersible pump; operating at approximately 40 gpm at 900 ft TDH. Well two pump has a 20 HP submersible pump; operating at approximately 200 gpm at 900 ft TDH. Pumps on and off operations are controlled by floats located within the reservoir. Refer to Section 3C.4. Chapter 3:System Analysis -10- PUD##1 of Mason County Union Water System Plan-Part 8 There are two booster pumps that are 10 HP each. The operating point is 150 gpm at 101 feet TDH. Pressure Zones There are eight pressure zones within the water system. Pressure zones 2-8 are gravity fed zones controlled by various PRV's located throughout the system; zone 1 is fed from the booster pumps. There is also a section of zone 1 which transmits through zone 2; however, it is not directly tied into zone 2. The pressure zones are shown on the Node Map, Figure 3.2. Data input includes numeric labeling, elevation and downstream pressure setting. PRV#1—between zones 2 and 3 • Alderney and Port Townsend • Elevation = 250 • 40 psi PRV#2—between zones 3 and 4 Kuhn and Port Townsend • Elevation = 225 • 21 psi PRV#3—between zones 3 and 5 • Kuhn and Seattle • Elevation = 200 • 30 psi PRV#4—between zones 5 and 6 • 3rd and Main • Elevation = 120 • 35 psi PRV#5—between zones 5 and 8 • 3rd and Seattle • Elevation = 110 • 11.5 psi PRV#6—between zones 5 and 7 • 4th and McReavy • Elevation = 120 • 26.5 psi Chapter 3:System Analysis -11- PUD#1 of Mason County Union Water System Plan-Part 8 Calibrated Model—Existing Conditions—203 ERUs Pressure readings were taken in July of 2009 by Mason County PUD No. 1 personnel to calibrate the hydraulic model; the tests were taken throughout the Union System to obtain a good understanding of how the system functions. Refer to Figure 3.4a through Figure 3.4e for the system analysis and tank level chart. The model has been calibrated by adjusting the pump elements to more closely match actual values, adjusting pipe friction factors, and adjusting the diurnal curve until the model closely resembled the information obtained from the field tests. The diurnal curve was extended to a 32 hour time period to assure the tanks adequate time to recover. Refer to Figure 3.3 for the diurnal curve used. The summary of the hydraulic analysis is that the system is primarily capable of providing a minimum of 30 psi domestic service modeled during the peak hour of the day. Source data represents the mid-range production of documented flow and existing pressures during operation. A pumping range was then established based on the actual pump curve where possible. The tank is able to recover during maximum day demand, refer to Figure 3.4a. Table 3.2 Hydraulic Analysis Summary Pressures(psi) Location Model Node No. Field Model 41 E.Anstey Point Dr 1-205 36 36.8 51 E. Union Heights PI.North J-18 37 36.8 123 E. Union Heights PI.North J-20 32 17.3 141 Spruce St J-112 46 50.9 4500 E.SR 106 J-97 50 50.3 91 Galliano J-27 76 75.5 321 E 4th J-30 52 55.9 310 E.Warren Dr 1-186 53 53.4 4871 E SR 106 J-94 46 50.4 5091 E.SR 106 J-79 100-116 50.4 5321 E.SR booster on 30 - 106(individual booster pump) J-201 booster off 50 50.4 5561 E.SR 106 - J-76 50 50.4 6 year Growth Projections—270 ERUs Additional ERUs were added to the model for a total of 270 customer ERUs and 40 DSL ERUs for a total of 310 ERUs. The assumptions made in the calibrated model were also used for this model. Chapter 3:System Analysis -12- i PUD#1 of Mason County Union Water System Plan-Part B The hydraulic analysis showed that the system was able to provide adequate supply according to DOH's requirements for the demand. Refer to Figure 3.6a through 3.6e for the applicable charts. Fire Flow Model A fire demand of 500 gpm for 30 minute duration was placed during the peak hour maximum day demand to stress the system. The first fire flow was taken at junction-204, which is in Zone 8 along Highway 106, when this demand is applied the system struggles to maintain adequate pressures throughout. Due to the limited loops in the distribution system, the water has a difficult time meeting this demand. The next fire flow was taken at junction-181, which is in Zone 4 near the intersection of East McReavy Road and East Tacoma Street, when this demand is applied the system is able to handle it and recover within the requirements. Refer to Figure 3.8. The fire flow taken at junction-113, which is in Zone 2 near the intersection of East Point Townsend Street and East Pine Street, when this demand is applied the system is able to handle it and recover within the requirements. Refer to Figure 3.9 20 year Growth Projections/Build-out Additional ERUs were added to the model to determine what deficiencies may be present in the system. The assumptions made in the calibrated model were also used for this model. Based on static capacity, the storage is limited to approximately 413 ERUs, therefore the dynamic hydraulic model also had issues when ERUs beyond 413 were added with the existing amount of storage. Pressure zones 1 and 2 also began to lose pressure as additional ERUs were added beyond 413 ERUs. Therefore, as growth continues within the Union Water System beyond the 6 year planning horizon, both the storage and booster pumps will need to be monitored and verified for capacity and capability to meet the systems needs. 3D. Summary of System Deficiencies Worksheet 6-1 from WSDM provides an overview of the potential limiting factors for the water system. Based upon the analyze performed on the Union Water System the system is able to meet existing and the projected 6 year demands; however the limiting factor is storage as growth proceeds beyond the 6 year project. Refer to the table below for an overview. Chapter 3:System Analysis -13- PUD#1 of Mason County Union Water System Plan-Part 8 Worksheet 6-1 : ERU Determination Average Day Demand (ADD) 200 gpd/ERU Maximum Day Demand (MDD) 400 gpd/ERU Water System Service Connection correlated to ERUs Total# Total MDD for the Connections in Service Classification classification the Classification ERUs Residential Single Family 79,600 199 199 Multifamily - - - Nonresidential Industrial - - - Commercial 1,600 8 4 Governmental - - - Agricultural - - - Recreational - - - Other(specify) - - - DSL 21,600 N/A 54 Other(identify) - - - Total existing ERUs Residential + Nonresidential+ Non-revenue+Other = 257 Physical Capacity as ERUs Calculated Capacity in Water System Component(Facility) ERUs for each component Sources Instantaneous 1,800 Sources Annual 931 Treatment N/A Equalizing Storage *used 1080 rather than 1440 606.4 Standby Storage 413 Distribution 500 Transmission N/A Other(specify) - Water System Physical Capacity ERUs = 413 based on the limiting waters stem component shown above 3E. Proposed Improvements At this time the Union Water System functions adequately to meet both the State's requirements as well as Mason County PUD's requirements within the 6 year planning horizon of this plan. As growth continues within the Union Water System beyond the 6 year planning horizon, both the storage and booster pumps will need to be monitored and verified for capacity and capability to meet the systems needs. Chapter 3:System Analysis -14- TABLE 3.3: SOURCE AND STORAGE CAPACITY: EXISTING WELL CAPACITY UNION WATER SYSTEM ERUs EXISTING/COMMITTED DSL 54 residential 199 commercial 4 257 FUTURE residential 0 commercial 0 0 TOTAL 257 SOURCE CAPACITY (ERUs) 1,224 TOTAL ERUs -257 AVAILABLE ERUs 967 SOURCE CAPACITY WELL NAME GPM Well#1 40 Well#2 300 TOTALI 340 EQUIVALENT ERUsl 1,224 Eq ERU =Total GPM/(MDD/ 1440) STORAGE CAPACITY STANDBYIEQ. FACILITY VOLUME (GAL) Tank 88,000 TOTAL 88,000 &061 OPERATIONAL VOLUME (OS)l 5,280 Operational Vol =6%of Total Volume SOURCE CAPACITY GPD PER ERU 400 ADD 200 PEAK HOUR DEMAND GPM 236 PHD= (MDD/1080)- ((2.0- ERU) + 75) +18 PEAK HOUR DEMAND/ERU GPM 0.92 = PHD/ERU FIRE FLOW RATE GPM 1,000 DURATION (MIN) 60 FIRE FLOW VOLUME GAL 60,000 STANDBY STORAGE 200 GAL/ERU 51,400 SB = (200gal.)(N) EQUALIZING STORAGE 5,344 ES = (PHD - Qs) (150min.): Qs =200 TOTAL REQUIRED VOLUME(GAL) 70,624 Total required vol. = max of(FF or SS) + OS + ES TABLE 3.4: SOURCE AND STORAGE CAPACITY: 6 YEAR CAPACITY UNION WATER SYSTEM ERUs EXISTING/COMMITTED DSL 40 residential 199 commercial 4 243 FUTURE residential 66 commercial 1 67 TOTAL 31 SOURCE CAPACITY(ERUs) 1,224 TOTAL ERUs -310 AVAILABLE ERUs 914 SOURCE CAPACITY WELL NAME GPM Well#1 40 Well#2 300 TOTAL 340 EQUIVALENT ERUsj 1,224 Eq. ERU =Total GPM/(MDD/1440) STORAGE CAPACITY STANDBY/EQ. FACILITY VOLUME (GAL) Tank 88,000 TOTALI 88,000 0.061 OPERATIONAL VOLUME (OS) 5,280 Operational Vol =6%of Total Volume SOURCE CAPACITY GPD PER ERU 400 ADD 200 PEAK HOUR DEMAND GPM 271 PHD= (MDD/1080)-((1.8'ERU) + 125)+18 PEAK HOUR DEMAND/ERU GPM 0.87 =PHD/ERU FIRE FLOW RATE GPM 1,000 DURATION MIN 60 FIRE FLOW VOLUME GAL 60,000 STANDBY STORAGE 200 GAL/ERU 62,000 SB = (200gal.)(N) EQUALIZING STORAGE 10644 ES = (PHD-Qs) (150min.): Qs=200 TOTAL REQUIRED VOLUME(GAL) #924 Total required vol. =max of(FF or SS)+OS+ ES TABLE 3.5: SOURCE AND STORAGE CAPACITY: 20 YEAR CAPACITY UNION WATER SYSTEM ERUs EXISTING/COMMITTED DSL 32 residential 199 commercial 4 235 FUTURE residential 120 commercial 2 122 TOTAL 357 SOURCE CAPACITY (ERUs) 1,224 TOTAL ERUs -357 AVAILABLE ERUs 867 SOURCE CAPACITY WELL NAME GPM Well#1 40 Well#2 300 TOTALI 340 EQUIVALENT ERUsj 1,224 Eq. ERU =Total GPM/(MDD/1440) STORAGE CAPACITY STANDBY/EQ. FACILITY VOLUME (GAL) Tank 88,000 TOTALI 88,000 0.061 OPERATIONAL VOLUME (OS)l 5,280 Operational Vol=6%of Total Volume SOURCE CAPACITY GPD PER ERU 400 ADD 200 PEAK HOUR DEMAND GPM 302 PHD=(MDD/1080)*((1.8*ERU)+ 125)+18 PEAK HOUR DEMAND/ERU GPM 0.85 = PHD/ERU FIRE FLOW RATE GPM 1,000 DURATION MIN 60 FIRE FLOW VOLUME GAL 60,000 STANDBY STORAGE 200 GAUERU 71,400 SB = (200gal.)(N) EQUALIZING STORAGE 15,344 ES = (PHD-Qs) (150min.): Qs=200 TOTAL REQUIRED VOLUME(GAL) 92,024 Total required vol. =max of(FF or SS)+OS+ ES TABLE 3.6: SOURCE AND STORAGE CAPACITY: BUILD OUT UNION WATER SYSTEM ERUs EXISTING/COMMITTED DSL 40 residential 199 commercial 4 243 FUTURE residential 189 commercial 4 193 L 436 SOURCE CAPACITY(ERUs) 1,224 TOTAL ERUs -436 AVAILABLE ERUs 788 SOURCE CAPACITY WELL NAME GPM Well#1 40 Well#2 300 TOTALI 340 EQUIVALENT ERUsj 1,224 Eq. ERU=Total GPM/(MDD/1440) STORAGE CAPACITY STANDBY/EQ. FACILITY VOLUME(GAL) Tank 88,000 TOTALI 88,000 0.061 OPERATIONAL VOLUME OS 5,280 Operational Vol=6%of Total Volume SOURCE CAPACITY GPD PER ERU MD 400 ADD 200 PEAK HOUR DEMAND GPM 355 PHD=(MDD/1080)*((1.8*ERU)+125)+18 PEAK HOUR DEMAND/ERU GPM 0.81 =PHD/ERU FIRE FLOW RATE GPM 1,000 DURATION MIN 60 FIRE FLOW VOLUME GAL 60,000 STANDBY STORAGE 200 GAL/ERU) 87,200 SB=(200gal.)(N) EQUALIZING STORAGE 23,244 ES=(PHD-Qs) (150min.): Qs=200 TOTAL REQUIRED VOLUME(GAL) 115,724 Total required vol.=max of(FF or SS)+OS+ES UNION WATER SYSTEM �H ``Ulu■u■u■u■11■11■II■II■II■11■pg►n■rr♦��. �- +�,�4` JII■II■II■II■11■II■II■II* �{ ' ''•u ? GRAPHIC SCALE 7u■C 1� r� ►rr`rl■n■n■u■rr■u■u■u■u■1�1■11■II■u■II■II■II■II■11■n■11■rroil 500 0 250 500 0 ...♦ � ♦9♦i�u■n■n■p1u►n■u►rr►rr►r'1u E 71D ST. Sk 106 •rr� 1 inch = 500 ft. ■ W • � ♦ ♦•,ec i PR PRV E" i g PRV T4T8 E 4M ST. E NAPRfN OR � ~ �■II■11■11■11■II■11■11■� ■_ PRV ; ell* ■ _: • .` e• E KIAN A1£ PRV PRV ♦�`♦� �_ _ E YAW Sr ESIN S e•au.nc• .........�_ _ ESTH ST. I&mA NSA I♦ � � ill■11■II■r ■ E y7 Ire•.c : j'••*I■II■II■II■II■II■II■II■II■II■II.� � � Dp- PRV E GREAT 9M OR ftc sr _ p •1 ♦aaoe �....r ■ E GAWFT CT. E SPRIJiF 5T pp_I ■ I ............................f TANK ■ 3 ■ �IIr E E PERE IN W *�♦�: i a [ i .....t E a" p2 ♦�` E I.,GY HEIGHTS. �..♦` FIGURE 3.1 .............. �u■u■u.u►�� ................................................ ■ i i BOOSTER ■ STATION ex�n■n■n■n■u■n■n■n■n■u■u■n■n • ...............t .rl< ■ �II■11■II.II■II■11■II■II■11■II■11■II■11■11■11■II■II■II■11■II■II�......... PInginceringo,..............................r ........... E DAIBY R0. a 2601 South 35th, Suite 200 rO� Tacoma, Washington 98409-7479 ;7; (253) 473-4494 FAX: (253) 473-0599 ■ ■ GRAPHIC SCALE 4m aoo {ao mo , ( IN FEET) I inch-400 tL ` ■ LECBV ■ PARCEL LINES ■ ' ■ —►----►—WATER YAMS ■ e 127 127 ■ g r,w , A Corte Vdro(Z1) 68 ' i �,o ■ J-68 35 ' P) r.r a V-5k8 ■ ■ ■ Wl GATE VALVE( ■ ■ P_ I PRV-2 h J J-64 -234 PWMAE b TO 8 ' ■ ' PYP Wdl ■ ■ _ ■ P 2 J-199 i � o J 9 LINDA V15TA t■ IL �t II J-119 WELL#11 AND FRVarATM Ate. ■ ■ � ■ .q r q � q J-163 P-241 r 0 Cote V.I.(ZJ) V-3 k 5 ■ P-172 ■ q J-162 P-240 ® q i-Staoge q r q P"VZOW 370 a q PYP-Bstr 2 q PUP-Bstr 5 J-5trg 1 p J-Bstr J d q m s q P-Strg 2 J-1 r q � aa 2 9 J J-6 q Al arm TAM AND 9009 i arATION 4 9 4 r - - - - - - - - - UNON WATER SYSTEM JLAC M AM WE AW FUVE 32 Apex ginetringr y � ,9i / Taoon6�a�,Y,elal�e{eG-)A (]Sl){TYNea FIIF(13J)aT3-07M Union System Diurnal Curve Maximum day use midnight to midnight Pattem Library Notes Unit Demard i teary Notes Start Time 12oa00AM - Existing Unit Demand R29 gpm Count Unit. Starting MuRipfier: 050p ___.. Unit Demand Repot Population Equivalent — ------------ Pattern Format: $tDpUWSD v Population Equivalent p Capra Heady Daiy Fectrxs i! Mard*Factors' L_� x — — Unit Demand Library Notes TIMID from Start Mutow Unit Dernand 0.27 wn 5� 6 Year Projection Count Unit 1 LOW 0.500 Unit Demand Report Population Equivalent ............................................... ,_ 2 2.000 i 1 000= Population Equivalent. �0 CapRa ......:..__......._....._.._......................... 3 3.000 i 1.500 :...._......_..........................._.I 4 4.000, 1.000 ......_........................_.... 5 5.000 2.200 Unit Dernard Wary Notes 6 �...._.............._.._....._....2.500 Unit Demand 0 25 9Pm . _._.......__.......__.........._2 Maximum Build Count Unit e LOW i 2.eoo ..........................................................._....._........................ Report Population Equivalent 9 2.700 Unit Demand ._....._:_.._....._..__ to 10.000 2.450 to Equivalent 0 capka .._........ . 11 1 Low. 2.300 _.___.... __..............1—,... _-...........,_.._....._........ 12 12.000 2.100 - ................................................_...<..__.....................................- -- - 13 1?`� 2.000 ... ............................ _................. ;,...._......_.............................- Hourly Hydraulic Pattern 14 Mm i 1.900 Max Day ..............................._...e...._......._........._......... . 15 15.000 2A00 3,300 _.........._........_ ..... 3 000 ltb Iti 000; 2 100 „ .__...._.,__.... 2.700 7._........... 17 17 000 2 500 2.400 ............. ....._......._..._.. _ ..._........................... 18 13.000 2.800 L) 2,100 __..__._....._. _ .. 19 1!000 3 000 1.eoo —. __, _ _....__....,.._..... 1.500 j I ...._......._....................... _ 20 Zd 000 3,200 i _ _ —....._ — _ _........................._ .......... 3.000 0.9oo __. _....__.._._.. _..___. ...... _. ... .............. _....._.._....._._.—....... _ m 22 22.000 2.700 ......._......._........ W 23 23.000 1.000 0.000 2,000 4 000 6000 8000 10.000 12.000 14,000 16,000 18 000 20 000 22 000 24,000 ...................................... W 24 24.Ot70 0.500 rt ne(hours) -ne Step f r )w 20 psi range: me Pressure (psi) me - 2 8.0 ►ne - 2 8.0 one - 8 11.5 ►ne - 8 15.8 me - 8 17.1 one - 2 18.8 t�iY Color Coding Legend Junctions Pressure (psi) <= 0.0 ■ <= 20.0 ■ <= 30.0 ® <= 50.0 ■ <= 110.0 ■ > 110.0 Color Coding Legend Pipe, Velocity (ft/s) <= 0.00 <= 7.00 <= 10.00 > 10.00 FIGURE 3.4a Union Hydraulic System Existing ERUs 203 Storage Tank Levels 24.5 24.4 .................... 24.3 24.2 .. 24.1 v 3 u 24.0 V_ 71 U J 23.9 23.8 23.7 ___ _ .. ..... ......... ... .. .. . 23.6 . ........ :............. m W 23.5 4�1 0.000 3.000 6.000 9.000 12.000 15.000 18.000 21.000 24.000 27.000 30.000 07 Time(hours) Union Hydraulic System Existing ERUs 203 Pump Flows 225.00 200.00 175.00 150.00 of 125.00 75.00 50.00 25.00 .......... - 0.00 M 0.000 3.000 6.000 9.000 12.000 15.000 18.000 21,000 24.000 27.000 30.000 CA) Time(hours) :N PMP-Well#2-Base-Flow(Total) —PMP-Well#1 -Base-Flow(Total) — PMP-Bstr 2-Base-Flow(Total) — PMP-Eistr 1 -Base-Flow(Total) Union Hydraulic System Existing ERUs 203 PRV Flows 80.00 ..... .... 72.00 . ..... . ............. 6400 .......... ......................... ............ .................................... ...........- 56,00 .................... ............... . .......... ................. ........ ........ 48.00 ............ ................................... 40.00 32.00 24.00 .............. ............ ............ .................. 16.00 ................................................ ....... . ... . ...... ........ ...................... ................................................. 8 00 .............. ..................... .................. . ............. ODO G) 0.000 3.000 6.000 9.000 12.000 15,000 18.000 21� 24.000 27DW 30J64' Tme(hours) M PRV_59 O-Best _ -Flow -PRV?Service-Base-Fbw -PRY-5&7-Base-Fbw -PRV-2"Service-Base-Flow PRV3 8 5-Base-Flow -PRV2 A 3-Base-Flow - PRV-5&6-Be -Fbw -PRY-1 b A 5-Base-Fbw PRV-3&4-Bose-Flow Q_ Union Hydraulic System Existing ERUs 203 PRV Pressures (from Zone) ........ ..................... .. 70.0 .......................... . ..!...... .... .....:.......... Q 60.0 ..... ........ ......................... ............................ _ ........ N N V 50.0 40-0 30.0 20.0 10.0 C 0.000 3.000 6.000 9.000 12.000 15.000 18.000 21.000 24.000 27.000 30.000 Time(hours) m W PRV-5 R 8-Base-Pressure(From) PRV-2"Service-Base-Pressure(From) PRV-5 8 7-Base-Pressure(From) PRV-2"Service-Base-Pressure(From) PRV-3&5-Base-Pressure(From) PRV-2 8 3-Base-Pressure(From) CD PRV-5 8 6-Base-Pressure(From) PRV-1 b&5-Base-Pressure(From) PRV-3&4-Base-Pressure(From) Union Hydraulic System Existing ERUs 203 PRV Pressures (to Zone) ssa .................o..................................................... .............................................................. Soo 45,0 40.0 350 a u h 30.0 u a 1 250 _.........................._.......__................ ..-..........._................»................._......_........ i..._........._.................. ............._......................... .........._................ ......._................__ ......................... 0 ....._...._..................T.............._...._.......... ...Y................._........_...,...i............_._..._.........._..._......._......................;........,............................ ;.........__...............__...._ ......_....__........._... _.........__...... ............................... 15.0 .._._................................_._.........._.._.r...;......._.._„..........._.._••_....j.........__.............._...._,...j_........._»........_.._.._._.._..............................»........r........_..................... ... ... 10.0 _.._._.._....»..................._.........._.__.._........_........__..._.i._.._._....__..__..__.... i._.._.._...._......._..._....._.i._.............................._.a..........._............. _' ..__......._._...__................._..... .._.......__..«._._ 71 UJ C 0.000 3.000 6.000 9.000 12.000 15.000 18.000 21.000 24 A00 27.000 30.000 Time(hours) m W PRV-5&8-Base-Pressure(To) PRV-2"Service-Base-Pressure(To) PRV-5&7-Base-Pressure(To) PRV-2"Service-Base-Pressure(To) PRV-3&5-Base-Pressure(To) PRV-2&3-Base-Pressure(To) PRY-5&6-Base-Pressure To PRV-1 b&5-Base-Pressure To PRY-3&4-Base-Pressure To Union Hydraulic System @ 8:30pm Time Step 6 Year Projection ERUs 270 I �, ► Junction Pressure Below 20 psi range: Label Zone Pressure (psi) J-200 Zone - 2 7.7 J-3 Zone - 2 7.7 J-66 Zone - 8 11 .5 J-68 Zone - 8 15.8 J-69 Zone - 8 17.1 J-4 Zone - 2 18.5 Ar Color Coding Legend Junction: Pressure (psi) <= 0,0 ■ <= 20.0 ■ <= 30.0 ■ <= 50,0 ■ <= 110.0 ■ > 110,0 'S Color Coding Legend Pipe: Velocity (ft/s) <= 0.00 <= 10,00 > 10.00 FIGURE 3.5 Union Hydraulic System Existing and 6 Year Projection ERUs 270 Storage Tank Levels 24.4 24.3 24.2 _......_............. 24.1 a� 24.0 ............. ..........._........... a� a� 23.9 23.8 23.7 UJ23.6 _ .._. .__....... ......... ..... m W 23.5 07 0.000 3.000 6.000 9.000 12.000 15.000 18.000 21.000 24.000 27.000 30.000 a) Time(hours) Union Hydraulic System Existing and 6 Year Projection ERUs 270 Pump Flows 200.00 175.00 150.00 125.001 Ir J ............ 100.00 75.00 so 00 if 25.00 pW C 0.00 M 0.000 3.000 6.000 9.000 12.000 15.000 18.000 21.000 24.000 27.000 30.000 Time(hors) 07 PW-Well#2-Base-Flow(Total) -PMp-Well#1 -Base Flow ff,,W) —"- PKC-Rs4,;--Base-Flow(Total) -PMP-Bstr 1 -Base-Flow Total Union Hydraulic System Existing and 6 Year Projection ERUs 270 PRV Flows 100.0 90-0 80.0 70.0 ........ ....................._........_.._...............__._.._ ............ 60.0 ......__.___--------------............._._.........__.......:.......... _.....................,.......................................;..._... .................... ... ................ H i i i i t i 50.0 4�� `• . .........................._.._.._.._...............__.._F_.._...................-......_.._........................r.._.._._.y................._-_--------_----- ......._.._.:-.....�.._....... ....._......_.._._......... _........ ....�.M 30.0 i................._..................... :......._.._._.......................i........................._........... ._.._._...._._......................................._........_......_—............. _ ...... T 20.0 I ^ 10.0 U J 0.000 3.000 6 000 9.000 12.000 15.000 18.000 21.000 24.000 27.000 30.000 C Time(hours) m W PRV-5&8-Base-Pressure(From) PRV-7.Service-Base-Pressure(From) - - PRV-5&7-Base-Pressure(From) PRV-2"Service-Base-Pressure(From) PRV-3&5-Base-Pressure(From) PRV-2&3-Base-Pressure(From) PRV-5&6-Base-Pressure From PRV-1 b&5-Base-Pressure From PRV-3&4-Base-Pressure From 0 Union Hydraulic System Existing and 6 Year Projection ERUs 270 PRV Pressures (from Zone) 55.0 50.0 45.0 40.0 y 35.0 _n u h 30.0 — --- u a 25.0 20.0 15.0 10.0 U I 0 000 3.000 6.000 9.000 12 000 15 000 18.000 21 000 24.000 27.000 30.000 C Time(hens) m PRV-5&8-Base-Pressure(To) PRV-2"Service-Base-Pressure(To) PRV-5&7-Base-Pressure(To) W PRV-2"Service-Base-Pressure(To) PRV-3&5-Base-Pressure(To) PRV-2&3-Base-Pressure(To) PRV-5&6-Base-Pressure To PRV-1 b&5-Base-Pressure To PRV-3&4-Base-Pressure To iL Union Hydraulic System Existing and 6 Year Projection ERUs 270 PRV Pressures (to Zone) 55.0 .........................:._..........w...._..__..... ..»._................_..._..._....i.......... _._.._.._...... ...;...._.............._.._....__....:_--...._........__......._......:.._......_..._.._._...._.... F_..__.... ___.._.... ....... _...-_..............__....»......._-_._.........._.._. ............ i 45.0 _.........._......_..........................._........................_.......,,.._...............................„......__..__...__.._..___.........._...._....... ---....................._...... _ .._............................. ................................. .._............................. .............._.................. _...i.... ...i... ......: ...?... ... 40.0 350 �n a 300 a 250 200 15.0 10.0 UI 0 000 3.000 6.000 9.000 12.000 15.000 18.000 21.000 24.000 27.000 30.000 Time(hours) m (� PRV-5&8-Base-Pressure(To) PRV-2"Service-Base-Pressure(To) PRV-5&7-Base-Pressure(To) PRV-2'Service-Base-Pressure(To) PRV-3 8 5-Base-Pressure(To) PRV-2&3-Base-Pressure(To) PRV-5&6-Base-Pressure To ur PRV-1 b&5-Base-Presse To PRV-3&4-Base-Pressure To i ./Fire Flow Union Residen tial Fire - 500 gpm — 1 /2 hr @ ,1-20 ' Existing ERUs 203 .ss -� - _ ------- -- -- ►- — _ i Junction Pressure Below 20 psi range: Label Zone Pressure (psi) • -�--�• -�.�, J-200 Zone - 2 7.8 Zone - 2 7.8 J-3 11.0 J-66 Zone - 8 Zone - 8 15.0 J-68 15.7 -+ J-69 Zone - 8 �..�. J-4 Zone - 2 18.7 icy Color Coding Legend IJunction+ Pressure (psi) <= 0,0 m <= F-010 <= 30,0 <= 50.0 <= 110.0 > 110.0 Color Coding Legend Pipe: Velocity (ft/s) AN 0,00 <= 10.00 - > 10,00 FIGURE 3.7 _ Union Residential Fire 500 gpm 1 /2 hr @ J 181 Existing ERUs 203 Fire Flow 'f°`''r r1 Junction Pressure Below 20 psi range: Label Zone Pressure (psi) J-200 Zone - 2 7.7 * J-3 Zone - 2 7.7 �€ J-66 Zone - 8 11.5 J-68 Zone - 8 15.8 J-69 Zone - 8 17.1 J-4 Zone - 2 18.6 Color Coding Legend Junctions Pressure (psi) <= 0,0 ■ <= 20.0 ■ <= 30.0 <= 50.0 <= 110.0 ■ > 110.0 Ak- Color Coding Legend �'-- Pipe: Velocity (ft/s) <= 0.00 <= 7A0 <= 10.00 > 1&00 FIGURE 3.8 Union Residential Fire - 500 gpm — 1 /2 hr @ J-113 Existing ERUs 203 Junction Pressure Below 20 psi range: Label Zone Pressure (psi) J-200 Zone - 2 7.7 _ . J-3 Zone - 2 7.7 J-66 Zone - 8 11.5 J-68 Zone - 8 15.8 J-69 Zone - 8 17.1 J-4 Zone - 2 18.6 Af ./ Fire Flow 41 Color Coding Legend Junctions Pressure (psi) <= 0.0 ■ <= 20.0 ■ <= 30.0 ■ <= 50.0 ■ <= 110.0 ■ > 110.0 1 Color Coding Legend Pipes Velocity (fVs) 1 <= 0.00 <= 7.00 ® <= 10.00 > 10.00 FIGURE 3.9 OMMM- Chapter 4 Conservation Program, Water Rights Analysis, System Reliability, and Interties PUD#1 of Mason County Union Water System Plan-Part B CHAPTER 4: CONSERVATION PROGRAM, WATER RIGHTS ANALYSIS, SYSTEM RELIABILITY AND INTERTIES 4A. Water Use Efficiency Program Development and Implementation A general purveyor water conservation program is described in the WSP Part A for PUD No.1. The conservation plan includes monitoring water consumption via service and source meters, leak detection, public education, conservation kits, conservation pricing of water rates and landscaping recommendations for residential and non-residential land uses. The conservation plan must comply with the Water Use Efficiency Guidebook published by DOH. All Group A community water systems are required to educate the public about conserving water. PUD No. 1 provides DOH brochures about water conservation, and water consumption is printed on monthly bills to each customer. Source meters are required on all active sources as of 2007 and service meters are required to be installed by 2017. The Union Water Company has source and service meters installed. Based on water use records, distribution system leakage 3-year rolling average is 30.9% percent which exceeds the required ten percent standard set by DOH. 4A.1 Water Use Efficiency Goals Water use efficiency goals were required to be adopted and reported to DOH by July 1, 2010. The goals were adopted by the Board of Commissioners on March 30, 2010 after a public hearing March 2, 2010. 1. Reduce distribution system leakage to 15% in 6 years. 2. Reduce distribution system leakage to 10% in 12 years. 3. Reduce summer peak daily demand by 3% in 6 years. 4. Implement water loss control action plan by March 2011. 5. Implement field activities and additional water loss control methods by November 2010. 4A.2 Evaluation Process for WUE Goals In developing goals for the water systems owned by the District, PUD No. 1 grouped the systems by distribution system loss percentages (unmetered, <10%, 10%-20%, 20%-30% and >30%). Then the peak summer day demand was evaluated for each system. For Union, the peak summer months are typically June or July. The average daily use during the peak month of usage is calculated each year to determine if water use efficiency is working to reduce the peak summer month usage. Usage is reviewed annually to determine if progress towards goals is being made with implemented activities. 4A.3 Water Use Efficiency Measures The District is required to implement four water use efficiency measures for every Group A community water system we own or manage. All sources and services must be Chapter 4:Conservation Program,Water Rights Analysis,System Reliability and Interties -2- PUD#1 of Mason County Union Water System Plan-Part 8 metered; perform meter calibration; implement water loss control action plan; and educate consumers about water use efficiency at least once a year. PUD No. 1 does not perform meter calibration; meters that are suspected of not being accurate or are no longer working, are replaced. All sources and services in the Union Water System are metered. Consumers are educated once a year about water use efficiency in our Consumer Confidence Report. Additional measures implemented by the District are: • Conservation rate structure for residential and non-residential use • Educating consumers about leak detection • Educating residential and non-residential consumers more than once year about water use efficiency through our newsletter articles • Water bills show consumption history for each residential and non-residential customer • Water use policies • Irrigation policies 4A.4 Water Use Efficiency Savings The water not used due to water use efficiency and meeting the approved goals will result in a 6-year reduction of 1,837 gallons consumed daily during the peak summer month and 3.5 million gallons produced for a total savings of 3.5 million gallons. The 12- year water savings is 3,619 less gallons consumed daily during the peak summer month and a reduction of 4.3 million gallons produced for a total savings of 4.3 million gallons in 12 years. Table 4.1 Water Use Efficiency Savings Volume Summer Peak Daily Volume Produced by All Wells Demand o Reduce DSL to 15% in 6 yrs Year Reduce Peak by 3/o in 6 yrs Reduce DSL to 10% in 12 yrs (average gallons per day during peak (gallons) month 2009 61,237 gpd 17,375,100(30.9% DSL) 2015 59,400 gpd 13,846,061 (15% DSL) Total Savings in 1,837 gpd 3,529,039 gal 6 Yrs 2021 57,618 gpd 13,076,836 10% DSL Total Savings in 3,619 gpd 4,298,264 gal 12 Yrs 4A.5 Leakage Reduction Field Activities PUD No. 1 implements a variety of water loss control field activities. These include: verification of all connections are metered, leak detection, replacing broken or leaking pipes, replace broken meters, replace standard irrigation meters with compound Chapter 4:Conservation Program,Water Rights Analysis,System Reliability and Interties -3- PUD#1 of Mason County Union Water System Plan-Part 8 irrigation meters, replace leaking pressure reducing valves, synchronize production and consumption meter reading schedules and control theft of water. A Water Loss Control Action Plan must be implemented for systems with 3-year rolling averages above 10% distribution system leakage. The District must assess data accuracy, assess data collection methods and check for errors. Data accuracy was rectified in 2010: • Broken meters were replaced with Electronic Radio Transmitter(ERT) meters to reduce human error during meter reading. • Flushing volumes were estimated more accurately and properly recorded in 2009 and 2010. 4A.6 Regional Conservation Programs PUD No. 1 has an overall conservation program applied to all of its water systems. The conservation program includes water meter testing, leak detection, providing water conservation kits to consumers and consumer education. Consumer education provides information on leak detection, xeriscaping and water efficiency standards for plumbing fixtures. Educational materials provide tips for consumers to reduce water usage. Consumers can purchase water conservation kits directly from PUD No. 1 at cost for those whose fixtures were installed prior to 1993. The full conservation plan can be found in the Comprehensive Water Plan PartA located at the District office. 4B. Source of Supply Analysis 48.1 Enhanced Conservation Measures Enhanced conservation measures include conservation staging based upon the severity of the water shortage. The enhanced measures below apply to all the District's water systems. The measures can be implemented district-wide or be system specific. Due to the water conditions prevailing within Mason County, the general welfare requires that water resources available to PUD No. 1 be put to the maximum beneficial use to the extent to which they are capable, and that the waste or unreasonable use, or unreasonable methods of use of water be prevented, and the conservation of such water is to be extended with a view to the reasonable and beneficial use thereof in the interests of the people served by PUD No.1. The Manager of PUD No.1, or his/her designate, are hereby authorized and directed to implement the applicable provisions of this program under their determination that such implementation is necessary to protect the public health and welfare and safety. The provisions of this program shall apply to all persons, customers, and property utilizing water service provided by PUD No. 1 wherever situated. No customer of or person who uses water from the District shall knowingly make, cause, use, or permit the use of water received from PUD No. 1 for residential, commercial, industrial, agricultural, governmental, or any other purpose in a manner contrary to any Chapter 4:Conservation Program,Water Rights Analysis,System Reliability and Interties -4- PUD#1 of Mason County Union Water System Plan-Part 8 provision of this program, or in an amount in excess of that use permitted by the conservation stage in effect pursuant to action taken by the Manager, or his/her designate, in accordance with the provisions of this Ordinance. The Manager of PUD No.1, or his/her designate, shall promulgate guidelines which set forth the criteria for determining when a particular conservation stage is to be implemented and terminated. Such guidelines shall be updated when, in the opinion of the Manager, or his/her designate, the conditions of the water system have changed so as to necessitate such update. STAGE I Voluntary Conservation Customers of or persons who use the water service provided by PUD No. 1 are requested to voluntarily limit the amount of water used to the amount that is absolutely necessary for health, business, and outdoor use. STAGE II Voluntary Compliance - Water Alert Upon implementation by the Manager, or his/her designate, the following restrictions shall apply to all customers of or persons who use the water service provided by PUD No. 1: 1. Irrigation utilizing individual sprinklers from hoses, or buried sprinkler systems for the purpose of watering lawns, gardens, landscaped areas, trees shrubs and other plants is prohibited except on designated water use days which shall be as follows: Odd numbered street addresses will water on odd numbered days of the month and even numbered street addresses will water on even numbered days of the month. 2. This restriction shall not apply to commercial nurseries; however, commercial nurseries should restrict water use to that which is absolutely necessary. This restriction shall also not apply to any hand-held garden hose or small hand-held watering container that may be used on any day to water small areas that might need more frequent watering. STAGE III Recommended Compliance-Water Warning Upon implementation by the Manager, or his/her designate and publication of notice, the following restrictions shall apply to all customers of or persons who use the water service provided by PUD No.1. 1. Irrigation utilizing individual sprinklers from hoses, or buried sprinkler systems for the purpose of watering lawns, gardens, landscaped areas, trees shrubs and other plants is prohibited except on designated water use days which shall be as follows: Users of water at odd numbered street addresses will water on either Saturday or Sunday and Wednesday or Thursday when such date is on an odd numbered Chapter 4:Conservation Program,Water Rights Analysis,System Reliability and Interties -5- PUD##1 of Mason County Union Water System Plan-Part B day of the month. Users of water at even numbered street addresses will water on either Saturday or Sunday and Wednesday or Thursday when such a date is on an even numbered day of the month. It being the intent to have four designated outdoor watering days per week and to allow each user of water to irrigate two times each week. 2. On the Saturday/Sunday and Wednesday/Thursday watering days, no watering may be done between the hours of 6:00 P.M. to 9:00 P.M. Hand held garden hoses or small hand held watering containers may be used on any day exempt during the hours of 6:00 P.M. and 9:00 P.M. 3. Washing of private vehicles is prohibited except on the Saturday/Sunday and Wednesday/Thursday odd/even basis. No private vehicles may be washed between the hours of 6:00 P.M. and 9:00 P.M. Commercial car washes are exempt from this restriction. 4. Washing of sidewalks, streets, driveways, parking areas, tennis courts, patios, or other paved areas is absolutely prohibited except by the Department of Public Works, and the Fire Department to alleviate health or fire hazards. S. Swimming pools will be filled only on the Saturday/Sunday and Wednesday/Thursday even/odd basis. No filling between the hours of 6:00 P.M. and 9:00 P.M. 6. The placing of sprinklers that spray a significant amount of water in non- vegetated areas is prohibited. 7. Taking water from a fire hydrant is prohibited unless the person taking the water from the fire hydrant has a permit from PUD No. 1 for an expressed purpose and date that the hydrant may be used, signed by an authorized utility representative. PUD crews and Fire Departments are exempt from this condition in order to properly maintain the water system for public health and safety. The Saturday/Sunday and Wednesday/Thursday restriction does not apply to commercial nurseries. However, commercial nurseries should restrict water use to what is absolutely necessary. STAGE IV Mandatory Compliance - Water Emergency Upon implementation by the Manager, or his/her designate, and publication of notice, the following restriction shall apply to all customers of or persons who use the water service provided by PUD No. 1 of Mason County: 1. Water usage for outside irrigation utilizing individual sprinklers from hoses or buried sprinkler systems for the purpose of watering lawns, gardens, landscaped areas, trees, shrubs and other plants shall be prohibited. 2. The washing of private vehicles is prohibited except at commercial car washes. 3. The use of water from fire hydrants for any reason other than the use by District crews, and the Fire Department to maintain the water system and water quality is prohibited. 4. A Water Emergency temporarily voids any standing fire hydrant use permits until the emergency has passed. S. The washing of sidewalks, streets, driveways, parking areas, tennis courts, patios or other paved areas is absolutely prohibited except by the Public Works Department and the fire Department to alleviate a health or fire hazard. Chapter 4:Conservation Program,Water Rights Analysis,System Reliability and Interties -6- PUD#1 of Mason County Union Water System Plan-Part B 6. The filling of swimming pools is prohibited during the Water Emergency. 4B.2 Water Right Changes Union Water System is not currently planning on changing their water rights, nor is considering changing them in the future; the existing water rights are sufficient for the current planning horizon. 4B.3 Interties Union Water System could be intertied with the Union Ridge Water System and Hood Canal B Water Company. The District's long term plan is to intertie all their water systems within the Union area (Alderbrook, Highland Park, Hood Canal A and B, Union, Union Ridge and Vuecrest) to create one regional water system. 4B.4 Artificial Recharge Artificial recharge is not proposed for the Union Water System at this time. Water used for landscaping and lawns infiltrates and naturally recharges the aquifer as well as the individual drain fields. Should a developer decide to install an artificial recharge system, the District will work with them to comply with DOE and DOH requirements. 4B.5 Use of Reclaimed Water, Reuse and other Non-potable Sources At this time, none of the commercial or agricultural customers are proposing reclaimed or reused water systems. 4B.6 Treatment Water quality has not been an issue for this water system and currently does not require treatment. 4C. Water Right Evaluations The Union Water System has adequate water rights capacity to serve the projected number of connections for its service area for both instantaneous and annual rights. Refer to Table 4.5 and Table 4.6. Chapter 4:Conservation Program,Water Rights Analysis,System Reliability and Interties -7- PUD#1 of Mason County Union Water System Plan-Part B 4C.1 Background— Washington Water Rights Water resources within the State of Washington are managed by the State Department of Ecology (Ecology) for benefit to the public. The State's water right regulations are based on the appropriation doctrine, which establishes a "first in time, first in right" basis of entitlement. Prospective water users must obtain authorization from Ecology before development of a water supply or use of the water. Authorization for use of water is granted in the form of a water right permit, which becomes a final certificate once the water is put to full beneficial use. In 1945, the State adopted the Groundwater Code. This code was enacted to extend the application of the Surface Water code to the appropriation of groundwater for beneficial use. The law provides that no withdrawal of public groundwater shall begin, nor shall any well or works for such withdrawal be constructed, unless an application to appropriate the water has been made and a permit has been granted. A permit is Ecology's authorization to develop a beneficial use of water consistent with the original application. Once all water has been put to beneficial use a water right certificate establishes priority use of water and becomes an appurtenance to the property. 4C.2 Narrative Description There are two water rights associated with the Union Water System. Refer to Table 4.2 for the water rights self assessment for the existing status and Table 4.3 6-year future assessment and Table 4.4 for the 20 year assessment. • Ground water permit G2-20745P (priority date February 15, 1973) authorizes withdrawals from well no. 1 and well no. 2 in the amount of 200 gpm, and 13.6 acre- feet per year. The permit was issued to Mason County PUD No. 1 with a purpose of use as described as Municipal Supply. The place of withdrawal is described as "Well No. 1: 1700 feet west and 150 feet south Well No. 2: 660 feet west and 140 feet south; BOTH from the center of Sec. 32". Place of use is described as "area served by Mason County P.U.D. No. 1 within Sections 31, 32 and W %: of Sec. 33, T. 22 N, R. 3 W.W.M.,, • Ground water permit G2-29315P (priority date November 3, 1995) authorized withdrawals from well 2 of the Union Water System in the amount of 300 gpm, and 176 acre-feet per year. The permit was issued to Public Utility District #1 of Mason County with the purpose of use as described as Municipal supply. The place of withdrawal is described as "140 feet South and 660 feet West of the center of Chapter 4:Conservation Program,Water Rights Analysis,System Reliability and Interties PUD#1 of Mason County Union Water System Plan-Part B Section 32". The place of use is described as "area served by Mason County PUD #1 as described in the water system plan for Union Water System." 4D. Water Supply Reliability Analysis SYSTEM RELIABILITY RECOMMENDATIONS ■ Two or more water sources with total capacity able to replenish fire suppression storage within 72 hours. Source Sources capable of providing MDD with 18 hours of pumping. ■ Sources to provide ADD with largest source out of service ■ Two independent public power sources serving a pump station or either portable or on-site auxiliary power(generator). ■ Multiple pumps installed within facility. ■ Provide capacity to pump PHD with largest pump out of service ■ Provision of a minimum of 30 psi at pump intake under PHD or 30 psi under Booster Pumps fire flow-plus-MDD flow conditions. ■ Provide automatic shut off if and when intake pressure falls below 10 psi ■ Power connections to two independent public power sources or on-site auxiliary power if pumps provide fire flow or are pumping from a ground-level reservoir. ■ If feasible more than one gravity storage tank ■ Ability to isolate each tank while continuing to provide service. ■ Storage to provide 56 capacity of a least two times ADD for all users and/or Distribution Storage FSS available at 20 psi at all service connections. ■ Storage to provide SB volume of 200 gpd/ERU. ■ Provide alarms for storage overflow and when the storage levels drops below the depth where ES volume is depleted. ■ Distribution mains looped,when feasible. ■ Pipe flow velocities less than 8 fps under PHD flow conditions. ■ Pipelines capable 2.5 fps flushing velocities. Distribution System 0 Provide corrosion protection where necessary. ■ For systems providing fire flow,prepare hydraulic analysis to show adequacy of system flows and pressures using real life fire fighting scenarios. Show achievable hydrant flows and minimum 10 psi at hydrant. The groundwater within WRIA 14 is part of the Puget-Willamette Trough aquifer.This watershed is within the South Puget Sound lowland. Union Water System has two groundwater sources. Chapter 4:Conservation Program,Water Rights Analysis,System Reliability and Interties -9- PUD#1 of Mason County Union Water System Plan-Part 8 4D.1 Source Reliability A pumping test was performed in May of 2002 for well number 2 in the Union Water System. Refer to the attached report prepared by R/A Rongey/Associates Hydrogeology dated May 26, 2002 for additional information regarding the reliability of well number 2. Refer to Figure 4.3. 4D.2 Water Right Adequacy Currently the Union Water System has adequate water rights for its existing and projected growth.The system requests expansion of the place of use as identified in the water right certificate. See Figure 1.5 for the requested water right place of use service area as depicted by the future service area. The water rights are adequate to serve the expanded place of use. Refer to Table 4.2, Table 4.3, and Table 4.4 for the Water Rights Self Assessments. 4D.3 Facility Reliability Union Water System currently has an emergency backup generator located at each well site to be used during a power outage. In the event that normal operational procedures cannot be followed, the procedures outlined in Chapter 6D pages 39 — 40 of the Comp Plan shall be followed. 4E. Water Shortage Response Planning Based on the source of supply analysis represented in Table 4.5 and Table 4.6, water shortage should not be an issue. However, the source of supply data is tracked regularly to assure that a shortage does not occur. 4F. Interties Union Water System could be intertied with the Union Ridge Water System and Hood Canal B Water Company. The District's long term plan is to intertie all their water systems within the Union area (Alderbrook, Highland Park, Hood Canal A and B, Union, Union Ridge and Vuecrest) to create one regional water system. Chapter 4:Conservation Program,Water Rights Analysis,System Reliability and Interties -10- X, ,Zo12 j0 ' STATL01'NASUINGTON �• DEPARTMENT Or LCOLOCY _ CERTIFICATE OF WATER RIGHT ReCLI18FR7 565 tiRl/utt I`aLK El••wtl tw weew•tLwe•r1111 thr purl.l•wa•f C1.•pler ItT,f L—•1 w••hfAtt•w f•r 191T,•d•weMn•nh tharH•,•d the rrlq wn1 re trl wt i•w••f the U•pwrtwt•w<• Ec•btp rrourlll Hafer 0•••e4 Ix•ecwwl•w•e trllh the Ih•nt•,•xd thew..•..r r.ryfli"tl{,wxa rf uc Dewpter 263.L.w.•f Wuhlxp•w fv IlES.•wI wwexd.vm• Itartw.ewt•f Ee•I•tr•1 CERIIPIG TE NUYgER ►ER&UT,EU►ttfR G 2-20745 C APPLICATION NUMtER PRIORITY DATE C 2-20 45 P G 2-20745 Fcbrua 15 1913 NAI,EE MASON erlwry P.it.D.N AfKIRE SS 61REE tl Any 5 lC1TYl iSTATEI IZtp COUEI 7711s it 1n 11-'Itjl tltul I/rr a pribr malted s eil,the has uxulr pruvjto the mfiTfuc/1a1+ojthe Ue/xrrtnten!of f•'culr. r ujrr rlxhl Iu//rt rrse of I/rt•prrbllc Ivatcrs nj Ntt State nj tVushbretolt as lrerebr deftrred,and under and tperijifrr!!v suhJrrt Iu tlrr prullttu115 rorrtuinld fi+the Perurit issued by the Department of L•'colosl•,and that said rislrl to Ih1 use firmed by "FlersDep hur brcn perJi tterl ill acrurdafrrc Evith lltc laws of the State of lvashi+tgtuu, urtd is hercGr Cun- J:nued by Nre•Uepartnunl ujF,rtvlury and cmered of record as sbolvrr. soU,GE PURLIC WATER TO BE APPROPRIAT80 iRItUTARY Of—SURiACE WATERSI YAittalMl CUtIC FEET MR S•COND WSiMt1M GA t lLONS pER MINUTE tiAAlldlll/ACRE-FEET reft YEAR DuaNtltr,7YrE Of uSE,►ERtOO Of USE 13.6 Zntinuousl wr,'tRt,uuwt LOCATION OF DIVERSION/1YITHORAIYAL E LOGA 110H Of DIVftL510N/NrIiNORAWAt N 0 et nest and feet south e nd 40 f et south• BOTH from the center of Sec. 32 LOCATED W'tt NtN l5►NLLEST tEOAL SUBDIVISION) N S SECTION TOriNSHIa•N, RANGE,rE.OR W.1 MILI,A. COUNTY 32 22 3 W• 16 RECORDED PLATTED PROPERTY Mason for ntocR or IrtvE NALQ or r UT OR ADDITION, LEGAL DESCRIPTION OF PROPERTY WATER TO BE USED ON Area served by Mason County P.U.D. No. 1 within Sections 31, 32, and W!� of Sec. 33 T. 22 N., R. 3 W.W.H. , Wild" if�..Rt.e hM t ZE CORD L -�� FILfD_ .'REEL 11 FP,A1,1! AUbffa:h1Jl;0.51 COUNTY Pull I:...e0ySEAI '74 JUL 19 Ab( 9 ; 36 REOVESTO . p FIGURE 4 . 1 STATE OF WASHINGTQN- ' DEPARTMT.NT On ECOLOGY PERMIT TO APPROPRIATE PUBLI(t WKPERS OF THE STATII OF WAS14INGTON i SurfaceW;ter (Ivv�YMwwIw.N➢MI.Wbr.rflye111,�..fWvh:ryry.nMlfl7,u� - rMra�il••4.,wl Vw nlcwJ.M.1uw./A.�n+..+..�.rn..br.l I ® Ormtnd Water (ta➢.al.•a..Nax...111MP.wrIW atCMefv717,t«.afw>rh1-➢1w r.INl,ua ' . •rnM••ww1 iM...s W Jw Nu w.1.y\ww.f Yw •v'Mww.r➢..Np.) ' 1f1111TY MTR ♦IIu .n MAin 1a D, C aTl%CAT➢..... Novctnbcr 3J995 _ _ 42-29J 1 t3:-29315 i MAMe PINICUtlllry(yDlatrlct#1 of MasonCoun -A Du I.T'ibc7y N2t'J71Hw lOL Shelton Washington 98584-9763 TTM appflcmN u�urnwr(u(he Rrport of hrnmindine v l I!at n MLjx (p nypllcm(1,arotlAy drnnlul n y.n,d(la npproprlma I ➢fo!ow/nt A L'c wIJ7f t/tM SrwrJ eJ lYnJhfn(rron,.rryxt re er/afGy 1ryMrr sv!(u rt+➢/!nl/�IIOwr onAye.'triowr n(Aw>,:n ' (Z1 PUBLIC NVA'rERS TO BE APPROPRIATED SOUACR Union Water Systcrn WA 2 TRf TAAYn1(Ir SUKU C Aj 4 y ' A1wcUftic I T.➢➢ACy;ONA7 µAYiY A lX+l tf 41H1."L i fAXl�1VM ACAr,.IR 300 ; 176 .xr( r rc o uteri loD rlss 1,76 Acre-feet per year Munisipalsupply Year-round,a:needed 1 . OCATlO OF DIv£RSIO I llRA� AL 140 F<et Soulh and 660 foot W yt o�CAhe cooler of Section 32. i .� DWfTI11Hl HALL LOCAL JaJIV NE%,SW'/, 32 22 3W I lA Mfrs I RECORDSD PLArrm PROPewry —T~- 1 01 0 8 AMa 0//A M Ar j LEGAL DESCRIPTION Or PROPERTY ON wmetr wA'1•ER LS TO DE USED i Area served by Mason County PUD#1 as described in the water system plan for Union Water System• � I I p - -71GURE 4 .2 _ I)MCRIPT105 67TANO,ED WOR A 10"X298'Wull with 6",4",&2"distribution lilies, y l T s pl?VELOPMCNT SCHEDULE t a loos Crar raw oar. Nrlgra P0.01aCt vTti s on w.rs".vrro hurl era p'i 1 w Started Completed' November 1'2023 i . PROVISIONS �i••- T An approved measuring device ahall be installed and maintained for oach of the sources Identtfled by this water right in accordance yvith the rule"Requirements for Measuring and Reporting Water Use",Chapter 173-173 WAC. Water use data"hall be recorded sruutnlly and maintained by the property owner for it minimum of ilve years,and shall be promptly� submitted to Bea logy upon request , Ilia following Infornretlon shall be included with each submittal of watts we data: owner,contact name if different,mailing addresti, eta}tiauapbAcenstnrher W]2i4,Perr»ir/cerrllScatelClaim No.,source name,annual quantity used including units,maximum rare of I div.t.l m including units,monthly meter readings including units,peak monthly flow including units,Department of Health WFI wafter system numher and source number(s),purpose of use,Sash screen gratin and period of use. In Cho ruturo,Ecology may require additional ptlrnmetera to he reportrxl or moee frequent reporting. Ecology.prefers web bnsed'dsta entry,but does accept hard copies. Ecology 4ill provide forms and electronic data entry information. Chapter 173.173 WAC descrihes the requirements for data Accurney,device installation And operation,and information reporting: It;alsp allows a water user to petition Ecology for modifications to Some of the requirements. Installation,operation and maintenance requirements are enclosed as a document entitled"Water Measurement Device Installation and Operation Requirarnents", Department of Ecology personnel,upon presentation ofpropercredentials,shall have access at reasonable times,to the rocords of water use that are kept to meet the above conditions,and to Inspect at ressoruble tli—any measuring device used to meet the above conditions. Istallation cold maintenance of an access port no described in Chapter 173_160 is required, An air line And gnuge may be Installed ih} ddition to the access port. "Chloride concentration and specific conduQdvily.shall be measured twice each year during April and August in watet"amplesifrom ECW2 and the selected shorcUc monitoring well. The arinlyses shall be analyzed by an accredited laboratory. The ehioride' concentrations shall be reported to Deparmxnt of Ecology, Water Resources Frograrn, Southwest Region, or successor a Sane!Iy, by January 31"of the following year,lf,overtime, it can be Ahnwn that chloride end specifae conductance correlate reasonably well(,linear regression correlation R3 at least 0.90),then only specific cont ictancc need be measured As an Indicator of chloride concentration and total salt content If pumping of the well authorized by this permit or certificate causes chloride concentrrations.ro exceed 100 milligrams per liter, immediate action shall be required to prevent concentrations frorrl increasing(ouch as reducing the instantaneous withdrawal rate(gprn)of the well). Ifcorrective measures fail to prevent chloride concentration.,from exceeding said level in the fuhue,perminee or cenitmato holder shall rehnquislt the option to perfect additional allocated quantitiesregturilens o f the stsae of development" I�I • (conhinued on Edge 3) i • i - 1 , I Thu permit sbrtll.be subject to cancelltttlun.should the yermittee fail to comply will,the ahnve develop nenr tehedulo andlor o give notice to the Department of Ecology on formi provided by that Department dacumenrtrgvuch eutnplianci. (liven under my hand and this ernl of this O.Med at Olympia, Wathingtoa, . 1 . this_—__9_ th drq,ol�gcember Jo03. .. Departrtrertt of Ecology LNUINUL11UNG DATA oK----k A P b -)11Y,-*-/�Gta,;,'' Thomas Loranger;Section lvlt tar/ l PE RA I 2 No.02-29315 LE PAL DESCMPTION AND/OR PROVISIONS Co Pravkia a l^nntiraied' "Mason PUD d1 shall submit an engintor's or hydrofeologist'a re pttmpate,avatar level,and port to krcology<vory three yaaa that presarets and characturtz�s the water quality knformaiton.The analysis shall assess wattr-lavel trends and possible snitwater intntdon," luuenoe of that wafer right is subject to the implementation of the mhtirnum regtdrementti established In the Conservation Plnnn(it e and It Remtireinents_CmirtellnPmllrements Ant tublic,Nat'r a R S�Isten a t ] Q9rc later 11se_ Ttanerhn�pemnnd Forecasting l Methodolatw,atxl Conjervatign Proganis,luly 1994,and as revised. � Under RCW 90.01.005 and 90,54,020(6),conservation and improyad water use efficiency nxlst bo emphasized,*n the ntxaagement o`the State's water re;ourcea,and must be coesldered u a potential new source oftvater.Aeeordhrgly,ai parr of the terms of this water right,the applicant shall prepare and Implement a wateieonservatioa plan approved by Department of Health:The standards for such a plin may be obtalhed from either the Dapartment of Health or the Department of Ecology. "If+E zr groundwater withdrawal has a detrimental effect on exisiing * -C rights,-it shaft be the respotuibllity of the operstnr'to injtiaate for this impact antVor alter or cease withdrawal of water.,; i The pemlitted ix advised that rtolice of Proofof Atiaronriatlon of water(under wllkh the final certificate.of water right is Issued)should notba filed until the permanent distribution system has been oonstrrtcted YA that quantity of water ailocated by the permlf to the extent water is required,has been put tQ'fGll.berafecial rue, i • I ill , • i 1 i Pnr�ctilt.Cy Uee` t'� aI State'of Washington Fec Paid Application for a Water Right Date Plc,';c follow the attached instructions to avoid unnecessary delays, Section 1. APPLICANT - PERSON, ORGANIZATION, OR WATER SYSTEM Name Mason County PUD Al _Humu'I'cl;�-) h MailindA(Idrt-ss N. 21971 Ilwy. IU1 l�W0eKTcl M0)54.4 - 4223 _ City Shelton State WA_Zip+4_ 98584 + I-AXa 'S(.0)l}JL-r)?74 Section 2. CONTACT' - PERSON TO CALL,ABOL'T•'T'I-IE APPLICATION r ❑ sulne as Above Natue Debbie KnipsciieldHume N.A. Mailing Address N. 21971 Hwy. 101 Work Tel: L )5$44 8_0U - 4223 l .4 City Shelton Stan! WA 'Lip+4 985234 i FAX- 3( (i0)877 -9274 i Rctatiunship to applicant Bartle i Scc.tiun 3. S—r/MMEN'T' OF INTENT l t glplic:utt reyuras a 1scrout to use cur;m th ore an 340 (Cil gal(uus par minute or Cuhic fuel per sceund)rrunl:1 O stlrracc water source or D ground water source(Check unly title) for the { purlxtsc{s)of domestic icv water suttply t Attach a "Icgat" riplion of thu lilace or ti%Ce See inx1riletinits.) NDI :.A tux parcel uuulbcl,ut-a pla;nund)cr-i.e r!ut srr,6ieirnt, <timalc a maximum anneal quantity to In:used In:iCre-fCiX per year: 300 ! O ChLuk it Chu water use is prupused titr a short-Furth project, 1ndiC:uc t11c periud tit'belie 111,11 the water will be. needed: Rrotn`!i!_ to Section 4. WATER SOURCE If SURFACE WA'1'LR If GROUNDWATCR i Nante the Nv:llei-.Sour"atul indicate if sireaal, spring, A pernlit is desircd for 2 Spring,- ��s we i H Like, etc. lr unn.nitt_tl,write wmamcal ' o "lumalned mfe:1111 " -tL. i Nl:nlhl7 111 d1Y3R1t11LC: SuurCc quws laht(n;ttnc of Iwd ti( water' : Y ) Srcc Sc dL3ttb of well{s): Well Al - 166 ft. p�.. {10" casing) . wc1i d2 - .Z98 ft. 1. (10" casing). LOCATION Enterre- the tiori ollie antl C151-west dlstinlcos Itl fur( IrUm 111c point of diversion or withdrlwal to the 1 tumreststctionci�nrlr: Well D1 965 Pt. C. S 2,290 ft. fr, ; Well p2 1,810 ft. I,. A 3 S 2,300 ft. N. - Sty Corner Section 32 22N R3W Fr L-Mi n of source it ptutnl,ror.Mlcte S<of V,..f S.:c:r"t TiwnuA{r. Rangc(E/W) v7 Ct,,,taY bcWw: L't OLwk Sul"livltion lc.tL UI Stia 3 �2 �32caruot S Mtson 1.9-23 ell 92 RU A ition l-It 7 • Fw Eenlotry Usn Doc Rec c:.wlt • Prigtity DMe• SEPA;Exou�t/Not taotnpl FERC Liemtse X �_Dept.Of Nualth X D➢to Accoi,toJ At.Cwnptet° 9Y Outs RatameJ g1 WRIA! ecroaat•ta APPLICATION Its. 1:ly4 F Appl. No.: i Section S. GENERAL WATER SYSTEM INFORMATION A. Natnc(If Nystcm, ifnanted; Union Slater System I [t, nrietiy describe ytnir prulwsed water systen). S( instructiurtt.) Exist resid .ng Union !later Sysccm is served by cao wells Providing residential domestic service and a fev commercial aProvidi g systprim ily lines extend and 21 pipe, throughout the platted boundaries and consist. of 6", y^ i f i C. Do you already have;my water rights trr claims a%suciated with this property ur system? ® YES ❑ NO PROVIDCDOC[IMENTATION. (Sce Attached) i Section 6. 1)0MESTIC / PUBLIC WATER SUPPLY SYSTEM INFORMATION (C'nutplete(l for all tlontesticlimblic srrjJply rises.) A. Nundtcr or'ctmnection%*retptested: 600 Type orconnectiun m x relen it. Are you within the area or an aPpnrvel water NYsicm? ante , tmciT2ccreafi t If'yes, exl;lain why you arc un;thlc to comx:ct to the system. Ntxr.:ltr�gdonal water.tyrtrrns aril lrlen Ifrrr❑!by F y�xrr Cnurxyllrulthl�r/><rrrnrrrx. This system is the Only system approved �y tlSUOtI t scrvinp the area. Cotllplcic C. and D. only if the proposed water system will have lirtl.-cn or more coilnectiotls. C. Do you have a current water system pl;tn approvtrl by the t Wa.%hingloo Slate DePnrtlneat of Health? i 1;ytN, when was it appntvt:d? ❑ YES 10 NO t I I ca%e;utach the current approved version of your plan. i Currently in progress, not previously required. D. Du you have an approved conwrvadi In P1 kit? Ir ycc, when!vas It approval? ❑ YES n NO i 11t::t1e aaach the current approved version oryuur plan. Section 7. IRRICA'I'ION/AGRICULI'URALfl ARM INFORMATION (C'orl,plete for all irrigation and agriculture uses.) A. Total number of acre,•% to tit irrigated: B. List total ttumtxr of acre%for others S Petalled agrictdtural uses: # Use Acres Use Acres 1 Ilse Acres i I C, Tota1 numbcrof acres to be covercd by thin application: l ll. I"an:ily Fatrtn Act(Ini(iative Measure Nuni1wr 59, November J, 1977) Add kilt tht acrcage itt wlticil you have a controlling interest, including only: $Acreage irrigawd under water rights acyuirt.•d'lies Dc-cembt:r 8, 1977• { $ Acreage proposal to ho irrigated under Ili. II )Iic:titm; Acreage ltrupu%txt to bL irrigated under other P-e:diug applieation(x). t . IN tale eunillinetl t%creage greater than 2000 acres? Z. tAt you!rave a controlling interest in a F3.1114 Farm Development Pcxmit? ❑ YES ❑ NO Ir ym, citter I)ermil no: YES ❑ NO j �- Farm use%: t >, Stockwater-Total a(if animals Anima!type (If dairy cattle,sec Wow Dairy-p Milking Non_tnilking t s i - f i APPLICATION i Section 8. WATER STORAGE .ill you he using a dant,dike, or other suudure to retain or store water? q YES a NO Ground level reservoirs) N07r:if yrnr will Le srururg 10«crc feel ur enure of tower tut for if the tvnrer d,7,rh will he 10feet ur more of the deerrert 1n,itu• mru!some pmrrlun rj rhr.umragr will br«bmvr grrulr,you mrar ulsm mlryrly fw•isrtserirrir permir.,you run get a reservoir prrrnit upplinefion from the Drtrurtturnt rrf lirulgKy_ l { Section 9. DRIVING DIRECTIONS ' 1 hnovide detailed driving instructions to the prujet:t site. !!! From SR 106 at Union, (lead south on McReavy Rd. to Alderney Street. Turn i right (vest) on Alderney Street, Well #2 is near intersection of Tacoma St. S Alderney Street. Well #1 is near intersection of fort Townsend and Alderney Street. , Sectian 10. REQUIRED MAP j I I A• Attach a trap of tree ptn,jtzt. (Stm instructions.) i t r Section 11. PROPERTY OWNERSIiIP A. Does the:lppGcYnt own the land on which the water will be used? o YES e NO ; Ir no ,explain the applicant's interest ill the piac+s of use and provide(lie nanie(s)and address(CS) of 111e I QlY[ltY(Y): Hater purveyor r S B. Does the applicant own the land on which the water source Ls located" 1a YES o NO If nn, suhli:it ft copy of ngreetiwru: + l j I Urtify that the illfonlultioll above Li true and accurate to the hest of my knowledge. I understand lllat in { urder In process illy application, I grant Starr from the Departlntmit of Lcology access to tht:s11e fur irLspectloll and nluilitoriiig purpose-. Vverl tbutigh 1 may ll ive bcul assisted 1n the prepanitiou or tits above aplou"tim, iq ; flit•entpluyres ur die,oLpartnienl or lieoloi_y, all responsibility fur floc aeat"ey of*the,inrorrn:tli-i ray Ivitls i Applicant(or authurizcd reprexe:niativc) Date Landowiler fix place of use(if s:une as applicant,write%anle') Date 1 APPLICATION f STATE OF WASHINGTON DEPARTMENT OF ECOLOGY REPORT OFEXAMINATION TO APPROPRIATE PUBLIC WATERS OF THE STATE OF WASHINGTON ❑ Surface Water(I."m.amrJbe kkdwyonrwfCV.%117,L—o a Wahft Fix1917,md —d—,Lt.".'0'4 oo,—nR__n(IM Ognnnma u(Ecubi7l ® Ground.Water(I—ed)n xcomtm,with IAe perm-dCRapto 763.U. of Wasidng—(u 1945,01 unudiinenb ILu te," and rdr D'IF.—1 of EwbdJ PRIORITY DATE APPUCATIONNUMBER Pf;RMI'f NUMBER CERTIFICATE NUMBER November 3 1995 G2-29315 NAMR Public Utility District#1 of Mason County ADDRESS(STREET) (CITY) (STATE) (ZIP CODE) N 21971 Hwy 101 Shelton Washington 98584-9763 PUBLIC WATERS TO BE APPROPRIATED SOURCE Union Water System Well 2 TRIBUTARYOF(IFSURFAfL WATERS) MAXIMUM CUBIC FEET PER SECOND MAXIMUM GALLONS PER MINIfrE MAXIMUM ACRE FEET PER YEAR 300 QUANT176 761Acre-feet per yearSE Municipal supply Year-round,as needed LOCATION OF DIVERSION/WITHDRAWAL APPROXIMATE LOCATION OF DI VE RSION-W1TNDRA WAL 140 feet South and 660 feet West of the center of Section 32. LOCATEDWITIUN(SMALLLSTLEGALSUSDIVISION) SCCTION TOWNSHIP N. RANGE.(E.OR W)W.M. WITA. COUNTY NEj,SWyg 32 22 3W 14 1 Mason RECORDED PLATTED PROPERTY LOT BLO(JK OF(GIVE NAME OF FLAT ORADO(TION) LEGAL DESCRIPTION OF PROPERTY ON WHICH WATER IS TO BE USED Area served by Mason County PUD#1 as described in the water system plan for Union Water System. iWashington Stott Department of iHealth Table 4.2 Division of Enrironmenmf Hmith WATER SYSTEM PLAN of)in of Dn?&,.g WA«. WATER RIGHTS SELF ASSESSMENT-EXISTING STATUS EXISTING EXISTING CURRENT WATER PRIORITY 'ANY PORTION RIGHT STATUS PERMIT NAME ON DATE SOURCE SUPPLEMENTAL? WATER RIGHTS CONSUMPTION CERTIFICATE NAME/ (Excess/Deficiency) DOCUMENT (List oldest NUMBER (If yes,explain in Maximum Maximum Maximum Maximum Maximum Maximum OR CLAIM# first) footnote) Instantaneous Annual Instantaneous Annual Instantaneous Annual Flow Rate i Volume a Blow Rate i Volume a Flow Rate Volume a Permits/ MASON Certificates COUNTY 2/15/73 SO. 1 NO 200 32.5 40 32.5 160 0 1.G 2-20745 P.U.D.NO.1 P.U.D.NO.1 2.G 2-29315 OF MASON 11/3/95 SO.2 NO 300 176 200 26 100 150 COUNTY 3. 4. Claims 1. 2. 3. TOTAL ************** ********* ********* **************** 500 208.5 240 58.5 260 150 EXISTING LIMITS ON EXISTING CURRENT INTERTIE INTERTIE USE CONSUMPTION SUPPLY STATUS INTERTIE NAME/ NAME OF PURVEYOR THROUGH INTERTIE (Excess/Deficiency) IDENTIFIER PROVIDING WATER Maximum Maximum Maximum Maximum Maximum Maximum Instantaneous Annual Instantaneous Annual Instantaneous Annual Flow Rate i Volume a Flow Rate i Volume a Flow Rate i Volume a 1. 2. 3. 4. TOTAL ******************************************** PENDING WATER RIGHT NAME ON DATE ANY PORTION PENDING WATER RIGHTS APPLICATION(New/Change) APPLICATION SUBMITTED SUPPLEMENTAL?(If yes, Maximum Instantaneous Flow Maximum Annual Volume (Qa) explain in footnote) Rate(Qi)Requested Requested 1. 2. 3. 4. The Department of Health is an equal opportunity agency. For persons with disabilities, this document is available on request in other formats. To submit a request, please call 1-800-525-0127 (TTY 1-800-833-6388). For additional copies of this form, call 1-800-521-0323. This and other forms are available at http://www.doh.wa.gov/ehp/dw DOH Form #331-371 (09/07) To return form, please see reverse side. Please return completed form to the Office of Drinking Water regional office checked below. ❑ NWRO Drinking Water ❑ SWRO Drinking Water ❑ ERO Drinking Water Department of Health Department of Health Department of Health 20435 72nd Ave. S, Ste 200 PO Box 47823 1500 W. Fourth Ave, Suite 305 Kent, WA 98032-2358 Olympia, WA 98504-7823 Spokane, WA 99201 Fax: (253) 395-6750 Fax: (360) 664-8058 Fax: (509)456-3115 iOWashington State Department of Health Table 4.3 Diaision ofE"nnnentul Health WATER SYSTEM PLAN Office of Drinking Wale WATER RIGHTS SELF ASSESSMENT—6 YEAR FORECAST EXISTING FORECASTED WATER FORECASTED WATER PRIORITY ANY PORTION WATER RIGHTS USE FROM SOURCES RIGHT STATUS PERMIT NAME ON DATE SOURCE SUPPLEMENTAL? 6- ear Demand (Excess/Deficiency) CERTIFICATE DOCUMENT (List oldest NAME/ f es explain in ( y ) OR CLAIM# NUMBER (If P Maximum Maximum Maximum Maximum Maximum Maximum first) footnote) Instantaneous Annual Instantaneous Annual Instantaneous Annual Flow Rate Volume a Flow Rate k Volume a Flow Rate i Volume a Permits/ MASON Certificates COUNTY 2/15/73 SO.1 NO 200 32.5 40 32.5 160 0 1.G 2-20745 P.U.D.NO. 1 P.U.D.NO.1 2.G 2-29315 OF MASON 11/3/95 SO.2 NO 300 176 200 37 100 139 COUNTY 3. 4. Claims 1. 2 3. 4. TOTAL ************** ********* ********* ***********+**** 500 208.5 240 69.5 260 139 FORECASTED FORECASTED EXISTING LIMITS ON CONSUMPTION INTERTIE SUPPLY INTERTIE NAME/ NAME OF PURVEYOR INTERTIE USE THROUGH INTERTIE STATUS IDENTIFIER PROVIDING WATER cess/Deficien Maximum Maximum Maximum Maximum Maximum Maximum Instantaneous Annual Instantaneous Annual Instantaneous Annual Flow Rate Volume a flow Rate i Volume a Flow Rate Volume a 1. 2. 3. TOTAL ******************************************** PENDING WATER RIGHT NAME ON DATE ANY PORTION PENDING WATER RIGHTS APPLICATION(New/Change) APPLICATION SUBMITTED SUPPLEMENTAL?(If yes, Maximum Instantaneous Flow Maximum Annual Volume e lain in footnote Rate(Qi)Requested (Qa)Requested 1. 2. 3. 4. The Department of Health is an equal opportunity agency. For persons with disabilities,this document is available on request in other formats. To submit a request, please call 1-800-525-0127(TTY 1-800-833-6388). For additional copies of this form, call 1-800-521-0323. This and other forms are available at http://www.doh.wa.gov/ehp/dw DOH Form #331-372 (09/07) To return form, please see reverse side. Please return completed form to the Office of Drinking Water regional office checked below. ❑ NWRO Drinking Water ❑ SWRO Drinking Water ❑ ERO Drinking Water Department of Health Department of Health Department of Health 2043572 d Ave. S, Ste 200 PO Box 47823 1500 W. Fourth Ave, Suite 305 Kent, WA 98032-2358 Olympia, WA 98504-7823 Spokane, WA 99201 Fax: (253) 395-6750 Fax: (360) 664-8058 Fax: (509) 456-3115 iWashington State Department°l OHealth Table 4.4 arisian of Enrironmental Health WATER SYSTEM PLAN OftegfD—,"g WaW WATER RIGHTS SELF ASSESSMENT—20 YEAR FORECAST EXISTING FORECASTED WATER FORECASTED WATER PERMIT PRIORITY SOURCE ANY PORTION USE FROM SOURCES RIGHT STATUS WATER RIGHTS NAME ON DATE SUPPLEMENTAL? (20-year Demand) (Excess/Deficiency) CERTIFICATE DOCUMENT (List oldest NAME/ l OR CLAIM# NUMBER (If yes,explain in Maximum Maximum Maximum Maximum Maximum Maximum first) footnote) Instantaneous Annual Instantaneous Annual Instantaneous Annual Flow Rate Volume a Flow Rate t Volume a Flow Rate i Volume a Permits/ MASON Certificates COUNTY 2/15/73 SO. 1 NO 200 32.5 40 32.5 160 0 1.G 2-20745 P.U.D.NO. 1 P.U.D.NO.1 2.G 2-29315 OF MASON 11/3/95 SO.2 NO 300 176 200 48 100 128 COUNTY Permits/ Certificates 1. 2. 3. Claims 1. 2. 3. TOTAL ************** ********* ********* **************** 500 208.5 240 80.5 260 1 128 FORECASTED FORECASTED EXISTING LIMITS ON CONSUMPTION INTERTIE SUPPLY INTERTIE NAME/ NAME OF PURVEYOR INTERTIE USE THROUGH INTERTIE STATUS IDENTIFIER PROVIDING WATER xcess/Deficien Maximum Maximum Maximum Maximum Maximum Maximum Instantaneous Annual Instantaneous Annual Instantaneous Annual Flow Rate Volume a Flow Rate i Volume a Flow Rate Volume a 1. 2. TOTAL * ****************************************** PENDING WATER RIGHT NAME ON DATE ANY PORTION PENDING WATER RIGHTS APPLICATION(New/Change) APPLICATION SUBMITTED SUPPLEMENTAL?(If yes, Maximum Instantaneous How Maximum Annual Volume explain in footnote) Rate(Qi)Requested (Qa)Requested 1. 2. The Department of Health is an equal opportunity agency. For persons with disabilities, this document is available on request in other formats. To submit a request, please call 1-800-525-0127(TTY 1-800-833-0388). For additional copies of this form, call 1-800-521-0323. This and other forms are available at http://www.doh.wa.gov/ehr)/dw DOH Form #331-373 (09/07) To return form, please see reverse side. I Please return completed form to the Office of Drinking Water regional office checked below. ❑ NWRO Drinking Water ❑ SWRO Drinking Water ❑ ERO Drinking Water Department of Health Department of Health Department of Health 2043572 d Ave. S, Ste 200 PO Box 47823 1500 W. Fourth Ave, Suite 305 Kent, WA 98032-2358 Olympia, WA 98504-7823 Spokane, WA 99201 Fax: (253) 395-6750 Fax: (360) 664-8058 Fax: (509) 456-3115 TABLE 4.5: SOURCE ANALYSIS: WATER RIGHTS Qi UNION ERUs EXISTING/COMMITTED DSL 40 residential 199 commercial 4 243 PROPOSED residential 189 commercial 4 193 TOTAL 436 SOURCE CAPACITY (ERUs) 1,800 TOTAL ERUs -436 AVAILABLE ERUs 1,364 Water Rights Qi (GPM) G2-20745 200 G2-29315 300 TOTAL 500 EQUIVALENT ERUs 1,800 Eq. ERU=Total GPM/(MDD/1440) MDD 400 TABLE 4.6: SOURCE ANALYSIS: WATER RIGHTS Qa UNION ERUs EXISTING/COMMITTED DSL 40 residential 199 commercial 4 243 PROPOSED residential 189 commercial 4 193 TOTAL 436 SOURCE CAPACITY (ERUs) 931 TOTAL ERUs -436 AVAILABLE ERUs 495 Water Rights Qa (ac-ft) G2-20745 32.5 G2-29315 176 TOTALI 208.5 EQUIVALENT ERUsj 930.6 Eq. ERU=Total GPD/ADD MDD 1 400 i j _ R/A RONGEY/ASSOCIATES I I HYDROGEOLOGY i PROJECT MEMORAND AIM i 4 i PROJECT: Union Water System DATE: May 26,2002 TO: Dick Wilson, Manager, Public Utility District No. 1,Mason County i FROM: Dick Rongey,Hydrogeologist i E SUBJECT: Pumping Test, May 2002, Union Well No.2 I i i Test Parameters and Procedures This memorandum summarizes the results of the May 22-24 test of the Union No. 2 production well. The well was test pumped at an average rate of 280 gpm for a period of 51 hours. The test incorporated four observation wells,two of which produced from the Union No. 2's aquifer and two from an overlying perched aquifer system, see location map, Figure 1. The Union No. 2 f well's producing interval, herein termed the "sea level' aquifer, is strongly tidally influenced. As a f consequence hydrologic interpretations factor in large tidal fluctuations. The PUD's adjacent Hood Canal water system's well No. 2 which performed as the observation well in the `sea level" aquifer had to be returned to service to supply the system midway through the test The Buechel ,.<•:;;; observation well, tapping the "sea level" aquifer adjacent to tidewater, was so strongly tidally influenced that it became flowing artesian during the early part of the test. This welt is useful s primarily as an indicator of salinity changes as a result of the Union No. 2 well withdrawal. The two wells producing from the perched aquifer system, Union well No. 1 and the Walter well, did not i reflect a measurable drawdown through the test period, and as a result hydrographs are not j provided-, see field sheets, Figures 19 &20. Water level relationships between the shallow perched and"sea level"aquifer system are illustrated by subsurface Section A-A': Figure 3, pg. 8, j Water level observations in all wells were obtained via electrical wire line sounders. Discharge from the pumping well was monitored by an inline flow meter, Available well construction I data is summarized by Table 1 together with drillers records and state well reports, Figures 10-13, pg. f The relationship of the tested well with proximal surface water bodies and streams is 1 described under headir ig of yeoiog i i Test Results ' Pumping water level observations in the tested well, lfnion No. 2, are illustrated by the attached hydrographs, Figures 4, 5 and 6, pgs. 9-11. At the average pumping rate of 280 gpm the maximum drawdown at the end of the 51-hour test adjusted to tidal variables was approximately 40 feet. The average decline rate, independent of tidal fluctuations, normalized through the tidal minimums during the final 12 hours of the test was approximately .04 ft/hr, Figure 4. This is 1 considered a conservative estimate considering the greater tidal decline near the end of the test. t The maximum observed tidal influence in this well's water level during the test period is estimated at about 2 feet. The maximum tidal range in }food canal through the test period, Figure 4, was about 13 feet. _ The semi-log plot, Figure 5, illustrates the projected drawdown of the tested well, pumping continuously through a six-month period. This decline rate is based on the projection of pumping ` levels through the tidal minimums- The projected influence of the Union No. 2's long term i 1 FIGURE 4.3 t I( continuous pumping an the 2000-foot distant Hood Canal No. 2 well's static water level is approximately 6 feet, Figure 7, pg. 12. Conversely, the Hood Canal well No_ 2's pumping will. I proportionately to its pumping rate and average period of use, influence Union's well No. 2. I Reportedly the Hood Canal weirs intermittent, 2 hr. an 4 hr.off, pumping at a 190 gpm rate through } the last half of the test period is near a normal frequency of use through the summer period. This withdrawal, averaged on a daily basis, equates to 63 gpm and would reduce the static water level i well in Union well No. 2 by about 0.3 feet This slight well interference is incorporated in the Union well's decline rate as projected on the hydrograph. Figure 5, pg, 10. Note that all projections at the i ` 200 gpm,280 gpm,and 300 gpm pumping rates assume continuous 24 hrJday pumping through the summer dry season with no precipitation recharge. The slope of the projections will decrease proportionately to the actual dry season average withdrawal. i j. Note that the long-term yield of the Union No.2 well is limited primarily by the position of the tower casing perforations, which are expected to marts the top of the aquifer. The upper i perforations, 259' — 265'; are assumed to be closed by tuberculation. This is based on the well i history extending to the initial test when the well was completed in 1971 which indicates a specific 1 capacity of 13.6 gpm/ft. drawdown at a 300 gpm pumping rate, approximately double the current specific capacity. Tuberculation of the upper perforations is suspected both because of the higher j original static and the as-built record of the pump installation. A higher original static would be typical of the vertical gradient through the aquifer stack. The plugging off of a higher aquifer would have the effect of reducing the average static. The plugging mechanism is indicated by the `as built'which places the upper pump directly in the perforated interval 259—265 feet. A pump in this position creates a point of extreme pressure reduction resulting in the gasification of dissolved oxygen. This activates the oxidation of iron and manganese both at the point of water entry to the iron casing and in the adjacent formation. I The recovery record in Union well No.2, Figure 6,pg. 11 is influenced by a rising tide which I accelerates the apparent rate. No attempt is made to calculate aquifer parameters from these data. Similarly, the Buechel well, an observation well in the"sea level'aquifer, Figure 8, pg. 18 is tidally i influenced and inadequate for quantitative aquifer analysis, Hood Canal well No.2,the most distant i observation well in the "sea level" aquifer, was returned to service on an emergency basis and consequently no recovery data was obtainable. The distance/drawdown plot based on the Hood Canal well No. 2 drawdown record, Figure 7, pg. 12 suggests the potential for aquifer interference far more distant than the probable aquifer i extent The potential for interference with Big Bend Creek is discussed under the sections of Geology and Hydrology. f t Aquifer parameters using a Jacob Analysis with parameters derived from the Hood Canal j well No. 2 observations, Figure 7 are as follows: Hydraulic conductivity, 2,472 gpd/ftzlday; . 4 Transmissivity, 56,861 gpd/ft;Storage factor, 8.3 X 10�. ; H dro eo Y 9 lo9Y Geolo Y As shown by attached Section A-A', Figure 3, pg. 8. the Union No. 2 and the Hood 1 Canal No. 2 welts are both producing from a highly confined, slightly below sea level, intralensing sand and fine gravel aquifer of probable regional extent. Based on the mapping of Molenaar and Noble, State Water Supply, Bulletin No. 29, this aquifer is probably correlative with i the Salmon Springs formation of western Thurston County. The overlying confining clay unit,which is intermittently exposed along Highway 106 is assumed equivalent to the Kitsap clay as mapped + throughout the south Sound region. The overlying Skokomish gravels and Vashon glacial outwash i support irregular perched ground water reservoirs that supply the two observation wells Union No. 1 ' (32M1)and Wafters(32171). Big Bend Creek has as its primary sources springs in the Vashon advance outwash, and at the Kitsap clay -Vashon glacial outwash interface. For this study the principal springs contributing to the creek were measured with the collected flow checked at a site just above 2 i i tidewater, Figure 1, pg. 6. As shown, the creek has two principal spring sources equally contributing to a south and north fork. The south fork has its primary source in a small spring area between the t 120 and 140-foot elevations at Site A just south of Dalby Road. Flow in the north forte accumulates from seepage from Vashon outwash along a mile length of till capped terrace generally above the 200-foot elevation. The combined flow of the two forks measured at Site "F" several hundred feet upstream from tidewater is about 20 percent less than the measured individual branch contribution. 1 This discrepancy is discussed in detail under LiydroloM. As shown by Section A-A' the creek's principal spring sources are at elevations of 120 + feet and 220 + feet, well above the "sea level" aquifer. Hydraulic continuity with this aquifer would only be possible where the creek channel i approached the top of the aquifer in a short lower reach immediate to tidewater. It is noted that two i late summer 1951 flow measurements of this creek at Highway 106 found 1.37 cfs on 813151 and i 1.14 cfs on 9/17151:. State Water Supply Bulletin No. 23, 1964. + H rolo The test data is herein evaluated with regard to the Union No. 2 well instantaneous yield capability, the influence of the cone of depression and its potential to influence the flow of Big Bend : Creek. The Hood Canal No. 2 well is mutually.interfering in a ratio to its annual withdrawal. Essentially this has significance only in areas immediate to tidewater. The maximum long-term yield of the Union No. 2 well is dependent on the available drawdown during years of extreme deficit recharge projected to wells adjacent to tidewater. Static water level records for deficit recharge season years are not available for the Union Well or j from other local wells tapping the"sea level"aquifer. For this purpose data from Rongey/Associates recent 2-year northeastern Thurston County study of the "sea level" aquifer with protocol as mandated by the State Department of Ecology is used. This study addressed the potential of sea water intrusion in the Hawks Prairie area and incorporated monthly static water level monitoring of a number of wells at various distances from tidewater. As shown by Figure 9a seasonal water level fluctuations in these wells, all producing from the `sea level" aquifer, increase from minimums of about 31 feet near tidewater to 11 +feet 3 miles distant from tidewater. These observations are for t the period, August 1995 to April 1990, with a near record 64.5" recharge season as recorded at the Wauna Station This followed a 3-year net deficit recharge period of 14 percent. This is assumed to result in a water level change comparable to what might be expected following an extreme deficit ` recharge season. Current"sea level"aquifer water levels in the Union area follow a roughly comparable 1 near record, recharge season and are assumed to be near maximum elevations, bith these assumptions combined with pumping interference records derived from water level observations in the Hood Canal No. 2 observation well, the impact of the Union No. 2 well's withdrawal at various ! pumping rates and radial distances can be projected for extreme deficit recharge years, Figure 7a, ; pg. 12a. At the nearest tidewater kacation, ' 1600 feet, distant, a continuous 6 month, 300 gpm 1 withdrawal from the Union well would result in a water level decline about 7.2 feet. inspection of the Buechel well hydrograph, Figure 10, suggests a current mean static water level about 3-feet below the wellhead elevation of 14.85 feet. This equates to a mean static water elevation of about 11.6 feet above mean sea level. Reducing this an additional 72 feet as a result of Union No. 2's long term 3 pumping interference would reduce the static to the 4.6-foot elevation. Theoreticalty, on the basis of the Ghyben—Herzberg principal, during normal recharge years i this is adequate to maintain the fresh/salt water interface well below the base and seaward extension of the`sea level'aquifer. During extreme deficit years, however,wher static water levels elevations adjacent to tidewater could decline an additional 4 feet,the reduced static at this same pumping rate would result in a below `sea level"static with resulting seawater intrusion_ Reducing the Union No. 2 withdrawal via intermittent pumping at the 300-gpm rate to an average 200 gpm would result in a water level elevation at tidewater during normal years of about 5.5 feet, Figure 7a, pg. 12a. A 3- ! foot additional seasonal water level decline under these conditions would enable the maintenance of an above sea level static of 2.5 feet, precluding a significant breakdown in the fresh water barrier. 3 { . I Concerning the impact of the Union No. 2 pumping withdrawal on Big Ben Creek; in regard to the spring sources of recharge to the creek, are all remote and hydraulically isolated from the "sea level" aquifer by confining days; see Section A-A', Figure 3, pg. 8 and the location map, Figure 1,pg. 6 for the location and elevation of contrbuting springs. An interchange of water between the creek and "sea level" aquifer could occur at locations near tidewater where the creek grade approaches the top of the aquifer. At creek measuring point"1="the bottom of the creek is at an elevation of 14.48 feet, about 2.5 feet above the probable mean piezometric water level in the aquifer as found in the Buechel well located within 100 feet of tidewater, In effect the creek remains perched to its Intersection with tidewater. This may explain the discrepancy in the summation of flow measurements along the creek's forks_ The ' measured contribution of the north fork below all apparent spring areas is 1.7 cfs. The total contribution from the south fork is measured at 1.16 cfs with an additional .' cfs below the I confluence of the forks. The theoretical contribution then is 2.96 cfs compared with a measured 2.3 cfs at site "F', Figure 1. This discrepancy could result from one or all of the following as: errors in i measurement, evapotranspiration across the intervening phreatophyte covered lowland, and/or seepage losses, creek to aquifer. Conversely, a ground water interchange "sea level` aquifer to creek appears unlikely under current conditions. With creek to aquifer gradients currently at 100 i percent. Water level fluctuations in the "sea lever aquifer as a result of seasonal or annual water level variables and pumping withdrawals will have no significant influence on creek flow. t i Water Qual• As per the State Department of Ecology's letter of protocol, March 22, 2002, water quality sampling and testing was directed primarily to concerns related to seawater intrusion with analyses restricted to chlorides and conductivity. Essentially all samples in the tested well and observation wells remained stable with chlorides in the 1 —2 mgfL range and the conductivity generally less than 131 mg/L in all wells. It is noted that the Buechel well 50 feet from the high tide line was sampled after test completion by extended pumping sufficient to evacuate all j pre test water from the wen casing. Conclusions and Recommendations ' It is apparent from the foregoing that the tested well,itself Is capable of more than the regional aquifer capability. Most limiting in terms of water system design is the influence of the pumping withdrawal from the combined Union and Hood Canal wells on the downgradient ground I water reservoir immediate to tidewater. This is particularly a problem following a year of extreme deficit recharge as occurred through the 2000—2001 recharge season. Based on a"best fit`history J in a series of wells producing from a comparable'sea level" Salmon Springs aquifer in northwestern ; Thurston County, a 3-foot water level decline at tidewater can be expected following such a deficit recharge year. This, using projections based on the flood Canal No. 2 observation well data, indicate that pumping continuously at the desired rate of 300 gpm would with the Hood Canal No. 2 weirs pniduction reduce the water level to sea level and result in saline water intrusion. Reducing J the daily average withdrawal to two thirds of the time could ena`uie maintenance of a 2.5 foot static i water level elevation at tidewater during maximum deficit years. This, with a cushion of a foot or 7 more, would guarantee a sustained fresh water yield in existing domestic wells producing from the ea level' aquifer at locations near tidewater. From these calculations a combined 160 acre-feet d season and a 40 acre-feet recharge season withdrawal totaling 200 acre-feet could be safely/ ((f�Maintained. 1 Adequate seasonal recharge is generally confirmed by a Darcy calculation using the above i parameters for transmiss"combined with a conservative 1,000 foot capture radius and observed gradients Union No. 2 to Buechel well. From these data the annual ground-water flow is on the order of 350 acre-feet This equates to about an acre-foot per day of which 100 acre-feet would move through the aquifer during the dry season. In effect the annual recharge is more than double the proposed withdrawal and the dry season withdrawal is cent less than the aquifers concurrent discharge. i i is rd J. 4 f i •..-J .... .- .,.. ... . .� ....... .....•TABLE OF CONTENTS.. . . ....... ... . . .... . .. Text i Page Test Parameters and Procedures 1 I Test Results 3 Hydrogeology 2 Geology 2 I j lydrology 3 Water auality 4 Conclusions And Recommendations 4 Table of Contents S Tables 1 • r' Table 1, Well Summary 5 s + Figures Figure 1, Topographic Well Location Map 6 I• Figure 2, Town of union Plat Map with well locations T Figure 3, Section A-A' i Figure 4, Linear hyd:ograph for Union well No.2 with local tidal range Figure 5, Semi-log hydrograph,Union well No.2 10 Figure 6, Recovery hydrogrraph,Union well No.2 11 Figure 7, Semi-log time/drawdcwn plot—Hood canal well No.2 12 Figure 7a Semi-log distance/drawdown plot—Hood Canal well No.2 12a Figure 8, Linear hydrograph,Buechel observation well 13 ; Figure 9, Cumulative recharge season precipitation—Fauna Station 14 j Figure 9a Maximum water level fluctuations vs distance from tidewater 14a 1 i Figure; 10, State Well Report—Hood Canal well No.2 15 Figure 11, State Well Report—Union well No.2 16 Figure 12, Driller's report to client—Union well No.1 17 s Figure 13, Driller's report to client—Manke 18 Figure 14a-d. Field sheets,Union well No.2 19a-19d Figure 15a-c Field sheets,Hood Canal well No.2 20a-20e i Figure 16a-c Field sheets,Buechel well 21a-21c ? Figure 17a-b Field sheets, Walter well 22a-22b + Figure 18a-b Field sheets,Union well No. 1 23 Figure 19, Chloride Union#l,#2&Walters 24 f t Figure 20, Chlorides Hood Canal#2 25 1 Figure 21, NO,/N Union ff2 26 i Figure 22, Bacterial onion#2 27 Figure 23, Chlorides,Buechel(Classic Garage) 28 i Table 1—Well Summary, s Water Well No. Name Elev. Depth Level Use Remarks t 22/3W-31A1 Buechel 14.85 198 0-7' Domestic Probably caved to 67' i intermittent flawing artesiar 32171 'Natter 216.97 105.4 57' Domestic { 321`2 Morris — 130 - 1 32F3 fierce 215.99 200 32K1 Hood Canal#2 167.12 222 150, Commemial L.,screen 211'-221' i 32L1 Union#2 227.26 298 211, L., perf. 259, 279'- 296' i 321-2 Manke 248.25 275 240' Abandoned L. sanded to 175 32M1 Union#1 257.41 166 65, Commercial L., perf. 84 -96, 108'- 150' i Key- L, Drillers IN available; 31A2=USGS Numbering System, Perf.,Milis Knife Perforations- 5 - ..-._. .__ .:,......._.. . . ....,..... ...._..._ -....._..... . .. .,.. Figure .I.. . .� ...... ., . , II 4 l Buechel(slat. - - 0. -.,• -�-•-aft_ - ■ � q N q � ■ GAP � — I l :., k ■■i ■ r • a � ` i Union#2(32Li) r �Union€!1 (32M1) Hoax Canal 1)c ' wr Manke(32t2) S ( f ALBY I• I "! . 7 a /. ,y os ( oats ' D•E,o.1 cts ) PUMPING TEST ANALYSIS y LEGEND UNION WELL NO,2 � RongeyrAssociates - Tested well i y o ® Observed wel is t e ♦ Surrace water measuring locations c Extensive spring areas ' [A `�-- ,p Perennial creek and ponded areas �l Line of Section i Scale 1"= 1000' Page 1 Figure 1 r— I Iv-11, DL jr ¢�� c -71 Pg. 7 - r A Tly . °�"--°` UN10N WATER SYSTEM WELL LOCIVON MAP-- AP _ __ _ .,±........+.s ..,.«ai..,Md r.x - ,N WELL #2 PUMP TEST �- / . e r4aft 3 Projected elev, of principal ^ o N Spring area contributinq to r c - North Fork esg Band Creek N 4 u w l3l�e�oitts 200 c /P.� ;'N primarl ly thin pe hed ° grayel aquifers In� erg redominantly clay \ Projected top of pre Vashon Clay. OV Y _ - ec�aei, ectton \ _ Dalby Road area - t / t50 W ��� /��•, _ Elev. princlpat spring ` �p r `�� contrTbuting to south fork 'n Rig Rend Creek W 100 U robabiy equivalent toKitsap Clay, highly50 _ _ confining "` - '~ ��� \= 50 Ix Sea level — — — ` Sea level 0 z Saimon sprtn s fn��cl' ° ncderately to highly* •�• pnrmeabl T�grave, °F� r2s 50 500 t000 Sand SCALE r pay rxv M sal waf.a to v4 [>nwr'a l°p wl P•�/ Pro 541mon Springa(TQu) PUMPING TEST ANALYSIS Waa avea�s---> Mayremmae cant[ ft UN101t WFl L N0, 2 F'erF�atlrm—> : Sarr1M-cxy dmh *NkdWi Ah re&m(nantly clay Ctmented gravels w/ u,yr. —oao r.. Fom+atim bonduha rare'equl fors. RJR -•-� - Pro(actadpfe:nm&afewale[.Voic Section A-A' ; blue.&hallow perd*d aquifer, i is�' •• �•�rod•"a tavbL a*W.8aNmn Spinp 6vm3e°n(OC) Rongey/Asseelates Flyure 3 MCIP12CRJU Union Well No.2, Pumping Test of 5/22/2002 9yge 211� , 247 9p. `WP.7.4 249 00 250 d ' �►� 290 Wn 1 15 r251 ---- —_ �_-. ---.._.__..._----..__..___�--- _ ...._____. _._ _—_ _.__-.-----�_-. .__._..___.—..._._ ' - A . 10 A' OftHne►ete High/low tidal changes @ Union ' 254 A • + +- i- --t—t-� +. F.t + F —i...��_.}..i-M i-4--F H-f-f-+_}.�_}...1-.� .�.-..� i...i -f--1...F—f—i....l F••t-�-}-}...�..-.}_.. -5 trNy +p�pp� N W C► V �O ►-� r+ ► (np�1'1 �ppp't npWp' WNp N NNp N W l0 01 tAJI S O , O O O rn N N N N N N N O Ln O O O O A 3 Elasped Time-minutes A J UNION2LG.XLC Union Well No.2, Pumping Test of 5/22/2002 static 211' static 1 semi-log projection of drswdown through tidal minimums 225 - 230 -- - - -- - - 235 - -- - - - - - - - - 8 Tim®/draW,do"w/Union p,2 a 245 -- - -- -- mpin9®200 9Am IN 0 avg.200 gpM,extra . 250 _ ma deftcft y" -- - - - - _ Time/drayo w/U 255 - -- - - - - - - !on�Y7,,-.,-T-Mlg _ ante 28p BArn °�- 260 -- - -- /draOft H/Un - ton k2 urn !n • 265 - - - --- --- -- - - - - 300 gpm a�xtrem 40i ftdt years 270 _..- — -- - - -- top o t o 79' T-11 275 280 - —_ 1 10 100 1000 10000 100000 260,000 Elasped Time-minutes (70 days) 6 mo. c A O N i F ' _T , 0 F ' V N I i 1 S Ln t i w I j i CL ti Z , I 1 r i I 1 r 1 i { O i p to .-• LO N LO m tt 1 N Residual Drawdown -feet UNHCaC.XLC _ = Hood Canal Well No. 2, (observation) Static 150' Logarithmic Projections of Drawdown with Union No.2 Pumping 150 10� - - _ 00' 01• �S a 1.3 152 - i 4g=1.7 —�_ 7+me/d 154 _ s a !.g O/d.,�„tyownp� o�w/Union#2 p�►mp�ln`g��� 280 Oft gpM 7'lrpa/dam 156 R°mPl� 300 Opal ~ 3 { 158 160 100 11000 10000 100,000 260,000 Elaspod Time•minutes (70 days) (6 mo.) m LQ c Page 1 I UNHC4C.XLC Hood Canal Well No.'2, (observation) Static 150' Logarithmic Distance/Drawdown Projections With Union No.2 Pumping a. 150 152 - � nw�dz pumPtn9 � �- t6�o wiu 1 154 Hood Canal H2 156 — Tldeymter Intersectlon A�e� m 158 --- i i80 100 1,000 10000 100,000 Distance-feet va c V d UNBUEGRC.XLC Buechel Well (observation) al ev. 14.85' 0 — - - 40 1 -- - - 35 Ar 30 2 - i -- - - - ^ 25 3 20 ro 4 - - - - 15 10 5 Q m i 7 -- - - - — - -- - - -- — --- 0 :° W A Q1 V V -I 00 ► r- r-+ r» M+ r- ►-� ►-+ N Q 6t 6� r M M O M N M A M O M N V W O N A W W 0 0 V W lD tD + ' 00 N A Ot A r DD ►-' O M W *l Elapsed Time • minutes ro CO UNPRECC.XLC Cumulative Recharge Season Precipitation Wauna Station 70 -- -- - — — - ---- — ._... ---------- -stet.max f 60 --__ maximum of record 995-96 n �^ �4"1.02 e 50 —1970-71 < i •stat.mean e► . b ao — ----- _ — 30 --- '' r 0 1993—94 0 a 0 20 rr --_* 1976•77 rninlmum of record 10 Oct. Nov. Dec. Jan. Feb. Mar, Apr. Recharge Season Monthly Intervals L'. C -y ..r fD Figure 10 • : ! A } T L L R t f O A T tttri ra rq No. a+07 :130 Ch;�:e rail E,D• a ACOeOT � STATY G/ l SAT:r.+:u xaCar RLq:C ierei_ ta. ..ia asss...........a:aiat rra............r,ass....._................�.................. . .. •�:•Z 4• [:ant TtCi<aa Cc,%WTY ttfp fl A.tarlraas K. s3a73 ffrY 303 'RKLLT GH, *a ![Ste• i .'atsa•...........aria...............atria........-. .aJa i` i :.•`A.-Z=a hC La, .G'.:r.Cf . ...................................... ......... ............._.._.........sr-t>ai sa Ji......... Ci I3:SOIt •.......... � . :`:9: :0.Ec- RC_), 3 - Rw ;l tit[ :•'{ se: 12 . Its u., A 1�t =4 i S N LLL %r ;_tarmac eddreaai t:pMoGE ROAD. V[3SOti j .rt..u..._..._.Ja va..........a.......••......J......_...•...w..Jusu.....................................r reeve.......... I 13 Zi cjiza ��L: D0.`tISr2C KELL L,)9 _... ......... ..t......................... 1.._ ............................ ............_..... lii :irY•.F x rK:J., ...G-tr't \.nber c! rt:. ` .. i Lorss:ion, beamlke ty cola:, e..arae:ar, aict C! ra.er:r_ ::t rcrt tLar. c;,a' t ar u ,i ztrccvro. and jhow th/ckntas of a.lvf!Rrr an.i rF• tefrh HSR WELL }it:hcS., RGTwtY 1 sad ra:era e•: cLt etatar/A: in eaoh atraC::T. ea3at:aCt1, ric ��.•�.JJ of iJ....... ire JJf..........J.a11a.......�a,araa........1 ♦: Ltaa: 0611 as ... each artcsr cf well a �........_ .. ...... . Lanett.... t:a:.ha a Gz�2lt: 232 .s. ap:` C: ct�p:etad eta 211.1 ft. ��MrT,',•..._..•_....__.........................i ........., i•rr< i 7............t■Jr•..•...«....................s a,.«r... ri..aeau� DAO>!jt CY1Y AN6 c7cAVi. DLTAILS- 1 AMt7Y DRO'.rM CLAY 07AVYLI ( 1 11 Ct[1n7 :neta:la4: a • VIA. rrsc il.r ft. to 221 ft, fkCKED GXMM COL'RSR VISM RM CLAY D11+OtR 11 1 3a'sLpSD CAS IfY' • I)2t, from !c, C0 1 f { SL Zia ISM f r. t. f t- DLACK C�c7.vs: 1 2;12.T5 GRY CLAY 3:NDCA S1 { t:2 ...................................................... .1 aLaCK LA>t,7 ORA.V'TL ?,AN CLAY 31"ta - ia:f'Orations+ 8G 1 el i S2 T�! Of t-er:?raL:.r Laa7 � 7ACSSD GRAYRL SA1r0 YLu CIJ.Y a21'iD211 1 52 ' 11- 1 ckky CLAY 1 111 12, S:Zf aE pt_:e:atle:s In. by £n, STICKY SLUT CLAY i14 12 i+e_`.ratlxa f,vcn tt. to rt• ) STICKY 3RCt.�( CL2.Y , 13+ i 12, 1 CC L:. J DAC•n71 CL2.Y uro ORA..= 2^4 1 .It i se:fcr►:2o:s :Von it. to ft. i PACKED G7UVEL COL•RSR fAAT7 DTY CLAY D:K.:rjk 1 Lli 1 17: ........................................._._..... i LC,022 61ta•KL COL7t3t LAND WATERlTt , 3f. ' � . � S: r rsaa: Ya3 •� GWT-L a NATEE bkok-0 C'OMFR Sk-m J 111 1 27r I ta.ra!•:C'.rcr'a 1-are k0USTOM oxxv=L a R7,TLA DRY CLAY 32tmrx 1 220 T:yt 6LOTrsa ):cdtl :t,. 'ar7. [ sit% site .025 .::m 221 1:. tp Ile ft. i 1 .Sae. i Plat apse .030 frc2 214 ft. 211 to. ...... t ptekts- Ito --- 1 Cass c! gra•�e: � i 7rare: r,#cad from, co f:• 1 i • o YES T, v7,at 3so:F:f IQ. ....•_._._.•.•... • fc•- Su:faaa atal I • xatct:J: uaad :n saaI D2:N2'ON2ra r:d any a:. cactai: c.:,:tab:e ••a:fr7 NO ;Lc tt ta:. Dnp:i of a:raca Lt I I t:whcd et a..ai a[:ua ZU .........................a a•a .' '7' �.{P: !i r:.:♦LCN:t:'a NaT.J ....« .............. .a 1 I , as .sea.•«.«uras...._--..air.-.......aaaa.' '2'f�x:,-CR•LIVELS r Luo•acr!see eltvaeio4 j f a nrar. sea le el �G�/Z 3:a:;c a:•t'_ 1s0 ft. b z cap of ws:_ ,aca 11/23/S4 F.:ccsisa Dr.asura Its, per a7:art S:ac: ba:♦ 1 1 , Ar;ta:an Water C::mt:C1ICd by 1 t t .Ra3.r.....Iiirl•.....Jiia i.......a............ Ri a r.tal............tii,. I..*......... 1 WELL T ?3: a:a.•�C'JC :t,an xp;a: I.,val La lcuerad Delon 1 •'ELL :Gt:STRl�'^OF GL:: r.._r....._. i atst:c as-t rta--_nr_ti1Le• fnr C-n- >�sa a pomp Lta' !odes ? If 1es, LY Yior7 r r ! I ar,-�^_!•an cE tn:a :3I, and eta tcr.P:21kn:c xr!: l:_ Y:I3;. �a:.;rt:c .:` a AG•� [E:tr hr1. I �aa)•;r.g:cn vrl. ..:a:rcctLcn itazdardl. ::a:er:t:Y •a7t% � I ar.d t>t fnzor2[!:en :tp.rttf ah:,v* a:e ta•:c to ay :ea` k Mr_siga aca Ltl:al. Tlse +<:,av Ls•=ti re aster :•Ivi: TL*e Xattr Leval Y:,X3 XkCADIA DAILLM2 XXC. � rrtrs•ia, ticti, er :arporalo�; (Tra c: rrl-:: � I ' 7.JGI;,:d5 170 NALKFA LARK A:% a;t cE ces: � ta:ar :ast >1•_in. `t. dra.-1o+.r asta: h.:s. :SIGt,SL; Q.t,L. 1J�• J.+--�.� 2:_r sae eo. ja]/n}.•,, t./ stez te[ a: 710 !t. for 1 La.1 -'—'•• .lcrsa Nc. 1247 :tarar !Iw Y.F-^ Bata Ct_t:ac:cr r =tspt:a:zrt c: xrttr ti u a ehaaicll a:a:psf3 Ra3e7 NO f Atgiresacicn Ca. AXCA?D:0t1KL Catt 11'2f/f/y t..a.._..rasa....Ja ai.....i.a.._.a r•.....<ra.... a...•......t... ........... .........................t. S...rJ ,•w.•� i 1 i t 15 i 1 — r • !7• 2-H2 11 : 11AM J`>4,Y A Ihe.2464 _e�tar'a tour __ ZI, . 2 PUMP TEST {,`r.l ror3 Figure 11 f=_DrUL«•a Copy ' S rATL OP WASLUNGTON P.r:.,<t tta. .... . - KER• Kama 2.A.Il _Ya. 1 aL..J.aoa CauaLty . Addtwa 5tal:.EL....1 .aoz..tQ�, Sheltoaa i(a. ACTION OF Wf:LL: �ccusttr.�t's.�S4'.ri _._ __�__.. ._____—_- 3; —SW—V. ,l„c_.. _z_ 2.x l<..1 -W.rt. unca troo. .rct(on or .ut>dsrlrlon rnrnsr. UQ� g, ��kc. 7a Czar �larb4T d l_?niot-_Ci ter lmily y 44sisoo 'tom (loj WELL LOG: s ' ,JPOSED USE aarst.4tl. Q t[tawtrtal p l+al O Wr: - j Irogsuen ❑ To" Well Q Othat ❑ TormatWP' O.scriba uil color, the kL.r,Jus or asatenat eed Jurt4i in,mast J tt+rt+l thttlttt•J el aV ull.ra and the kt,.d sad ..[wre al Ms rns[srt•to rraarlai. - Stratum prrrtraled, wiith at t.wt ow. "Irv-Lop aaeb ti.awo. off j °E OF WORK: Owners flwnb.r .r well -- -- - - - Lit "tote than ot++l.... . �' LiATIRIAL M rilow To L us 8or� Q Now wall W&U144. ° p Toe soi i, mead t gravel 1 0 t jSo.p•aaod ❑ Ctlai. Drtrea p- . RaoondllsulNLt Q ULA y 0 JiltedS 18❑ Hard•,Fan _. )) iSNSIONS DtaJ(ttlat aJ Cemented. clay t �ta�at 16 _6Q i 24 D.vwatro"•Pl.t.d ..u__..._24�.-n. Csar�Ia•a- lttla rater 40 i2 _ tt•tiLsiA -IiaTRUtrTiON D�.'TAIIS; Grav31 tires!t vat 99 M Q_.. n e , 1�_ 105 �.— ;axSst; taatalled:�.�...." ntam. from 7>•s+adod Q -IS}.^ ntam. tram A. to _ R Zl OLU4 a ...._..._.__" Disra. from __._....__ ft, to .._._..-n. .}TOv4 c Eat d travel 149 1 2 9_ C1 d_yrarel with yater 259 i 269 i ?"foratlons: Y. Q1 No i a mite Glace-d travel 265 278 _ T*•pa at p.rbrsgur used._...." �_____._.__...._ ..-. - Ssn�_clrw 6 ravel b grater 278 297_ t sus of .tiaratlona _. .g..-_.. p ta- br •--.-� s°• 297 296 parsor.ttona from - (---. n. La �# __ it. Hard an porterauoru truon 9 • ft. to 90-_ _ _,. ti p.rfotatlotaa trom ____ ri.to t want♦: Y.. ❑ No C1 1b4ttNsLCSL4r.ra Nara•._.-----^-----_.�-.......__._ - ndata. .._r alot aiza _.-- trvm_... __ «.to Istrt. _ _-.. •tot sera ..._.— troro�__.._ tt. to Gravel picked: Yea p We aua of araval: Gt■Val ptne.d from ..._ _-_. tt•to.__.. ..------..ft. Surface stag: Y.tx3 We❑ Ta what a.pLhl .-1S.__ n. siatertal 4ao4 in ntd say gust•• ooataln UatlaaDLer water? Y«Q No(] - TJP+ of 1VaLat7•_�. _ D.ptb of ausu j"f,1564 at aaatlr'j 1 JW; yuultaatus+aY4 ?Ia+ra+• ' A i J..i•► ♦•++V F.+� Zvi n+asi W Lrd... _"- �t�� tt wW Pa4s.._.11 i ttt• .tt4, PW equj" W.k Date Artaat►a Water L ta7atlt911e� br.__.....---. ;-'velum �tc.1 -� �- TpCrIS. Drtraovn is ao+ oz w.tes laysl L �(py. 71 rELL �r++�.77 lo'+trrd Otlow tltatte lard Worft ttart.d �Gt• �7 lv 71 Cant Ltte'�...._..._-_...... . .. lY Pump test pyda! Y«�i !Jc Q u Y». tar rp.rpr. _.._m._.. .._ _...-. t s]JmIa. w1lT it.drays—n attar hra� WELL DRILLERS STATEMENT: i � I ThU writ was drilled under r y lurIs.'•fctton and this report u trtu to the beat of tn7 kaow1ed94 atld Whet. � �--.rr d.ta Itln+•• {iksn u term Wh6A Pwnp WrP.d oQ3 (rate egret t WYr94 trom W4' t.D to water levell Ao Stasfil1 ArilIinf, "...._ _-- .�`... r__ Nti +ISV.......".Y.. ................... ......_._.......... Wetrr L4l Time W449r Lswt Ttw,s W+t.r G.wt (P►rgoa. pram, at eotpatalfoa) (TYP" i -_.....__.__......e ..,..�..._. let 4 toz 2145 area<T:oa 11Ras...1Q... .lSA....L>i_.ILi.G1L...1 .xfl.. .. ...._..._..._ .-... Address.._ _.._......1.. .".._....._._ s..._......._. _._..s_ __-._.._ .._ .---_..... _.._. _,........__. _...- ._... 16 `-u of ton -._i1L 2/1 _ _ (S!=ncd]....................._................. t sl Ort.Ltri .... ....... ............ gal l,nla. With........_. ...A. Erav'Jr7 ot: atNr..... ._....._]tr•. 71 _..s.D.ro. p•t. _...... _... cenae i+�. L' GZ79.-Q44 Q.1J nay a. nWra gr 1.+at.r. - W.• s ehantcAl sualy.tt w•aer Yea 0 wet '....... \ 16 ' lUnt AOUi�IUNAL lit?S I!' MLCI:iSAHYi i ..' ��..... -Cat+ i�.'!�!' `.•4k�.�i ,p'. _ ^^:'� .�y. .. .��,,._.1±�`• •,::..♦• ....... 5 �t I � 'a l'�:•(n� u%'S ^y• �A5,W ,' :.`,,�/,'y%.t r.� d+ -..I.w t;., i�� �.'ta•.tv. ;�•C.' `..Y�..1�7t' .�."" 1.�.���s�::: '�";�, i .��. �/' ......�..'p;Y^.,,�,Il:r1-.;ay'ii i�� _ _ i"��.�,Tf�,��N.•�'y,t,Ml�::i'•,•:•�.1Yf+•t�` l'�� `". cl � x � �' o e ` v a I.11• � .�. ... � "i�^i�e,J^,• �*4'."� Y n.., aC 'n. k .a.. •':� '' ', is i�-; �r'It; . •'t. • _ `8 _ ' !!fill �•-� b ,►�y/ j • �- -•; �• �. Q f i . . r-� z yam �� I RQ • .. .. 'Y7 �. 'i ' : i 50 P 'Yi�+..-.:':1.�,' .. F,v'.lCr_•:..+_ .s♦ •... .. ���..«.I•'•�t~•'1'+R, •-�t�""'•' ...•. .,�.,. ... •:IYMfI� � +..' - _+ M: .;:f• J., 't• •• .=�.' ` . I Figure 13 Ma nke Elev. 249 R-L.Walter Well DnMnR 0-6 Loose dirt and boulders 6—45 Hardpan 45—53 Clay 53—54 Gravel 54—64 Hardpan E ! 64—65 Gravel 'r 65—74 Hardpan 74—77 Gravel ' 77—81 Hardpan 81—86 Large gravel with fair amount of sand 86—93 Hardpan 93—100 Blue clay 100--101 Gravel 101-103 Hardpan 103—109 Clay and silt 109—110 Gravel 110—115 Clay { 115—116 Gravel 1 116—125 Clay and silt 125—128 Sand and gravel 128—133 Clay 133--150 Hardpan 150—165 Yellow clay 1 i 165—172 Blue clay 172—202 Hardpan 202—205 Clay i 205—214 Hardpan 214—225 Clay 225—242 Hardpan !'! 242—243 Sand t 2,43—252 Clay and rock ► 252—270 Sand and clay—water—non-recovery j 270—275 Drilled ahead • i 5 foot of screen recommended Belled @ 40 gpm wJ 3! of drawdown ! i t 1B 1 R DATA . AQUIFE TEST l Well No_ u, � awner !" � rr l�l ' u� t Sheet _ I of i Pumping or Observation Well awdown r Recovery Data (circle) (circle) s Pump On: 57=A0, �Z;o y,,_ Pump Off; Date Time of Day Date Time of Day Reference Static Water Level J J .22, at M.P. (downhole edge of electrician's tap,^) j Recorded Date Clock Elapsed Reading. Pumping Depth Drawdown Comments . by time time X/pp rate to . +=down min:,}! 15 GPM Water f�P.12-2 • ' 7o y p, c-��s I � vN 2q 5,f j D5 S-3 5" 11.1 to 03Cr I ! pp ' 7� ��' s m i 2y , L _11_0—� dolt•--,YI _ i 2' 9 � • �8 � i . �� �f(o! i . f ( I YL87 .'S �Oy9 i ,Sa I 3 o I72 o272 i :aYB , 05' • n��. 35 v�go ��t aYB.�z� � ! ' Dl, F j 9 qj,5 Jr 70 1 4T. i�� i AQUIFER TEST DATA Weird Well No. Owner h5a�! �i�k.s�t ''�� Sheet 1� of (Iszin r Observation Well rawdo ' or Recovery Data E (circle) (circle) ! Pump On: Pump Off; Date Time of Day Date Time of Day Reference Static Water Level at K P: (downbole edge of electrician's tape) Recorded Date - Clock Elapsed Reading {Pumping Depth Drawdown Comments j by time time X I DQ rate to +=down E min. Ggu�S GPM Water 2 z- Toop 51, I Lr7' nj E., + 2 ! - 27 a3 7 g i_ l ' , I 27; + L.Ut,o 7�30 .i42 33 i 1 t ;op JJI C) 7q lid '7aYl�p78 •. .I f I A5a I r 51 o,/ i ,671 -►� a� 77 • s a� bt �9, 116 6 /r}r�•c i r r Ij 1 i AQUIFER TEST DATA I "Z r�x.,rry i�.� 1 i Well No. Owner Sheet o2 of m in r Observation Well rawdo or Recovery Data 1 (circle) (circle) i Pump On. Pump Off; , Date Time of Day Date Time of Day I . Reference Static Water Level at M.P: (dov+nhole.edge of electrician's tape) i Recorded Date Clock . Elapsed Reading Pumping Depth Drawdown Comments by time time X /ao rate .10 +=down mia. GRu">+'S GPM Water Ala s2 a i!za --r�• .'�v- S=da c� n� �'� 7'o`t ! d� - IasG�3 - t `'Y:6 n S 1"[T o rlJ i r'; (� �?A3 'I7 s r , ' r*b 17.'730 17 2 n 33 (JD N 1 2 5rf 'CAD,9 1 I %fG 2 7 f t 'g•I Fir I — ,a I j;00 1 , 03l tJ.c. -P,k.s ant 5N os 7 d7 06 _ 219 I I I Ql i5l E,5z i 8 ! 4 91 iL' h .5 7Z Qf;I t{ �' bl iv: ! tiv f t �tS•� E S' IaIE,� d� i ���� TIM 1 aMop=+ of ! 2tE1 ^0/ r aurp aairl {g { sjuauluioo IIMopME]Q, glda(I '?atdwnd �urpea-{ pasdeld 1a013 ajeQ I papJmag 1 (adej s,u�oupaja 3o a2pa ajoguMop) •d W jE Iawp oElejs auaa�a;a� ha Mut_j; a1EQ xr(Q;a a"j ajEQ , :ljo dwnd �o daind • - (ajonn (atait�) • BjEQ�taaooa�. IIMOpMEI IIa'A GOTI6A.IaSCj{] Id [Ilfl� 7 ;o 'obi [jahcl ! V LVG Im xaginod RECOVERY DATA COLLECTION FORM ! i } System ID: Owner. 17,,�v,/'U 07- WeU Tag No.: i DOH Source ID: System Name: Well Name: -Type of Test: Conducted By:jufj P y Date: Static Water Level(as measured from reference point} Z./� Ly County: i Observation Wells? Well Elevation(MSL): Distance of observation well(r)ffiam ped well(ft)- zvg } ��Z S' 0�0 1.S s i Gam' 06 Z 5 21x 0 761 5'a ,a z. a / Z�7 2- o / �Y z✓ y 2•sZ L z "z /z9 Z5� z, s� /.32— E-23 1 I WSDM Appendices August 2001 P. /9� Nocx� CI&VACL1 a i' AQUIFER TEST DATA . Well No.' Owner Sheet of— Pumping or Observation Well Drawdown or Recovery Data . (circle) (circle) } `Pump On Pump Off; , J Date Time of Day Date Time of Day Reference Static Water Level at M.P. (downhole edge of electrician's tape) f ! Recorded Date Clock Elapsed Reading Pumping Depth Drawdown Cornments i by ✓ time. time. rate to +=down min. GPM Watcr .D { . 4 - • - _ z" { � y , � t • r,`l i SU, 06 - l� If r { I j 3y J5 d `1 5-0182 rq q ; �„t -- lac.,� 1'�t ti ti v�+- ,• . i `y AOUIFER TEST DATA Well No -- Owner Sheet of l � Pumping or Observation Well Drawdown or Recovery Data 4 (circle) (circle) Pump.On_ Pump Off, Date Time of Day Date Time of Day Reference Static Water Level at M.P. (downhole edge of electrician's tape) I Recorded Date : Clock Elapsed Reading Pumping Depth Drawdown comrnents by time time ++� rate to +=down i min. I GPM Water I 1 - i i I T 110t, {� :lj SEta i ! I o �ais b s_ /t5 GPM _ , 70 6 AQUIFER TEST DATA ' Well No.---2- Owner Sheet 3 of Pumping or Observation Well Drawdown or Recovery Data (circle) (circle) ti Pump On: Pump Off; , Date Time of Day Date Time of Day t f Reference Static Water Level at M.P. (downhole edge of electrician's tape) t Recorded Date Clock Elapsed Reading Pumping Depth Drawdown Comments by time time rate to . T=dawn min. GPM ' Water ` -1 aS' S S'�3 /95 7 v 3'UG 1 J-16 PZi010 -rrw 1 -, j — . 'UGo r t os U t L r JS I -7 i yTi I I SS 77,d;)- i 5 ' VJ Pn[ 95 43t(j -- — — c ;-aqm Pe.M e �xs i 9 IS 6�.z� I le�fi - s • t 1 d,G ,� Ljll✓���IC AQUIFER TEST DATA j Well No. Owner Sheet of 2, Pumping or Observatio Well Drawdown or Recovery Data i arc a (circle) I Pump On: l:a Pump.Off; Date Time of Day Date Time of Day I t Reference Static Water Level Z'6 at M.P. (downbote edge of electrician's tape) Recorded. Date Clock Elapseq Reading Pumping Depth Drawdown Comments by time time rate to t=down min. GPM Water /Lori e I '� I # a L 117. c c" 7,zl t 2,26 t i I _C i f ryc •l et iK�- -o 'T 3T .9- /l6 AQUIFER TEST DATA G/ors•c �� Well No. Owner Sheet of:;,-,-, Pumping or Observation Well Drawdown or Recovery Data (circle) (circle) Pump On: pump Off; IDate' Time of Day Date Time of Day- t ;r-- Refeience Static Water Level 3 ' at M.P. (downhole edge of electrician's tape) Recorded Date Clock Elapsed Reading Pumping Depth Drawdown Comments by time time (( rate to +=down - in. GPM it Water — E;04 �1 1/0 AA I 'Ind ------------- i !r p � I i E . 1 I I � -F.-Rom #i OPERATIONS PHONE NO. 360 B77 5339 Jun. 03 2002 09:18W P2 j } 1 AQUIFER TEST DATA ! �SSJG Well No. E Owner ���lxG✓ _ Sbeet of ' J i Pumping or bservadon dI Ihawdown or Recovery Data (circle) (circle) i Pump Off; Date '.Tim of Day Date Time of Day j Reference Static Water 'Level /-G at M.P. (downhole edge of electriciau's tape) I Recorded Date Clock ' Elapsed Reading Pumping Depth Drawdown Comments by time time ii rate to . } doxn ' min. I 'GPM Water' k - -.k f nh h pA{ Q �. r f iz tti' 7.. •� ! 3 t--- ►1 ►, L -t`�� � —J t I / AQUIFER TEST DATA , 'W a.,-. 6.1- Well No. Owner Sheet of Z` Pumping o Observatio Well Drawdown r Recovery Data (cir - circle) Pump On: r 2 "`� Pump Off, , Date Time of Day Date Time of Day i Reference Static Water Level at M. P. (downhole edge of electrician's tape) Recorded Date Clock Elapsed Reading Pumping ' Depth Drawdown Comments by time time 1 rate to - +=down E min. 1 GPM Water 22�L G•,.23� 19�G1 P2 ,Uo I Br9 b,o ii Del { � 1 •o t0,� c( i i fI:v,l cJr !If! b 'D i i 2- / - 0 L ! i 19 P rf 16 ' rp i 1 i AQUIFER TEST DATA PJell N0- Owner Sheet Z— of Z Pumping o Observatio Well Drawdown r Recovery Data (circ a (circle) Pump On: Pump Off, Date Time of Day Date Tirno of Day Reference Static Water Level at M.P. (downhole edge of electrician's tape) Recorded Date Clock Elapsed Reading Pumping Depth Drawdowa Comments by time time rate to + =down min. I GPM Water i i ff 1.`d SF► � i d Q I 01 ? /f f i Cz i l ff I owe.ar.� AQUIFER TEST DATA vr%;v,.- ( JGLL ' Iz— Well No. 4-1 Owner MA son C--s-ty .PUp :"j Sheet j of -9 — Pumping orbbervation WGB Drawdown or Recovery Data (circle) (circle) 2 Pump On: p Off; t Z D Il P�� Puts , _ Date Time of Day Date Time of Day Reference Static Water Level at M..P. (downhole edge of electrician's tape) Recorded Date. Clock Elapsed Reading Pumping Depth Drawdown Comments by time time rate to +=down min. GPM �4 Water t* U`Q: Div a t 4,5.3.3 itZO 6S a. op Oa t: 3 jra IZ; z S•3 O , c� t .• •. •- �_3y o v 1 3:oy . i � O.oO -• -- t O oo _ ;c �33y 0.01 4-cod L� .ol ! '10 ! !p' AQUIFER TEST DATA i - Well No.— Owner Sheet of 2 Pumping or Observation Well Drawdown or Recovery Data (circle) (circle) Pump On: Pump Off;— Date .Time of Day Date Time of Day i Reference Static Water Level at M.P. (downbble edge of electrician's tape) Recorded Date ©ock Elapsed Reading I Pumping Depth Drawdown Comments by time time rate to +=down min. GPM Water i s ' 5k j -�U z� Chapter 5 I.. Source Water Protection PUD#1 of Mason County Union Water System Plan-Part 8 CHAPTER 5: SOURCE WATER PROTECTION 5A. Wellhead Protection Program Refer to Chapter 5, Section 5B of Part A of the Comp Plan. The following is to supplement that information. From WAC 246-290-135 (3) (a) water systems using groundwater as a water source are to develop and implement a Wellhead Protection Program (WHPP). 5A.1 Overview Per WAC 246-290-135 the WHPP is to contain the following seven elements: 1. A susceptibility assessment. 2. A wellhead head protection area (WHPA) delineated for the well. 3. An inventory of known contaminant sources within the WHPA. 4. Documentation of the purveyor's notification to the owners/operator within the WHPA of potential sources of contamination which could impact the drinking water quality of the groundwater source. 5. Documentation of the purveyor's notifications to regulatory agencies and local governments of the WHPA boundaries, including the findings of the potential sources of contamination. 6. Provide a contingency plan if the principal water source becomes unusable and/or contaminated. 7. A spill response plan and coordination with local emergency responders. The following is to address the seven components of the WHPP for the Union Water System. 5A.2 Completed Susceptibility Assessment Form This is the initial step for the WHPA delineation. Refer to Figure 5.1 and 5.2 for the ground water contamination susceptibility assessment survey forms for the wells. The assessment forms include information for the wells construction and production, the local aquifer characteristics and local potential contamination sources. Chapter 5:Source Water Protection -2- PUD#1 of Mason County Union Water System Plan-Part B 5A.3 Wellhead Protection Area Information The WHPA is the surface and subsurface areas surrounding a well through which potential contaminants may possibly pass and contaminate the drinking water source. The WHPA boundaries are based upon the time of travel (TOT) for the underlying groundwater to move from its point of infiltration to the point of removal, or well. The WHPA consists of four zones using the 6-month, 1 year, 5 year and 10 year travel times. The 10 year TOT boundary forms the outer limit for the WHPA. This is the area that is to be inventoried and managed to reduce the potential contamination. These boundaries were calculated using the "Calculated Fixed Radius" formula as presented on page 31, Chapter 5B of the Comp Plan. Protective covenants have been established for the source well protection. From page 31, Chapter 5B of the Comp Plan, "Sanitary Control Areas and protective covenants have been established for each source and are on file with the Mason County Environmental Health Department. These areas consist of a minimum radius of 100 feet centered on each source well (unless a variance has been granted for a smaller radius). These protective covenants specifically do not allow for any source contamination (livestock, hazardous material storage, ect.) within the 100 foot radius cited above." 5A.4 Delineation of Wellhead Protection Area The Union Water System has two WHPA, one for each well. The information within Figure 5.9 graphically depicts the WHPA boundaries for the 6 month, 1 year, 5 year and 10 year TOT boundaries. These boundaries were calculated using the "Calculated Fixed Radius" formula as presented on page 31, chapter 5B of the Comp Plan. The TOT radii are presented in Table 5.1. Table 5.1 TOT Radii TOT Well#1 Radius(ft.) Well#2 Radius(ft.) 6 month 100 200 1 year 140 280 5 year 310 620 10 year 440 880 Chapter 5:Source Water Protection -3- PUD#1 of Mason County Union Water System Plan-Part 8 The WHPA is identified on information provided on the DOH website. From the information obtained from the website the source susceptibility rating is moderate. See Figure 5.3 for a copy. 5A.5 Contaminant Source Inventory A contaminant source inventory for the WHPA was completed; refer to Figure 5.1 and 5.5 for a copy of the inventory findings. Overall potential contaminant sources were identified lying within the 10 year boundaries. Within the WHPA the major potential sources of contamination are from single family residential sources, including septic systems. Septic systems have the potential to contaminate the water source with nitrate contaminants. Risks from nitrates can be reduced if the area is provided with a sewer system. However, the long term use of the area is to be rural residential; therefore, a sewer system is not likely to be constructed. Review of the information from the DOH website shows that there are no identified sources within the WHPA that are listed as Washington State cleanup sites. This may be re-evaluated when the potential contaminant source inventory is updated. PUD No. 1 can work with Mason County to reduce future potential contaminant risks by restricting future moderate and high risk activities to areas outside of the WHPA. 5A.6 Notification of Findings As noted in the overview, the owners/operators of potential contamination sources within the WHPA boundary, together with the regulatory agencies and local governments, are to be notified of the WHPA. The information is to include the inventory findings and contingency plan conclusions. PUD No. 1 had completed the initial notifications. 5A.7 Contingency Plan This contingency plan is intended to ensure system users have an adequate supply of potable water in the event that contamination results in the temporary or permanent loss of the principle supply source. A. System Capacity Requirements: The Union Water System currently operates or maintains two well sources. The two sources would allow some flexibility in the event of a contamination event, Chapter 5:Source Water Protection -4- PUD#1 of Mason County Union Water System Plan-Part 8 allowing the other source to "cover" for the lost source. The system operation could be managed on a temporary basis by increasing flow or operation of appropriate sources. B. Potentiallnterties: There are several water systems owned by PUD No. 1 located near the Union Water System, if such an emergency occurred a potential temporary intertie with a nearby system could be made. Refer to Figure 1.3 in Chapter 1 of this document for adjacent systems. C. Alternate Sources: All of Union Water System source of supply is provided by groundwater. The construction of a new well source or sources could be a viable option if necessary. 5A.8 Spill Response Plan A Spill Response Plan is presented on page 32, Chapter 513.2 of the Comp Plan. Section 6E provides a list of the potential responders that may be involved in a spill event. The responders should be contacted to verify what role and participation level can be expected or required. The most critical step in emergency response is notification to PUD No. 1 about a problem. In an emergency, the PUD No. 1's primary goal is to protect the health of the customers by being prepared to respond immediately to a variety of events that may result in contamination of the water or disruption of supplying water. - Emergency Response Goals: 1. Be able to quickly identify an emergency and initiate timely and effective response action. 2. Be able to quickly notify local, state, and federal agencies to assist in the response. 3. Protect public health by being able to quickly determine if the water is not safe to drink or use and being able to immediately notify customers effectively of the situation and advise them of appropriate protective action. 4. Be able to quickly respond and repair damages to minimize system down time. Chapter 5:Source Water Protection -5- PUD#1 of Mason County Union Water System Plan-Part 8 58. Watershed Control Program PUD No. 1 does not obtain drinking water from surface water sources. Therefore, a Watershed Control Program is not necessary. Chapter 5:Source Water Protection -6- Ground Water Contamination Susceptibility Assessment Survey )Form Version 2.1b IMPORTANT! Please complete one form for each ground water source (well, welifield, spring) used in your water system. Photocopy as necessary. PART I: System Information Well owner/manager ; Mason County PUD //1/Duane Nault Water system name : Union Water System County: Mason Water system number: 51920W Source number: Sol Well depth: 393 (ft.) (From WF/form) Source name: Well //1 WA well identification tag number: -� well not tagged Number of connections: 144 Population served: 330 Township: 22N Range: 3W • Section; 32 114 1/4 Section: NW' SW' Latitude/longitude(if available): / How was lat./tong, determined? global positioning device survey topographic map other: ' t Please refer to Assistance Packet for details and explanations of all questions in Parts H through V. PART 11: Well Construction and Source Information 1) Date well originally constructed: 2/ 4/S 6month/day/yeas i last reconstruction: _ 1 /_month/day/year E information unavailable Survey Form Ver. 2.1 b 3 page 1 f I FIGURE 5.1 i 3) 1iNell drkr; Bedell Drilling C o. _ well driller unknown 3) Type of well: X Drilled: rotary bored X cable (percussion) _ Dug — Other: _spring(s) _ lateral collector (Ranney) _ driven _jetted _ other: Additional comments: 4) Well report available? _L YES (attach copy to form)_ NO If no well log is available, please attach any other records documenting well construction; e.g• boring logs, "as built" sheets, engineering reports, well reconstruction logs. S) Average pumping rate: 20 (gallons/min) Source of information: Well pump curve ' If not documented, how was pumping rate determined? Pumping rate unknown 6) is this source treated? No If so, what type of treatment: disinfection _ filtration carbon filter _air stripper _other Purpose of treatment(describe materials to be removed or controlled by treatment): t 7) if source is chlorinated, is a chlorine residual maintained: — YES NO Residual level: (At the point closest to the source.) t Survey Form Ver. 2.1 b page 2 i i PART III: Hydrogeologic Information I 1) Depth to top of open interval: (check one) _ < 20 ft _ 20-50 ft X 50-100 ft 100-200 ft _ >200 ft information unavailable ('< 'means less than; '> 'means greater than) 2) Depth to ground water(static water level): — < 20 ft _ 20-50 ft — 50-100 ft _ > t00 ft flowing well/spring(artesian) 1 How was water level determined? _well log _other: s X depth to ground water unknown 3) If source is a flowing well or spring, what is the confining pressure: 'N.A,: psi (pounds per square inch) or feet above wellhead 4) If source is a flowing well or spring, is there a surface Impoundment, reservoir, or catchment associated with this source: —YES _ NO z 5) Wellhead elevation (height above mean sea level): 300 (ft) How was elevation determined? _topographic map_ Drilling/Well Log altimeter X other: 1980 engineering report by Economic and Engineering Services Information unavailable 6) Confining layers: (Phis can be completed only for those sources with a drilling log, well log or geologic report describing subsurface conditions. Please refer to assistance package for example.) X evidence of a confining layer in well log no evidence of a confining layer in well log If there is evidence of a confining layer, is the depth to ground water more than 20 feet above the bottom of the lowest confining layer? _ YES _ NO X information unavailable Survey Form Ver. 2.1 b page 3 i 2 7) sanitary setback: _ < 100 ft* _ 100-120 ft X 120-200 ft _ > 200 ft * if less than 100 ft describe the site conditions: { ( 8) Wellhead construction: i} 1 _ wellhead enclosed in a wellhouse controlled access (describe): 162!, a I oCkpj P-ne DSur e- 62 i bn ln 0. �r a sin lock¢ Qa4e other uses for wellhouse(describe): _ t } — no wellhead control 9) Surface seal: 18ft 1 _ < 18 ft (no Department of Ecology approval) ('< 'means less than) 1 _ < 18 ft (Approved by Ecology, include documentation) ('< 'means less than) _ > 18 ft ('> 'means greater than) X depth of seal unknown _no surface seal 10) Annual rainfall (inches per year): _ < 10 in/yr ` 10-25 in/yr X > 25 in/yr Survey Form Ver. 2.1 b page a t t PART IV: Mupping Your Ground Water Rlsnurce 1) Annual volume of water pumped: 45MG (gallons) How was this determined? meter estimated: _pumping rate ( ) } —pump capacity ( } X other: Well used minimally for standby only i 1 2) "Calculated Fixed Radius" estimate of ground water movement: (see Instruction Packet) 6 month ground water travel time : 100 (ft) I year ground water travel time : 140 (ft) 5 year ground water travel time: 310 (R) 10 year ground water travel time: 440 (ft) Information available on length of screened/open interval? X YES NO Length of screened/open interval: Perforations 54'/ 84, to 96' and 108, to 150, 3) Is there a river, lake, pond, stream, or other obvious surface water body within the 6 month time of travel boundary? ` YES X NO (mark and identify on map). 4) Is there a stormwater and/or wastewater facility, treatment lagoon, or holding pond located within the 6 month time of travel boundary? ^YES X NO (mark and identify on map). Comments: Survey Form Ver. 2.1 b page 5 PART V: Assessment of Water Quality j l) Regional sources of risk to ground water: I Please indicate if any of the following are present within a circular area around your water source having a radius up to and including the five year ground water travel time: 6 month I year 5 year unknown likely pesticide application X X _ X stormwater injection wells other injection wells 1 abandoned ground water well landfills, dumps, disposal areas known hazardous materials clean-up site water system(s) with known quality problems population density > I house/acre X X X residences commonly have septic tanks X X X Wastewater treatment lagoons sites used for land application of waste Mark and identify on map any of the risks listed above which are located within the 6 month time of travel boundary? (Please Include a map of the wellhead and time of travel areas with this form. Please locate and mark any of the following.) If other recorded or potential sources of ground water contamination exist within the ten year time of travel circular zone around your water supply, please describe: i s r Survey Form Ver. 2.11b page 6 �5w:w erwsinvra.:.::•L.:v•....-a.w:L...:vr.v :.v.........�r r..v.:.•.•:;... e.v.....,.. __ - .. - 1 2) Source specific water quality records: Please indicate the occurrence of any test results since 1985 that meet the following conditions: (Unless listed on assessment, MCLs are listed in assistance package.) A. Nitrate: (Nitrate MCL = 10 mg/1 ) YES NNQ Results greater than MCL R < 2 mg/liter nitrate X — 2-5 mg/liter nitrate I > 5 mg/liter nitrate X Nitrate sampling records unavailable B. VOCs: (VOC detection level 0.5 ug/l or 0.0005 mg/l.) YES NO Results greater then MCL or SAL VOCs detected at least once VOCs never detected — VOC sampling records unavailable C. EDB.(DBCP: YESNO (EDB MCL = 0.05 ug/1 or 0.00005 mg/l. DBCP MCL = 0.2 ugh or 0.0002 mg/l.) EDB/DBCP detected below MCL at least once X EDB/DBCP detected above MCL at least once X EDB/DBCP never detected X _ EDB/DBCP tests required but not yet completed — X EDB/DBCP tests not required D. Other SOCs (Pesticides): YES NO Other SOCs detected __ X (pesticides and other synthetic organic chemicals) Other SOC tests performed but none detected (list test methods in comments ` Other SOC tests not performed If any SOCs in addition to EDB/DBCP were detected, please identify and date. If other SOC tests were performed, but no SOCs detected, list test methods here: 25. Z . 5�31.2-, 5 1 5. > Survey Form Ver. 2.1 b page 7 E. Bacterial contamination. YES NO Any bacterial detection(s) in the past years in samples taken from the i source (not distribution sampling records). Has source (in past 3 years) had a bacteriological contamination problem found in distribution samples that was attributed to the source. i —Source sampling records for bacteria unavailable Purl VI: Geographic or Hydrologic Factors Contributing to a Non-Circular Zone of Contribution The following questions will help id entify those i; q p y ground water systems which may not be accurately represented by the calculated fixed radius (CFR) method described in Part IV. For these sources, the CFR areas should be used as a preliminary delineation of the critical time of travel zones for that source. As a system develops its Wellhead Protection Plan for theses sources, a more detailed delineation method should be considered, 1) Is there evidence of obvious hydrologic boundaries within the 10 year time of travel zone of the CFR? (Does the largest circle extend over a stream, river, lake, up a steep hillside, and/or over a mountain or ridge?) YES X NO Describe with references to map produced in Part IV: 2) Aquifer Material: A) Does the drilling log, well log or other geologic/engineering reports identify that the well is located in an area where the underground conditions are identified as fractured rock and/or basalt terrain? _ YES X NO B) Does the drilling log, well log or other geologic/engineering reports indicate that the well is located in an area where the underground conditions are primarily identified as coarse sand and gravel? _ YES X NO Survey Form Ver. 2.1 b page B iri-:•bU.:'•;:•Sn:;{.sv,......t...:..•.•.......1_1.:..r.:-:.::. .:.::._:4. •..:-..-._....._ :-: . ..:. -...•.. r. . . ... r: .:........ �.. .. . ... .. ......... 3) Is the source located in an aquifer with a high horizontal floe: rate? (These can include sources located on flood plains of large rivers, artesian wells with high water pressure, and/or shallow flowing wells and springs.) j YES X NO 1 4) Are there other high capacity wells (agricultural, municipal and/or industrial) located within the CFRs? fa) Presence of ground water extraction wells removing more than approximately 500 gal/min within... .i i YES NO unknown < 6 month travel time _ � .� I 6 month-1 year travel time 1-5 year travel time 5-10 year travel time X b) Presence of ground water recharge wells (dry wells) or heavy irrigation within... YES NO unknown < 1 year travel time X 1-5 year travel time 5-10 year travel time _ .2L I Please identify or describe additional hydrologic or geographic conditions that you believe may affeot the shape of the zone of contribution for this source. Where possible, reference them to locations on the map ! produced in Part IV. r• Survey Form Ver. 2.1b page 9 P t .•..y.1y�, .1�•• ..e,.. •}^'F4%Y.Ys p.•r.NN�:1'.1'rv:\�1.I.. •JJ..�.y.'. ...Y S.....• . .. -................ w..r.w. ....1•�Ary..y".... .. .•............ ........ ....... ....-\.. • \ ug4ostions and Comments Did you attend one of the susceptibility workshops? _ YES — NO Did you find it useful? YES NO Did you seek outside assistance to complete the assessment? — YES — NO a 'a This form and instruction packet are still In the process of development. Your comments, sug gestions ggestlons and :I questions will help us upgrade and improve this assessment form. If you found particular sections a confusing or problematic please let us know. How could this susceptibility assessment be improved or made clearer? Did the Instruction package help you find the information needed to complete the assessment? How much time did it take you to complete the form? Were you able to complete the assessment without additional/outside expertise? Do you feel the assessment was valuable as a learning experience? Any other comments or constructive criticisms you have would be appreciated. ;i r • i n ' Survey Form Ver. 2.1 b page to Qev►se,� 2011 V F 1 `r 1 P LRAP TEST t r-As-r t,�,IANSON 3T. 3LDELL ®RIL LNG CC). PI10NE�.rf.T�_ t (s &HELTON, WA&i QTON DRILLING REPORT . I]t� -mow 0wa4l'. Nafna -�- �' --r C i t \ ------ ---------------7, --------,--------- A.ddre- ------•---------------- ------------------ --- - ---•--- ------------- si--------------------- Sac ---------- T w p c'-"s u kangc.3.!`,.t,-r f Couu WILL No---•--------- •• Drill Formation Depth kcal s ' 10 1= $�f rr i] r 1'IQ _1vo _ TOTAL l� G i t TEST DATA Fcct i i Calluns;Kr♦� - J - Draw duwn on our tat YYC.OISMENDATIQNS s Adcquarn use of pump h_ p- t 6ubmcrgcnu of frwt valve Ices 3 Length of drop pipe kct ` Sis.a of suction pipe incllcs jSiu of prcuure pipe inches 1 t p H L J# � d jtE1(ARYS: J� /40 FIGURE 5.2 {.-Ya: .•r:\-.••..y::\��. ...,...4. .... •�....� ... ...... ...........w..f...r.... ....fi..e✓ .. r....... v.v..t.. ...... !4 tln...... .. Department r,;eco;o;iy . ._.. %ATER WELL REPORT ��I-�-� Aopljc.tion Nsj- Second Copy-Owner s COPY Third COPY-Drillers Copy STATE OF WASEM NGToN ��'�_, P . .ermlt N C.. .. ( ) �• Namn--1'.'R"�QS.1..., ._Sal..L.i[(�. ._ Addrey-._.. _. .._....... ., (2) LOCATION OF WELL: Coeutty..... ... ..... _ N .?u--.,; Sec.. 3a.,Ts N, R. �G�tk.M ._... . •arinlf and distance from section or subdivision earner (3) PROPOSED USE: non=esUe ❑ Industrial ❑ MunlclPai❑ (10) WELL LOG: -�c— trrigation ❑ Test Well ❑ Other ❑ Formation:Describe by color,charoctrr,size of matertal and structure,and show thtekresii of aptojers and the kind and nature of the mater"d to each (4) TYPE OF WORK: 1-1 ne:'s number of well stratum penatratcd, with at least one tnzry for each change of formtattoa_ (if more than one).... ..............-............._._...._ 'JATF_RIAL FROM TO Near well ❑ Meilhad:.lrlli` [} Bored"❑ '~ c_ Deepened C> _ 1~rb?e (1 -Drtvea.D r r Reconditioned ❑ __ '"Rotary. 7e4ted 0 - J (5) DIMENSIONS: Diameter of well --.-l.D♦'/r--- 17tr2tds ' r - - - oZv Drilled,...._..............__ _.ft, Depth of camPleted.weU...f.!PSt_.:.-_--.tt - - --- - r ---- ---- - - - - (6) CONSTRUCTION DETAILS: , _ - __ 3,, y, Casing installed.,_........ Dram- from., t:,to Threaded❑ _-•_-- Diem from ...::..:3._tY:t0.•,:;- tG. t v - --—Welded ❑ .._.....__..." Dram.frotst,-.. . :__ Perforations: Yes No❑ _ 9 0 Type of perforator used Izla SIZE of perforations ._....... in, by ......... In.In. t I� -----._ perforations from _.4-611..^.._ tt_to ......_.._.---_ perforatfozis tram - - perforations trom ___..._.._._ tst. to _............_r... ft. Screens. Yea pJ No❑ /�� _/►A-_ �) JSSanufsctureYa Name....��.....'`..,-_... 'Type....w.......Y......_...,...._._.-._..------ .. .1SoW>4 No•__ .._ ... -- - - ' Diem- ----...-_-...Slot s(ze --.--......._ from to...e.-� n:- ...:-• __- Dlam. Slot asx front--.---. it.t0 - Gravel packed: Yes o No❑ size oa.jr4v@i: Gravel placed from Surface deal: Yes❑ No 0 To what depthl — " Material used In seal.- _..,. -- 4 +. Did any strata rontafn unusable water? Nis[}. ' — Type of water?_._._.._._. .,...._.___ Method of seating strata (T) PUMP: (8) WATER LEVELS: +have mean hFeT�t Static level ....... .................._.__..ft.below top of-w.11 Artesian presaury ._............. ......_.,_Iba. per square Inch -jlate Artesian water to controlled by.__ l Capi Y��efo.l� _— ! WELL TESTS Drawdown Is amount dater Level _ - ---- — lowered below static level ._ Work started...................._.._..._.., 1Y.. ...._, Cornplvted._............._............• lD.-. .... Was a pump test made? Yes Q No Q If Yes.hY whom? .......... Yield: tlaL/mlrt. wtth ft. arawdown'after - hts WELL DRILLEWS STATEMENT' - This well was drilled under my jurisdiction and this report is tr" td the best of my knowledge and belief. Recovery data it,me taken as zero when pump-tumid '&ef (ardter level " measured from Well top to water level) Tima Water Level I Tlme Water Level Tt - Water Level NAME--.�- -�---- - '--`� -------- _...." - � (person, or corporatl (Type or print) .........._............_......_...�.._..._............... ..:.... ................. Address......._....... ..... ... -,---- ---- _-.-__.___.._..._._..._..-----•---. Date of teat _..._.. .._......._,...,. .................._. 'taller test-.___..........selJmJn, with.... drawdovm after........ hn 1 Well Drilteri testan flow---------.._._. ......._............ .pm. :ernperaturc of water...-..._.._. Was a chemical analysis made?Yes❑ No❑ UCtrlm NO._...................................... .............., t9. 7f, `{(USE ADDITIONAL SHEETS 17 NECESSSARY) S.F.No.733B--OS-(Rrv_�•711. M��� -J � ( y�a �l I r 656073 RTUP-Ni ADDRESS . w�2-L t U ALLA"too �'r-` M SQt; CQU?tTY . .. ALLAH BRA I1 CNE s MI NOV --5 A 11: 1 i tit aQ�N w`t 1 o REDDEST Or : please print nearly or t,-pc informabatr Document Title(s) . �Q�'�fiL�iJQ •1rtOflr-_✓t� � Reference Numbers(s) of related documents Addi6cnd Reference R's an page_ Grantors) (Las:,First and Middle Initial) 14 h Ytac �r�as.e rL Ads Tonal grantors en page— Grantee(s) (Last,first and Middle Initial) f r , 1 Additional grantees or.page 3 Legal Description (abbreviated form:I.e.lot,blcck,plat or section,tow=hip,range,quare 'acarte.) 1,A _4. Ax\ t1l 3 Additional legal is ar:page— Assessor's Property Tax Parcel/Account Number �{�3aa3a Sd yaoa� I P.dci;ion:'parce!*'f Cr,pas,: The Aeditor,'Recorder will rely on the information provided on this form. The staff will not read the document to verif-;the accuracy or completeness of the indcsing Information pro%Aded herein. i 1 E FIGURE 5.3 j .. ! RESTRiC (VE COV1 NANT l estate situated in Masor.County,State of The grantors herein are the owners of the following described rea i Washingtorn,to wit 0 2a Z5 b 27 o block 2 ,a ar r 6c nion Ci ilrtY a pddit[on to union j Recorded in volume 2 f lets rc a e ords of ason C unt owns and operates a wall and ,,in, Public Utility Di N strict 'O.t of [viason County The Supplying water for public use,ks:otivn as the Union m Water system,the point of said well being described The granted he waterwo pp as follows,to wlt: Ste) xhlbit"}3" ` ry grantee is required to keep j v,h[ch well and tfromosasd well fret from pipurties wh h n�g.o bcti_n ells to thcvjor and 1pu is health. 4 the water supplied it is the purpose of these grants and covenants to prevent certain practices hereinafter enurnerated in the use of the said grantors land which might contaminate said water supply- in hand paid er and NOW,THEREFORE, in consideration of one boua (Sl 00) with the 972nntde,titts succe ors and assigns. consideration received by said grantor,the grantor agrees tors,his or her heirs, 3 ih�said land of ti c {! said covenants to run with the land for the benefit of the tend of the grantee,that said pirated to furne comish water for successors and 75 i2; ll not constNot ventty five)feet of the well of the g{an ccrnautaln or suffa to bso long at e o same istopc upon grantors with ( rlvits,septic tanks, public consumption,any potential source o f contamination,such as cesspools,sewers,Q p ens,or other drainfleids,rnatt�t Piles,garbage of any kind or description,barns,chicken houses,e of lr ubbit 1d or dtches,ry chra etnica[s, t p or maintrnance of fowl or w1mals,or storag 9 l enclosures or structi+res for fire keeping herbicl4es,Or lnsectic[des• 1N TNESS WHEREOF,dies inse-ument has been executed oct this S day of T , 1997, GRANTORS,L4�V Aabra Glasser Gcorgc Glasser I i t i c • i i I I STATE OF WASHINGTON ) SS. County of /c i N ) i I,the undersigned,a Notary Public in and for the above named County and State,do hereby ctaify that on this AA.{L day of 12 2r 1 e 19977 personally appeared before me i to me known to be the individuals described in and who executed the wRhtn instrument,and aclmowledge that they signed and scaled the same as their free and voluntary act and deed,for the uses and purposes therein mentioned GIVEN under my hand and official seal this�day of_j}a4.1 1 i 1997. ..����%yl .�� 1 E �F NOTARY PUBLIC in and fo:the State of j ; —'*• P— Washington,residLng at ly h��(!A !�t 5r �'UaL1G My commission expires WAS`����`~ i { 5 it1 _ 1 . a f { i .... ..... .. ... ......�..... m. :n.r rar if, T" Tr1f� i SCALE: 1 =30' j p 15 30 60 JJ AREA Or RCSTRiC77W i VACATED R/W CMNANT .i=1f'* .l�'S�EI'.'�•.'`y ,.a,��i 'F��k. '�,�1;r":r':� •a5}�� �:,t.' i� ,<'�. ,:'. .. ALDERNEYi,�K �� OPEW F?1w OT RV ass Apcp 7g R L t 1 LOGS Q � 4 WELL ,/f � QC Q i 18 19 20 21 22 23 i i ALLEY i UNON WATER SYSTEM - ^!wee. �,,..•r� R AND Aa50CLA IXC, Tmom— '.A• I I"'i OOYF. 'ANT two �,CT 77[f 11I 1 -".p ,w, foe 1r IAH t (, t : t Union Water System Waa d1 POTENTIAL CONTAMINANT SOURCES LISTED BY TYPE LEGEND: 6 s 6 month fixed radius 1=1 year flxad radius - - 5=5 ear fixed radius CATEGORY I-Sources desf pad to dischar a substances y 10=10 year fixed radius _ PRESENT NOT PRESENT DISCUSSION - 1 Subsurface percolation 1 5.10 Resdential septic tanks Injectionwells X Land a icailon X j CATEGORY It-Sources designed to store,treat,anchor dischar a thorough un fanned rwease PRESENT NOT PRESENT DISCUSSION Landfills _ _ X OPonldumps �� X Wood building._debrls Ue no current use Residential I X Surface impoundments X Waste tailings -- II _ X _ -- Waste les I X Material stockpiles I X Graveyards X Animal burial 10 lResIdertial pet burial Aboveground storage tanks X 1 Under round storage tanks ?r 5, 10 _ Residential fuel oil tanks r Cortalners X t O en Burning Sites - -- X Detonation sites X Radioactive disposal sitar X CATEGORY III.Sources designed to retain substances duringtransport or transmission - T- PRESENT NOT PRESENT DISCUSSION Pl�ehnes __ X Materials transport and transfar operations X Hazardous waste_ X Non-hazardous waste I X Non-waste X CATEGORY IV- iources discharging substances as a cons6cluence of other planned actMbos PRESENT I NOT PRESENT DISCUSSION Ire' anon radices 6, 1,5 10 ! Residential Lawr,&Garden Pesticide applications j6, 1:5,10 Residential Lawn&Garden Fertilizer apE ca..ions 16.1,5,iG Residential Lawn&Garden Animal feeding operations i X _ Do-Icing salts _6,?,5,10 Coun Roadwa Urban runoff ! X _ Per.otalien of atmospheric pollutants X Mining and mine drainage X CATEGORY V-Sources proAding cendult or Inducing dischar •throu h al:errative flowPatterns _ ---_ PRESENT Nor PRESENT IDISCUSSION Production wells X Other wells - Construction excavation X improperly abandoned wells — X -- CATEGORY VI•NatLrrarly occurring sources whose discharge is treated and/or exacerbated by human actfvity PRESENT fNOT PRESENT DISCUSSION Ground water-surface water interaction X :a.�:, Natural iaachlrrc� X Saltwater intrusion X / 9512SWH4.xls FIGURE 5.4 Ground Water Contamination Susceptibility Assessment Survey Form Version 2.1 IMPORTANT! Please complete one form for each ground water source (well, wellf:eld, spring)used in your water system. Photocopy as necessary. } PART I: System Information i Well owner/manager : Mason County PUD #1/Duane Nault 'i 4 Water system name ; Union Water System County: Mason Water system number: 5192OW Source number: S02 Well depth: 298 (ft.)(From W i form) Source name: Well #2 WA well identification tag number:g g _� well not tagged < Number of connections: 144 Population served: 330 Township: 22N Range: 3W Section: 32 1/4 1/4 Section: NEk SWk Latitude/longitude(if available): / How.was lat./long. determined? global positioning device survey topographic map other: * Please refer to Assistance Packet for details and explanations of all questions in Parts lI through V. PART 1I: Well Construction and Source Information 1) Date well originally constructed: 11/L/711 month/day/year last reconstruction: /_/ month/day/year information unavailable Survey Form Ver. 2.1 i page t i i ' 1 FIGURE 5.5 i 2) Well driller: Roy Stanfill Drilling well driller unknown 3) Typed well: XDrifted: —rotary _ bored X cable (percussion) _ Dug _ Other: _spring(s) _ lateral collector (Ranney) y • driven _Jetted —other: Additional comments: 4) Well report available? _L YES (attach copy to form) NO If no well log is available, please attach any other records documenting well construction; e.g. boring logs, "as built" sheets, engineering reports, well reconstruction logs. 5) Average pumping rate: 144 (gallons/min) Source of information; Well pump curve If not documented, how w8 pumping rate determined? _ Pumping rate unknown 6) Is this source treated? No If so, what type of treatment: disinfection _ filtration ____carbon filter air stripper _other Purpose of treatment (describe materials to be removed or controlled by treatment): 7) If source is chlorinated, is a chlorine residual maintained: _ YES _ NO Residual level: (At the point closest to the source.) Survey Form Ver. 2.1 page 2 i PART III: Hydrogeologic Information l) Depth to top of open interval: (check one) ____ < 20 ft _ 20-50 ft _ 50-100 ft _ 100-200 ft X >200 ft — information unavailable ('< 'means less than; '> 'means greater than) i 2) Depth to ground water (static water level): t _ < 20 ft _20-50 ft 50-100 ft X > 100 ft _ flowing well/spring (artesian) How was water level determined? well log otter: depth to ground water unknown 3) If source is a flowing well or spring, what is the confining pressure: N.A. psi (pounds per square Inch) or feet above wellhead 4) If source is a flowing well or spring, is there a surface impoundment, reservoir, or catchment associated with this source: YES NO 5) Wellhead elevation (height above mean sea level): 273 (ft) How was elevation determined? ^ topographic map _ Drilling/Well Log _ altimeter X other: 1980 engineering report by Economic and Engineering Services information unavailable 6) Confining layers: (This can be completed only for those sources with a drilling tog, well tog or geologic report describing subsurface conditions. Please refer to assistance package for example.) X evidence of a confining layer in well log no evidence of a confining layer in well log If there is evidence of a confining layer, is the depth to ground water more than 20 feet above the,t< of the opest icntery�l? X YES NO 1"wesrt ceAf-. 7 (ayes? information unavailable Survey Form Ver, 2A page 3 I 1 j l i 7) Sanitary setback: < ib0 ft* % 100-120 ft _ 120-200 ft _ > 200 ft * if less than 100 ft describe the site conditions: d 8) Wellhead construction: i wellhead enclosed in a wellhouse .t x i — controlled access (describe): other uses for wellhouse(describe): no wellhead control 9) Surface seal: i 18 ft < 18 ft (no Department of Ecology approval) 'means less than) — < 18 ft (Approved by Ecology, include documentation) ('<'means less than) — > 18 ft ('> 'means greater than) depth of seal unknown no surface seal 10) Annual rainfall (inches per year): < 10 in/yr _ 10-25 in/yr % > 25 inlyr Survey Form Ver. 2.1 page 4 PART IV: Mapping Your Ground Water Resource iI 1) Annual volume of water pumped: 12. 114G(gallons) How was this determined? T meter — estimated: — pumping rate ( 12. 1MG _pump capacity ( ) X other:(230* ) (144) (365) = 12. 1MG Maximum day e z y usage per Economic and En ineering Services neerin re ort . date gg Calculated Fix r� d October 29, 1980. 2 e� K3�ius" estim�e of ground water movement: (see Instruction Packet) 6 month ground water travel time : 200 (ft) 1 year ground water travel time ; 280 (ft) 5 year ground water travel time: 620 Y g . (ft) 10 year ground water travel time: 880 (ft) Information available on length of screenedlopen interval? X 'YES NO .C2�3'� Length of screened/open interval: Perforations" 259 ' to 265 ' and 279 ' to 296' 3) Is there a river, lake, pond, stream, or other obvious surface water body within the 6 month time of travel boundary? — YES X NO (mark and identify on map), 4) Is there a stormwater and/or wastewater facility, treatment lagoon, or holding pond located within the 6 month time of travel boundary? — YES X NO (mark and identity on map). Comments: Survey Form Ver. 2.1 page 5 I PART V: Assessment of Water Quality 1) Regional sources of risk to ground water: ` Please indicate if any of the following are present within a circular area around your water source having a radius up to and including the five year ground water travel time: i 6 month 1 year 5 year unknown likely pesticide applicationX AL �^ 1 stormwater injection wells other injection wells abandoned ground water well landfills, dumps, disposal areas known hazardous materials clean-up site water system(s) with known quality problems population density > 1 house/acre X X X residences commonly have septic tanks X X X Wastewater treatment lagoons sites used for land application of waste Mark and identify on map any of the risks listed above which are located within the 6 month time of travel boundary? (Please include a map of the wellhead and time of travel areas with this form. Please locate and mark any of the following.) If other recorded or potential sources of ground water contamination exist within the ten year time of travel circular zone around your water supply, please describe: Survey Form Ver. 2.1 page 6 l 2) Source specific water quality records: Please indicate the occurrence of any test results since 1986 that meet the following conditions: (Unless listed on assessment, MCLs are listed in assistance package.) A. Nitrate: (Nitrate MCL = 10 mg/I ) YES NO Results greater than MCL X < 2.� mg/liter nitrate X ? 2-5 mg/liter nitrate X > 5 mg/liter nitrate X _ Nitrate sampling records unavailable B. V OCs: (VOC detection level 0.5 ug/l or 0.0005 mgA.) YES �IQ i Results greater than MCL or SAL X VOCs detected at least once X VOCs never detected _ VOC sampling records unavailable C. EDB/DBCP: YZ NO (EDB MCL = 0.05 ug/l or 0.00005 mg/l. DBCP MCL — 0.2 ug/I or 0.0002 mg/l.) EDB/DBCP detected below MCL at least once g EDB/DBCP detected above MCL at least once x EDB/DBCP never detected R EDB/DBCP tests required but not yet completed X_ EDB/DBCP tests not required D. Other SOCs (Pesticides): YES NO Other SOCs detected X (pesticides and other synthetic organic chemicals) X Other SOC tests performed but none detected (list test methods in comments Other SOC tests not performed If any SOCs in addition to EDB/DBCP were detected, please identify and date. If other SOC tests were performed, but no SOCs detected, list test methods here: 2 .,� r,3J 515. Survey Form Ver. 2.1 page 7 .:.. ... . . .... _ .. .. • .... ........ ......... . i E. Bacterial contamination. YES NQ An bacterial detections to the past y ( ) � p . years in samples taken from the source (not distribution sampling records). X Has source (in past 3 years) had a bacteriological contamination problem t)und in distribution samples that was attributed to the source. X — Source sampling records for bacteria unavailable i Port VI: Geographic or Hydrologic Factors Contributing to a I Non-Circular Zone of Contribution The following questions will help identify those ground water systems which may not be accurately represented by the calculated fixed radius (CFR) method described in Part IV. For these sources, the CFR areas should be used as a preliminary delineation of the critical time of travel zones for that source. As a system develops its Wellhead Protection Plan for theses sources, a more detailed delineation method should be considered. 1) Is there evidence of obvious hydrologic boundaries within the 10 year time of travel zone of the CFR? (Does the largest circle extend over a stream, river, lake, up a steep hillside, and/or over a mountain or ridge?) _ YES X NO Describe with references to map produced in Part IV: 2) Aquifer Material: A) Does the drilling log, well log or other geologic/engineering reports identify that the well is located in an area where the underground conditions are identified as fractured rock and/or basalt terrain? _ YES X• NO B) Does the drilling log, well log or other geologic/engineering reports indicate that the well is located in an area where the underground conditions are primarily identified as coarse sand and gravel? YES X NO Survey Form Ver. 2.1 page s 1 S 3) Is the source located in an aquifer with a high horizontal flow rate? (These can include soured lo-aied kin flood plains of large rivers, artesian wells with high water pressure, and/or shallow flowing, wells anti springs.) YES X NO { 4) Are there other high capacity wells (agricultural, municipal and/or Industrial) located within the CFRs? a) Presence of ground water extraction wells removing more than approximately 500 gallmin within... {� YES NO unknown 1 < 6 month travel time X t 6 month-1 year travel time X 1-5 year travel time _ X 5-10 year travel time _ )L b) Presence of ground water recharge wells (dry wells) or heavy irrigation within... YES NO unknown < 1 year travel time X 1-5 year travel time 5-10 year travel time Please identify or describe additional hydrologic or geographic conditions that you believe may affect the shape of the zone of contribution for,this source. Where possible, reference them to locations on the map produced in Part IV. a Survey Form Ver. 2.1 page 9 i t I .i Suggestions and Comments Did you attend one of the susceptibility workshops? — YES _ NO Did you find it useful? YES NO iDid you seek outside assistance to complete the assessment? _ YES — NO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - This form and instruction packet are still in the process of development. Your comments, suggestions and questions will help us upgrade and improve this assessment form. If you found particular sections confusing or problematic please let us know. How could this susceptibility assessment be improved or made clearer? Did the instruction package help you find the information needed to complete the assessment? How much time did it take you to complete the form? Were you able to complete the . assessment without additional/outside expertise? Do you feel the assessment was valuable as a learning experience? Any other comments or constructive criticisms-you have would be appreciated. i Survey Form Ver. 2.1 page to i �ev~s�d 2ot1 ?.U.D No. J of, tiAtion CcutlLy AdQr-- S L,11 IZ Eli... hLL 2 C-3, Ste I Loa. V11. A 111, ...... ......... R.ly W-W, 3r., -,rios ov WIU1. syl RALrbor Union CifYkAjjyj�y Additioa 11 a r aubdivW00 corner 4QrCISED USE: D---- (I Lidutal C3 ""I" CD (10) WELL LOG: IrrigaUca C] Teat Well rarni&LJaa, Dag"Jtjg tjjj Cajor, ChafCCIdf, StZd Of MCt4rLal umd struct—S• and shuw thLck".m of aqul/,ITI and the ki.d and of the —f—t4l In ..r1% Acratu, P4�(Tat#41. w th GS hurt o.4 tirV for tech cl,a.i. of forma Hot. Owned a nwrb.( of well TO i�rz OF WORK. 0 1.— .. :. - MA.TERIAL FROM Of 11-6 L:%A. oriel...- New well In wAthod; Dug pp Elr:l 0 0 Do"A104 0 cb" II Driven ❑ -Top soil, *and L gravel Racanditio4led C) R.atAry 0 Jetted ❑ Hard Pan EhULNSIONS, DLA"4149 Of wall "hee. CemAnt4d- 5111 L trayal 18::1 .60 q�4yj_jL-tk _little vs tar 40)— 62 uL.4—. 294 , +.1 Cljky& gravel 62 9 with vatar - DNSTRUCTION DETAILS. -qK*yql 5 9 Q 1 fy--A�&r a vt 1 L&irLg installcd. .—J.6 Di&m. train 65 139 Dtam. fro.", A. m ±1 39 146 wejdac Q ............ Dfara. from ............ tL to ,. ft. Irown -clay & trave 148 259 ClAy- & K_ravqt 1 with watt r 259 265 erforatloas; Yee a No Clay 4,__Lravel 265 278 Tyve at pertQc4tQr used. - �illa Knife a= Of P4X1A1Z&U40A ........ In. by A In. _qdj clay gravel water 278 297 _Hard PAU 297 29.8 I-Is "rfarauans train PQrfQC&fiQ0A grain n. to ft. <-rccma: Y., 0 No (I ft. to ft. Blot IxOrn son. SIQC six* from iL to tL travol packed: Y"0 NQ x BL"at gravel: Gravel Plaxod trOm ---— ft. to It. lu.rfacc imsih Y.13 No 0 To what depLhl U.t.rul Vaal in seal.- Rdst-1 tA.----- u44j guy strata canWa unu"bla wetarl Y04 C) No 0 TYP4 of WaLar?.— Depth of Kctha4 at 0*&1Lr14 strata ruw; Type. ala-Vatima below top 61 W4U 17 17 L aa pressure lbs. peg Square Wch Data— "eap-a water ta wakva*d br---- (c;*P"-V-L1*v`4. q*t*4—.) DVAWd4Wn iS LJPA�nt Water 14V41 U Oc VV'ELL TESTS: Jawjro4 below Static 14V41 t. 27 71 1 Pump feet madal Yes X Na 0 U Y by whoial. draw" afar h, WELL DRILLER'S STATEMENT; %00 %._I_/MI. with 3 -- This well waa drilled under my jurlsdiction and this report is true to the beat of my knowledge and b4licl. very data (UfT%A liken as LCfQWh%n pump turned 04) (water level Lassur.4 from WeL top to cater L4v4l) Dri lli ling eN Watqr L&vdi TAma W4&cr LAvwtTon4 Wj"r ""t (Pesos, ..... .. firm. or cQrpor&U—) (TYP4 or Print) ........... .......................... .... . .......... .................. ............. 34teof tort ......... .................................. .............................. ..... .. (Well DrIL14rl it loot....... g&I/Inkn. with_ fl. dia�down alter— ....... p,ra. Date 19 71 alas gave_.p4raturg 91 W&Lar. Wu a ch4,ntcAj attsly%4 rn&da? Yea 0 Nol) -.QQ4 .011........ Dateh9v- IU!-E ADULTIONAL %t1t:1717S IF NECKSSARYi FIGURE 5.6 File Original and First Copy with I •i c_� },;" the Division of Water Resources vVAT�; WELL REPOR Third Lk Second Copy—Owner's Co ' wDR> at►o PY Copy—Driller's Copy .,� , ., •" STATE OF WASEMNGTON (1) OWNER: Name _...- „r�,'a __ ``. ._......_...__. _.._......_..—__......__.._ ..._._.._._ ----...... Address— - (2) LOCATION OF WELL: county....__._.._...: - «...__ �_. iw ing and distance from section or subdivision corner , (3) PROPOSED USE: Domestic ❑ Industrial ❑ Municipal ❑ (10) WELL LOG: `H'y • _ .:.�a .�...»as_ Irrigation ❑ Test Well ❑ Other ❑ Formation:Describe by color,character sts�ojtnq},er{sirgrit} show thickness of agttiters and the kMand nature of the mafaiitil f doch s" (4) TYPE OF WORK: o stratum penetrated, w{th at least one entry for each rhrn e of rac n Owner's number of wellfO (if more than one). .. L _ ._.._.........._..._ MATERIA New well ❑ Method: Du FRQDS ' TQ g ❑ Bored ❑ t Deepened ❑ Cable ❑ Driven ❑ *.', i r•p t Reconditioned ❑ Rotary❑ Jetted ❑ , (5) DIMENSIQNS: Diameter of well _ inches. — - Drilted....... ..... _.fit. Depth of completed well.._ (6) CONSTRUCTION DETAILS: Casing installed: ....._......_ Diam. from .----------- ft. to ............... it. Threaded ❑ Diam. from It, to _-..._..._.. it. i' w Welded❑ ................. Diam. from .._....__.... ft. to ......... It. :,-,s r Perforations: Yes ❑ No_.❑ ... Type of perforator used_... ....... ... SIZE of perforations ......_............—. __.....-----..._ perforations from _..... . ft.to __....__...____ perforations from ............_......... ft.to perforations from _................._. ft.to tt. Screens: Yes ❑ No ❑ - — - :! Manufacturer's Name__ r__..—._...—....._............._............ :'!: >.;. ;, �?'• a T e -------- ... ...—................. Model No ....:.,. .. .-cz Dtam. .._ Slot size _. _.from ._..._....._.ft. to ---...—... ft. Diam. Slot size __«__.,from ft.to .__._—._ !t Gravel packed: s . � Yes ❑ NO 0 Size of`rave]:_._._.._..._....._. ,...,.. . .. ...:' :+. :.. Gravel placed from ft.to ft. ' Surface seal • Yes [] No ❑ To whit depths ----.._.._........_ it. _� :'• . . 1 •:. . ... '1='•-'i Material used in seal.. Did any strata contain unusable water? Yes❑ No ❑ _ `'•1 Type of water? ----------..-............._... Depth of strata ..___._....._—«._ a Method of seating strata off..................._......._...... •� �t:�,� (7) PUMP: Manufac I turer's Name...._..._._..................._....._—...... .—.._.•....�. .- a.. •��:= � Type (8) WATER LEVELS: Land-surface elevation above mean sea level... `.i _— -- - Static level ..................._.._...._------ft. below top of well Date... __ _ :' �,. .`•1S. .„* r i Ay Artesian pressure .—._.__.._.__....-.tbs. per square Inch Date..-_..r Artesian water is controlled by.. ..--.--..........._ . M. " (9) WELL TESTS: Drawdawn is amount water level is -- lowered below static level ! Work started...._.._—.:.--- 19 _=-- Completed S het ,.�_.__. 1?- -�r•.'Was a pump test made? Yes ❑ No ❑ If yes, by whom?........ ....... .............. Yield: gal./nun. with ft. drawdown after his. WELL DRILLER'S STATEMENT: ' - - - - This well was drilled under my jurisdiction and Ihi� true to the best of my knowledge amd be11eL Recover data (time taken as zero when ozs y pump turned oft) (water level •.... .✓h. measured from well top to water level) Time Water Lesei Time Water Level Time Water Level NAME.. ............_......:._ _...� � (Person 1ir+n,or corporation) (T i t ............. Address...._.... _ . .. ... -I ! `fit a; ate of test .. w . _..._. .— -• [Signedj....:...«:*._ .. •'rtw.r..y�t(rlaTl D�tlllsfl gee Bailer test. ........_..._Sal./min.with..----•-.__. ft. drawdown after._...... _. tire. ' r 4y` s Artesian Row....._....____... �,p m. Date___........... .._..__...._.......... s Temperature of water..._.........Was a chemical analysis made? Yes Q No Q License No._.._„ w .,._••_•_�;-DitE a..�..,. �s (USE ADDITIONAL sHEErs IF NECESSARY) ( )-2-66-5M. 4516.S,T.No.7356— Rev.2-88 S Z�1P= U!J10�1 Ii.IEL� 2- Foam Lbe Statutory Warranty Deed ,k.. #34835. THE l-,FANFOR s, Marcel P. Fassio and Velma L. Fassio, husband and wire now and at all times since acquiring title to the within described -i l e� t� �r� din c'n;lie aAn of $10.00, lawful money of the United States, in hand paid, conveys and warrants to PUBLIC UTILITY DISTRICT NO . 1, of Mason County, Washington, a municipal corporation, the fallowing described real estate, situated in the County of Mason State of Washington: Vacated Lots six (6) to ten (10), both inclusive, and all. those � portions of vacated Lots eleven (11) and twelve (12 ), lying Westerly of the Westerly right-of-way line of the County Road ; all in Block seven (7 ), Grays Harbor and Union City Railroad Addition to Union l City, accordin to the recorded- plat thereof in the office of the Auditor for said Cofatn#y and State, Volume 2 of Plats, page 1, exce ptin therefrom portion of vacati;d alley a d joining said Lots on the �v-UyF ,'� and exceptinq portion of vacated Alderney Street adjoining said Lots on the i1orth. TOGETHER WITH, a perpetual easement for construction, operation and maintenance of an underground water and power utilities on t he South fifteen (1S) Feet of Alderney Street between the West line of the McReavy County Road No. 5767 and a line 100 feet !test of the rest line c,' Tacoma Street; all in the Plat of Grays Harbor and Union City Railway Addition to Union City, Volume 2 of Plats , page 1. AS A PART of .the consideration for this deed, Grantors covenant and agree not to construct or allow the construction of septic tanks and/or drainfields or any other facilities detrimental to the operation of Grantees water well within the South 10 feet of Lctt s 23 to 25, both inclusive, Block 4; within the East 5 feet of Lot S Block 7; within the alley between Lots 7 to 12, both inclusive and Lots 21 to 26, both inclusive, Block 7 ; and with-in Alderney Street between Lots 6 to il, bott, inclusive, Block 7 -and Lots 23 to 27, both inclusive, Block 4; all in sal: Plat of Grays -Harbor Ad Union City Railway Addition to Union City, Volur.- i Z Mated t PESR 1. dgy of January, 1972 . The Grantee by acceptance of this deed agrees not to construct a water storaga , reservoir on said .premises ; said restriction to ran with the title to y; said real estate,. and be binding uponx __, Grantees successors and assigns. i STATC OF WASHINGTON, 1 1 County of MASON �u On this day personally appeared before me MARCEL P. FASSIO and JEL}1A L. FASSIO, husband and wife, to me Known to he the individual S described in and who eseccted the withir. and foregoing inwrsrrurr< anrt acktn,tvlc•.{grd that they signed the vlme as the it free and vrluntary act anyJ deev• 'w :iw ' .rr; 117d purposes therein mentioned. a:%A I,t['t EN under my hand and official seal this 5th day of January , 197" . � Notary PuNic in and ]or 4,M S! o/ Wath:ngion, r:jiding at Shelton. FIGURE 5.7 FILE MEMO. WELL 2 UNION i THE RESTRICTIVE COVENANT WAS SENT TO MASON COUNTY FOR RECORDING ON f APPROXIMATELY 11/11197. THE RECORDED DOCUMENT HAS NOT YET BEEN RETURNED FROM THE COUNTY AND IT SHOULD 1AKE APPROXIMATELY 10 DAYS FOR THIS TO OCCUR. TERRY WEEKS 11/13197 I i i i 11 i I i 1 y*1A j i I iI 1 ! A G R E E M E N T WHEREAS, M. P Fassio and Delma L. Fassio executed on August 9, 1971 an option agreement with the Public Utility District No.. 1 of Mason County, Washington, providing for the purchase of the following described property i 1 situated in Mason County, Washington, to-wit: Lots 6 through 10 and portions of Lots 11 and 12 West of McReavy Road, Block 7, Grays Harbor and Union City Railway Addition Section 32, T22N, R3W, W.M , together with the vacated alley and street adjacent thereto. and, i WHEREAS, it is now the desire of the Fassios to retain ownership of the vacated alley and street for the purpose of dedicating the same to the County of Mason for road purposes, It is hereby agreed that the alley and street above mentioned be deleted from the property to be purchased. In consideration of the aforesaid modification of the option agreement between the parties hereto: l . The Fassios will covenant not to construct or allow the construction of septic tanks or drainfields or any other facilities detrimental to the operation of the PUD water well within the South loft of Lots 23"through 25, Block 4; within the East 5ft of Lot 5, Block 7 ; within the alley between Lots 7 through 18- and Lots 21 through 26, Block 7; and within Alderney Street between i { Lots 6 through 11, Block 7, and Lots 23 through 27, Block 4, all in Grays Harbor and Union City Railway Addition and all in the NE4 SW4, Section 32, T22N, R3W, W.M. , and that this covenant will run with the land to which it pertains. . 1 Agreement: 2. The Fassios will grant an easement to the PUD providing for the ......5 construction, operation and maintenance of underground water and power utilities on Alderney Street between the West line of McReavy 4 County Road No. 5767 and a line 100ft West of the West line of t Tacoma Street all in Grays Harbor and Union City Railway Addition and all in the NEiSWf, Section 32, T22N, R3W, W.M. 3. For the purpose of determining the purchase price of fractional Lots 11 and 12, the $900.00 per lot will be in proportion to the percentage i of the lots West of the McReavy Road. ' All other provisions of the agreement, dated August 9, 1971 will remain unchanged. i Dated this �� day of December, 197). s PROPERTY OWNERS: PUBLIC UTILITY DISTRICT NO. 1 of Mason County, Washington F 3 M. P. Fassio (Husband) President Delma L. Fassio (Wife) Secretary Commies ssioner i i i Union Water System Well#2 E POTENTIAL CONTAMINANT SOURCES LISTED BY TYPE LEGEND: 1 6=6 month fixed radius " 1-1 year fired radius CATEGORY I-Sources designed to discharge substances` 5=5 year fixed radius --- --- ---- 10-10 year fixed radus - PRESENT NOT PRESENT DISCUSSION -" -- Subsurface percolation 6,1,5,10 Residential Sof tic Systems - In'ectlon wells l X Land a l;cation - X i CATEGORY 11-Sources designed to store,treat,a xflor ditcher a thorou unplanned release -� PRESENT _ NOT PRESENT DISCUSSION _ Landfills - _ X O n dumps X Residential X Surface Impoundments X Waste tailings _ X Waste piles X Material stockpiles _ I X Graveyards --ti - X Animal burial - -- - 6,1,5,1u f -- _-_ Residential burial Aboveground stora a tanks _ -----X-- -Residential f _ _-- Undend storage tanks fi,1,5,t0 Residential fie;oil tanks Containers _ X Open Bu"ng Sites X Detonation sRds l-^ X Radioactive disposal sites X i i CATEGORY Ilt-Sources dosed to retain substances during Vansport or transmission PRESENT NOT PRESENT DISCUSS-ON Pipelines X { Materials transport and transfer operations X Hazardous waste X Non-hazardous waste - X Non-waste _ - X r CATEGORY IV•Sources oischar in substances as a tense ante of other planned activities PRESENT NOT PRESENT DISCUSSION i Irr' ation practices 6,1 5,10 Residential lawn b garden Pesticide applications 6 1,5,10 Residential lawn b garden Fort lzer a icat one 6,S,5,10 Residential lawn b garden I Animal fa@dirvg operations __ X De4u4ng saps _ 6,1 5,10 _ County Roadwayj Urban runoff X Percolation of atmosptwric pollutants X WIN and mine drama e X CATEGORY V-SouTxxs orovtdlnq conduit Torind_ucinQ discharge thro h aiternatrve bow patterns - ------ PRESENT NOT PRESENT )DWUSSION Production weft X Other waits X Construction excavation X lrnproEvly abandoned wells X CATEGORY VI-Naturall occurri sources whose discharge Is created andror exacerbated by Carman activity P_RES_ENT NOT PRESENT DISCUSSION Ground water-surface water interaction X Natural leachin _X Saltwater fntr.rsior. f X 95125WP4.x1s FIGURE 5.8 Li V.T 16L v fw F,p SE E 4f PK sr�y % WON.*,- KWV AVE ow- L sr. N XALf I'-3W• —------------- ALOCq(Y Si. v ENTM FFC WCeAKr fsr 1, 6 A,10,y 200 f VWrM ELOW-CFF/IrTANOPM E*ffTM GATE VALVE EWTM PRV VALVE \ �.\ ��....- ��t� \�� I V ___.--- ----Aw Sr. � /��SO.,p i ——————— E)NTM WATEFLNE 4b rurm wATPR 99MM E)31TM KK:�� E)39TM YACkA.0 EFEAJTR s K - -------------- To- b LDCPMM4/8Z93 UNION WATER E)IST91BUTK:)N SYSTEM 920" JEROME W. MORRISSETTE AND ASSOCIATES INC. P.S. -e-b.w� CIVIL AND MUNICIPAL ENGINEERING AND PLANNING-rl xc m Ul Chapter 6 Operation and Maintenance Program PUD#1 of Mason County Union Water System Plan-Part 8 CHAPTER 6: OPERATION AND MAINTENANCE PROGRAM The ability to properly operate and maintain a public water utility is a critical component of the Water System Comprehensive Plan. In years past, many utilities performed maintenance on an "as needed" basis with little emphasis on water quality, preventative maintenance, emergency planning or cross connection control. The climate in which water utilities now operate differs from that of 20 or even 10 years ago. A growing regulatory burden, increasing operation costs and aging infrastructure now demand water utilities have in place an organized, effective and efficient operation and maintenance program. Presented in this Chapter is the Union Water System's operation and maintenance program. Where appropriate, recommendations to improve the existing program will be made. A schedule to implement those recommendations will be set forth. 6A. Water System Management and Personnel Table 6.1 Key Personnel POSITION NAME Commissioner Jack Janda Commissioner Ron Gold Commissioner Karl Denison General Manager Steven Taylor Director of Water Operation, Licensed Professional Engineer Jocelyne Gray Director of Finance/Customer Services Greg Kester Water Distribution Manager 2, Cross Connection Control Roy Munch Specialist 1 Water System Tech Level 5, Water Distribution Manager 2, Cross Barney Bruff Connection Control Specialist 1 Water System Tech Level 5, Water Distribution Manager 2, Cross TJ Goos Connection Control Specialist 1, Backflow Assembly Tester Engineering Technician Brandy Milroy 68. Operator Certification WAC 248-55, Waterworks Operator Certification, requires larger public water systems in Chapter 6:Operation and Maintenance Program -2- PUD##1 of Mason County Union Water System Plan-Part 8 Washington State to retain in their employment individuals who are certified, by examination, as competent in water supply operation and/or management. The Washington State Department of Health determines the level and number of certified positions based on the population and complexity of the water system. The Water Company is currently in compliance with state certification requirements. Mason County PUD No. 1 has three water system techs Level 5 and water distribution managers Level 2. 6C. System Operations and Control Refer to Chapter 6, page 35, of Part A of the Comp Plan for the routine system operation and preventive maintenance program. Refer to Chapter 1, Section 1C Inventory of Existing Facilities for the major system components for Union Water System. Equipment, supplies, and chemical lists are as follows for the Union Water System: TYPE OF SUPPLIES NAME/LIST OF CONTRACTORS/SUPPLIERS PHONE NUMBER ERT Meters General Pacific (Lori Teel) (800) 547-9744 Water Parts HD Fowler(Frank) (360) 377-4507 Water Parts HD Supply (Craig) (800) 772-6004 Water Parts Furgeson Supply (Rob) (360) 456-2960 Pumps and Related Parts Arcadia Well Drilling (Billy Neal) (360) 426-3395 6D. Comprehensive Monitoring Plan Refer to Chapter 6, pages 36— 38 of Part A of the Comp Plan for the water quality monitoring information. Refer to the included Coliform Monitoring Plan and the water testing schedule for Union Water System. 6E. Emergency Response Program DOH Publication #331-211, Emergency Response Planning Guide for Public Drinking Water Systems (May 2003), prohibits the submittal of complete emergency response plans to DOH. A general description of the plan follows. Chapter 6:Operation and Maintenance Program -3- PUD#1 of Mason County Union Water System Plan-Part 8 6E.1 Water System Personnel Emergency Call-up List Fire District No. 6 50 E Seattle ST PO Box 39 Union,Washington 98592 (360) 898-4871 Washington State Patrol— District 8 4811 Werner Road, Bremerton, WA 98312 (360) 478-4646 Mason County Emergency Management W. 100 Public Works Drive Shelton, WA 98584 (360) 427-9670 Department of Health Regina Grimm—Regional Engineer (360) 236-3035 Corina Hayes—Regional Planner(360) 236-3031 Physical Address: Southwest Drinking Water Operations 243 Israel Road S.E. 1st floor Tumwater,WA 98501 Mailing Address: Southwest Drinking Water Operations P.O. Box 47823 Olympia, WA 98504-7823 Chapter 6:Operation and Maintenance Program -4- PUD#1 of Mason County Union Water System Plan-Part B Table 6.2 Water System Personnel Emergency Call-Up List NAME JOB TITLE PHONE NUMBER WATER SYSTEM EMERGENCY RESPONSIBILITIES Steve Taylor General Manager Main:(360)877-5249 or Overall management of PUD No. 1; District (800)544-4223 spokesperson to public and media.All external communications to be approved by General Manager. locelyne Gray Director of Water Main: (360)877-5249 or Responsible for operating water system Operations, PE (800)544-4223 and providing recommendations to the Cell: (360)561-3567 General Manager. Implementing Emergency Response Plan. Responsible for engineering design and review. Roy Munch Emergency Main:(360)877-5249 or Responsible for performing inspection, Water Tech 5,CCS, (800)544-4223 relaying critical information,assessing WDM 2 facilities and providing recommendations to Director of Operations.Contacts customers onsite. Barney Bruff Water Tech 5,CCS, Main:(360)877-5249 or Crew;responsible for maintenance, repair, WDM 2 (800)544-4223 and sampling.Contacts customers onsite. TJ Goos Water Tech 5,CCS, Main:(360)877-5249 or Crew; responsible for maintenance, repair, WDM 2, BAT (800)544-4223 and sampling.Contacts customers onsite. Brandy Milroy Engineering Main:(360)877-5249 or System mapping, CAD,&GIS Technician (800)544-4223 Teresa Hummer& Customer Service Main: (360)877-5249 or Receive calls during business hours; Shiane Dragoo Reps (800)544-4223 contacts customers regarding emergencies Dispatch Main:(360)877-5249 or Receive calls after business hours when (800)544-4223 office is closed. 6E.2 Notification Procedures Page 39 and 40, Section 6D of the Comp Plan provides a description of the notification procedures to be utilized for emergency situations. 6E.3 Vulnerability Analysis The District's Emergency Response Plan has vulnerability assessments for all its water systems. A complete vulnerability assessment is located in the District's Emergency Response Plan. Chapter 6:Operation and Maintenance Program -5- PUD#1 of Mason County Union Water System Plan-Part B Union Water System Information System Identification Number 5192OW Public Utility District No. 1 of Mason County Address N. 21971 Highway 101 Shelton, WA 98584 Directions to the Union Water System North on US-101,go East on WA 106E Union Water System has two wells; well no. 1 located near the corner of Alderney Street and Basic description and location of system Port Townsend St. and well no. 2 located west of facilities McReavy Road and south of Alderney St.The tank site is located with the booster pumps on the north side of E. Union Heights Drive. Service Connections 206 existing connections System Owner PUD No. 1 of Mason County Emergency Contact Information 360-877-5249 or Jocelyne Gray 800-544-4223 Barney Bruff The loss of a major water system component can be due to a result of: • Power failure • Accident • Fire • Natural disasters including floods and earthquakes. The review within this section does not include natural disasters. It would be unreasonable that normal service levels be obtained immediately after a natural disaster. Source The Union Water System provides some water source redundancy in that two wells are in operation to service customers, however, the loss of well 2 would be a much larger impact to the system than the loss of well 1. Transmission Mains The Union Water System does not consist of a dedicated transmission main. Distribution piping of various sizes supplies water to customers. The distribution system contains limited loops. Chapter 6:Operation and Maintenance Program -6- PUD#1 of Mason County Union Water System Plan-Part B A water main break could have a significant impact to the customer's water service. Should a main break occur near the beginning of the system, a majority of the customers would lose service until the break is repaired. Booster Pump Station One booster pump facility provides service to the upper zone of the water system. The loss of these pumps could have a significant impact to the water services these customers. Storage Reservoir One storage facility serves the water system. The loss of the facility could impact the water service for the customers. Summary The analysis verifies that the Union Water Service is vulnerable to reasonably anticipated conditions. However, the water system is relatively small and PUD No. 1 has accepted these conditions. 6EA Contingency Operational Plan Union Water System currently has an emergency backup generator located at each well site to be used during a power outage. In the event that normal operational procedures cannot be followed, the procedures outlined in Chapter 6D pages 39 — 40 of the Comp Plan shall be followed. 6F. SafetyPr ocedures Pro Safety of personnel, equipment, and materials is of the utmost importance for PUD No.1 "The Mission of Mason County PUD No. 1 is to provide electric, water and other utility services as efficiently and as reliable as possible. To accomplish this mission, the following elements and goals are set forth to support customer service and promote employee involvement and pride in the utility. 1. Safety is a primary concern in our industry and shall be promoted through education, training and use of safety equipment to secure the welfare of employees and the community. Chapter 6:Operation and Maintenance Program -7- PUD#1 of Mason County Union Water System Plan-Part 8 2. Deliver reliable service in a manner, utilizing the safest methods and p g materials within the limits of available resources. 3. Practice sound financial management and monitor expenditures to maintain the lowest possible rates and fees for our customers. 4. Exercise extraordinary customer service by efficiently responding to our customer's needs with competency, honesty and integrity. 5. Promote public power in our community. 6. Employee Development - Encourage continued education and training to maintain a positive working environment and a productive organization. Support employee involvement in developing and achieving our goals and objectives. 7. Employee interest, communication and motivation is essential." Refer to http://masonpudl.org/whatisapud.html for additional information. Potential Work Place Hazards and Special Safety Procedures Field personnel encounter a variety of potential hazards while performing their daily duties. A list of the potential work place hazards and the special safety procedures for each are listed below. Potential Work Place Hazard Special Safety Procedure Chlorine (NaOCI) Paragraph 7, MSDS Sodium Silicate (Na2SiO3) Paragraph 7, MSDS Household Chemicals in Small Amounts IAW WAC 296-24, Part E Heavy Equipment IAW Manufacturer's Instructions Confined Space IAW WAC 296-809 Manholes PRV vaults Meter Vaults Tank Cave In IAW WAC 296-155 - Part N Traffic IAW WAC 296-155 - Part E Asbestos-Cement Pipe IAW WAC 296-62, Part 1-1 Electrical IAW WAC 296-24, Part L Pumps P Generators Control Panels Chapter 6:Operation and Maintenance Program -8- PUD#1 of Mason County Union Water System Plan-Part B Construction Equipment Maintenance Equipment Falling IAW WAC 296-24, Part J-3 Harness lifelines lanyards Power Tools IAW WAC 296-24, Part I and Manufacturers instructions Exposure (Weather) IAW WAC 296-62, Part J-1 Exposure (Noise) IAW WAC 296-817 Material Safety Data Sheets (MSDS) Material Safety Data Sheets for all chemicals used in the workplace are with field personnel or can be accessed by management. Safety and First Aid Equipment First Aid Kits (In each vehicle) Respirators CO2 Monitors Extraction Devices Trench Shields Lock Out/Tag Out Materials Personal Protective Equipment Fire Extinguishers Traffic Control Devices Binders and Safety Chains Asbestos-Cement Disposal Bags Harnesses and Lanyard Ropes Ventilation Blowers Trench Extension Ladders Safety Training Monthly safety meetings are conducted in accordance with WAC 296-800-13025. At these meetings, the topics covered and actions taken are as follows: • Review safety and health inspection reports to help correct safety hazards. • Evaluate the accident investigations conducted since the last meeting to determine if the cause(s) of the unsafe situation was identified and corrected. Chapter 6:Operation and Maintenance Program -9- PUD#1 of Mason County Union Water System Plan-Port B • Evaluate the workplace accident and illness prevention program and discuss recommendations for improvement, if needed. • Document attendance. • Write down subjects discussed. Miscellaneous PUD No. 1 adheres to all Occupational Safety and Health Administration (OSHA) and Washington Industrial Safety and Health Act (WISHA) regulations. 6G. Cross-Connection Control Program Refer to Chapter 6 Section 6E, page 40 of Part A of the Comp Plan for the cross-connection control program. 6H. Customer Complaint Response Program Refer to Chapter 6 Section 613, page 36 of Part A of the Comp Plan for the customer complaint response which is included in the recordkeeping and reporting section. 61. Recordkeeping and Reporting Refer to Chapter 6 Section 613, page 36 of Part A of the Comp Plan for the recordkeeping and reporting. 6J. Operation and Maintenance Improvements There are currently no improvements proposed for the operations and maintenance of the Union Water System. Chapter 6:Operation and Maintenance Program -30- PUD#1 of Mason County Union Water System Plan-Part 6 Coliform Monitoring Plan A. System Information 1. Water System Name: Union 2. System ID Number: 5192OW 3. County: Mason 4. Sources: i. Source Name: Well#1 Well#2 ii. DOH Source Number: S01 S02 iii. Source Category: Well Well iv. Source Location: See Map Below See Map Below v. %, %Sections: NW, SE NE, SW vi. Section: 32 32 vii. Township: 22N 22N viii. Range: 3W 3W ix. Well Depth: 154 ft 297 ft 5. Reservoirs: 88,000 gal 6. Pressure Stations and Zones: 8 zones, 9 PRVs 7. Treatment: None 8. Population and Connections by Pressure Zone i. Zone 1 1. Active Residential Population Served: 46 2. Residential Service Connections: 20 ii. Zone 2 1. Active Residential Population Served: 53 2. Residential Service Connections: 23 3. Non-Residential Service Connections: 1 iii. Zone 3 1. Active Residential Population Served: 104 2. Residential Service Connections: 45 3. Non-Residential Service Connections: 2 iv. Zone 4 1. Active Residential Population Served: 81 2. Residential Service Connections: 35 v. Zone 5 1. Active Residential Population Served: 71 2. Residential Service Connections: 31 3. Non-Residential Service Connections: 1 vi. Zone 6 1. Active Residential Population Served: 18 2. Residential Service Connections: 8 vii. Zone 7 1. Active Residential Population Served: 7 2. Residential Service Connections: 3 viii. Zone 8 1. Active Residential Population Served: 78 2. Residential Service Connections: 34 3. Non-Residential Service Connections: 4 ix. All Zones 1. Active Residential Population Served: 458 2. Residential Service Connections: 199 3. Temporary/Transient Users: 250-1400 Chapter 6:Operation and Maintenance Program -11- Iq PUD#1 of Mason County Union Water System Plan-Part 8 4. Regular Non-Residential Users: 12-20 5. Commercial/Institutional Service Connections:8 6. Total Service Connections: 207 B. Sampling Information 1. Minimum Number of Routine Monthly Samples i. One (1)when NO samples with a coliform presence were collected during the previous month ii. Five (5)when ANY samples with a coliform presence were collected during the previous month 2. Total Number of Routine Sample Sites: 3 3. Location of All Routine Sample Sites: See Below 4. Number of(daily,weekly, bi-weekly) Samples: N/A 5. Monthly Rotation Cycles: See Below 6. Repeat Sampling Site Availability: i. Repeat sample sites are available upstream and downstream of all routine monthly sample locations. See below. ii. Both wells can be sampled as necessary. 7. Location of Addition Routine Sample Sites: See Below 8. Location of First Service Connection: N/A C. Plan Preparation Information 1. Name of Plan Preparer: Jocelyne Gray, PE 2. Title or Position with System: Director of Water Operations 3. Preparer's Daytime Telephone: (360) 877-5249 4. Date(s) of Plan Preparation and/or Modification: 12/28/2009 5. Name and Office of Reviewer: N/A 6. Date of Last Review: N/A Chapter 6:Operation and Maintenance Program -12- PUD#1 of Mason County Union Water System Plan-Part 8 COLIFORM MONITORING PLAN NAME OF SYSTEM: UNION # 5192OW SET SAMPLE LOCATIONS: #1 UNION HEIGHTS BOOSTER STATION (ZONE 1) repeat locations SAME 1A)#1 DWNSTRM 16) 316 E UNION HEIGHTS DRIVE UPSTRM 1C) 251 E UNION HEIGHTS DRIVE RAW WATER 1D) WELLS 1&2 #2 170 E WARREN DRIVE (ZONE 4) repeat locations SAME 2A)#2 DWNSTRM 26) 150 E WARREN DRIVE UPSTRM 2C) 180 E WARREN DRIVE RAW WATER 2D) WELLS 1&2 #3 4987 E HIGHWAY 106(ZONE 8) repeat locations SAME 3A)#3 DWNSTRM 36) 4983 E HIGHWAY 106 UPSTRM 3C) 5001 E HIGHWAY 106 RAW WATER 3D) WELLS 1&2 #4 50 E SEATTLE STREET(ZONE 5) repeat locations SAME 4A)#4 DWNSTRM 46) 41 E 3RD STREET UPSTRM 4C) 200 E MAIN STREET RAW WATER 4D) WELLS 1&2 #5 RESERVOIR 8"SAMPLE TAP(ZONE 1) repeat locations SAME 5A)#5 DWNSTRM 513) 8"SAMPLE TAP UPSTRM 5C) #1 RAW WATER 5D) WELLS 1&2 #6 E 221 FIFTH STREET(ZONE 3) repeat locations SAME 6A)#6 DWNSTRM 613) 120 E SEATTLE STREET UPSTRM 6C) BOOSTER STATION WELL#1 RAW WATER 6D) WELLS 1&2 Chapter 6:Operation and Maintenance Program -13- PUD#1 of Mason County Union Water System Plan-Part 8 #7 81 E SECOND STREET(ZONE 6) repeat locations SAME 7A)#7 DWNSTRM 76) 20 E SECOND STREET UPSTRM 7C) 150 E MAIN STREET RAW WATER 7D) WELLS 1&2 #8 141 E MCREAVY ROAD(ZONE 7) repeat locations SAME 8A)#8 DWNSTRM 86) 100 E MCREAVY ROAD UPSTRM 8C) 171 E MCREAVY ROAD RAW WATER 8D) WELLS 1&2 5 SAMPLE LOCATIONS FOR MONTH SET SAMPLE LOCATION FOLLOWING A FAILED SAMPLE ROTATION PLAN #1 JAN 1,2,3 JUL 1,2,3 #1D FEB 4,5,6 AUG 4,5,6 #4 MAR 7,8 SEP 7,8 #5 APR 1,2,3 OCT 1,2,3 #8 MAY 4,5,6 NOV 4,5,6 JUN 7,8 DEC 7,8 Chapter 6:Operation and Maintenance Program -14- _ J UNION coURM MAP GRAPHIC SCALE 500 0 250 500 1 inch = 500 ft. LEGEND 1 EXISTING AND RETAIL2B SERVICE AREA BOUN[ FUTURE SERVICE ARE BOUNDARY PARCEL LINES .p PRESSURE ZONE 1 1 ® SAMPLING LOCATION 1 REPEAT LOCATION E. LINDA VISTA C L I WELL 1 & 2 I REPEAT LOCATIONS 1 D, 2D, 3D, 4D, I 5D, 6D, 7D, 8D II � I L� r / FIGURE 6.1 A iKx i E DALBY RD.- _ Engineering a 2601 South 35th, Suite 200 ip Tacoma, Washington 98409-7479 (253) 473-4494 FAX: (253) 473-0599 V9 aif1JI3 m T u m lz _ N 3 O :c n cr N N 3 p r7=i S o 3 < Cl) cQn -< V O N N C C w y w - m m La o 3 N N + m cs o m n o D c o m N 3 v c w O Z -- _ - e D o i - � -. p .117 u a � -• m o m U3 o - ED o0 -Ni - D O C u n n (n o c m � m c on s O D 'o D Z D 2 - - -- z < N 3 -Ao ^, a 8 y D � r m A y l d m N u 3 w _ _ y Z " a D Kz c) p u p -i r cn 3 z F " _ r C m Q o % r O 3_ Z C Q O r- Q m a m m m En0o OZ Z .i n p k Z < D o r m N o u u n0 0 3 3 3 3 � z O , D O -1 y (y 4 u 3 a O c5 !° co m Dg + r0 C. GD u y C7 O m 2 $ D o -� Z w p Z m p o x 0 N N Q Cj N w m N g g u u 00 O O rrl o -i Z --A 0 o D y w x fQ fXh. N 0 0 n Y N 0o S WATER TESTING SCHEDULE SU nIARY i UNTON WATER SYSTEM f ID#51920W This is to summarize Union Water Testing Schedule which•follows on the next page. Well#1 is currently an emergency source but it is expected to be brought on line for system use. Susceptibility and Pesticide Vulnerability status is required(currently in process)and a waiver for the 1996- 98 period needs to be applied for. EventhouQh Well#1 has not been for public use yet,it has a good collection of past testing, The only immediate test required is for Nitrate level. Well#2 has immediate testing requirements for VOC,Radionuclides and Nitrate level. For the system,an asbestos test is required due to the fact that there is more than I0"/c AC pipe in this system. All other required future testing is as outlined on the schedule or as informed by the DOH ii t f { t i I i i� FIGURE 6.3 1515 BOTH STREET E 151511 STREET E TACOMA,WA 98404 TACOMA,WA 98404 (253)531-3121 (253)531-3121 WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS S440 c CCLLECTICft READ INSTRUCTIONS ON SACK OF GOLOENROC COPY SAMPLE COLLECTION:REAR tZMUCTIONS ON BACK OF GXCENRCO COPY If Instructions are not followed,sample will be rejected. If instructions are not followed,sample will be rejected. TE COLLECTED TIME COI L,;CTED COUNTY NAME DATE COLLECTED TIME COLLECTED COUNTY NAME MO( DAY YEAR MONTH DAY YEAR AM PM TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: PUBLIC I.D.NO. PUBLIC�(;ROIJF' Q I.D,No. -t GROUP ❑INDIVIDUAL 5 V J ILL 6 [:]INDIVIDUAL serves any I residence) (serves on&1 resdencel �ME OF SYSTEM NAME OF SYSTEM ECIFIC LOCATION WHERE SAMPLE COLLECTED TELEPHONE NO. SPECIFIC LOCATION WHERE SAMPLE COLLECTED TELEPHONE NO. kitdx—tap e school.Fre station.fauntainl Is.kitchen lap t'school.fire stef m IIDAY kr,• I:; 7-c;�A� DAY �; )f)'?�..K• / L EVENINGQ t=,;1 )p _ C' (� t r. ? r 1 EVENING 1 5 7 lMPLE COLLECTED BY.IName) SYSTEM OWNER/MGR:(Nvne) I SAMPLE COLLECTED BY:(Nerve) SYSTEM OWNER/MGR.:(Name)` In.' _k�[y h:...'./e! __.i;rttf ?UT 61 ,. ..� I, _ .s:�: �� <, ( ..-. 1:! � {4.• r..l T� 7;_ 1 •1 DURCE TYPE❑ GROUND WATER UNDER SURFACE INFLUENCE SOURCETYPEO GROUND WATER UNDER SURFACE INFLUENCE SURFACE;Q WELL or ❑ SPRING ❑PURCHASED or []COMBINATION ❑ SURFACE .Y WELL or ❑ SPRING ❑PURCHASED or ❑COMBWAT 10�, WELL FIELD INFFERTIE or QFfiER WELL FIELD WTERTIE or OTHER END REPORT TO:(Print Full Name,Address and Z,o Code) SEND REPORT TO:(Prir.l Full Name Address and Lp Code) J i L (:}ka:a•'!] )•:)1 1l i i�i�l•j f �>t:. WASHINGTON WASHMJ(iTOF1 �r= (PE!OF SAMPLE(chock only one In this column) TYPE OF SAMPLE(check only one In ttvs column) W fl ROUTINE ❑ Chlorinated(Residual: Total_Free) ROUTINE ❑ Chlorinated(Residual:_Totd_Free) DRINKING WATER DRINKING WATER k eck treatment Filtered check treatment� E] -7 ❑ Filtered 171 Untreated or Other Q Untreated or Other REPEAT SAMPLE V REPEAT SAMPLE Previous cclitorm presence Lab Previous celiform presence Lab# Previous coliform presence Date i Previous celiform presence Date r Source t �� S� E] RAW SOURCE YlATEH Total celiform ❑ HAW SOURCE WATER Source Total Cdiform ❑ NEW CONSTRUCTION or REPAIRS 8 Fecat Colform ❑ NEW CONSTRUCTION or REPAIRS 8 Fecal Conform OTHER(Specify) ❑ OTHER(Specfy) °MARKS REMARKS LABORATORY RESULTS(FOR LAB USE ONLY) LABORATORY RESULTS(FOR LAB USE ONLY) METHOO USED METHOD USED _ �Z)RG PIN PA MMO MF MPN PA PRGM 10 2410 2600 MT 2720 2702F 27 TOTAL COLIFORM /100 ml E.COU /100 ml TOTAL COUFORM_ /100 mi E.COLT /1o0 ml FECAL COLIFORM J100 ml HET EROTRCPHIC /per ml FECAL COUFORM 100 ml HETEROTROPHIC /per ml 1340 _ 1340 ANOTHER SAMPLE REQUIRED ANOTHER SAMPLE REQUIRED SAMPLE NOT TESTED BECAUSE: TEST UNSUITABLE BECAUSE: SAMPLE NOT TESTED BECAUSE. TEST(IN'UITAB:F BECAU E Cl Sarnple too old ❑Confluent growth ❑Sample too old L ❑Oon Unt omvuth ❑ Wrong container ❑TNTC ❑Wrong container ❑TNTC ❑Incomplete form ❑Turtrd culture ❑Incomplete form ❑Turbid culture ❑ ❑Excess debris ❑ ❑Excess debris DRINKING WATER SAMPLE RESULTS ^DRINKING WATER SAMPLE RESULTS tL]UNSATISFACTORY,Coliforme present SATISFACTORY, UNSATISFAGT RY, ,ofifor ru Conforms absent present S fiCSf�Y, CoGfarns abserl fV- P.EPEAT ❑E.Coll present ❑E Col,absent REPEAT NIPLES SA LES ❑E Crli present ❑E.Cpli assent i �UIRED ❑Fecal present ❑Fecal absent REQ RED ❑Fecal present ❑Feca,absent SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS AB NO. 4DATE,TMIE RECEIVED RECEIVED,BY LAB NO. DATE,TIME RECEIVED RECEIVED BY 30 ATE REPORTED ROUTE ACCT,i � GATE REPORTED j ROUTE ACCT.i 1515 80TH STREET E r.�1515 80TH STREET E L TACOMA,WA 98404 TACOMA,WA 98404 (253)531-3121 (253)531-3121 WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION READ INSTRUCTIONS ON BACK OF GCLCENROD COPY SAMPLE COLLECTION:READ INSTRUCTIONS ON BACK OF GOLDENROD COPY It Instructions are not followed,sample will be rejected. It Instructions are not followed,sample will be rejected. ATE COLLECTED TIME COLLECTED COUNTY NAME DATE COLLECTED TIME COLLECTED COUNTY NAMF MC. DAY/ YEAR 1 MOfJTH DAY VEAA 1 , ! ./ ❑AM ❑ PM r ` ❑ AM a`PM TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: ]PUBLIC I.D.No. - ORC1.E GRWIP ❑PUBLIC CIRCLE rR%, P ❑IND{VIDUAL I.D. No. serves only I residence) INDIVIDUAL A7 B ❑ / A. B (serves only 1 residence) IME OF SYSTEM NAME OF SYSTEM =CIFIC LOCATION WHERE SAMPLE COLLECTED TELEPHONE NO, SPECIFIC LOCATION WHERE SAMPLE COLLECTED TELEPHONE NO. kitchen tao F school,fire s�.or,founlain) _ r •C DAY ( - ) 1 ;"1-':�:ti C, {�.kitchen lap f schcol,tie stalicn,for.ntaln) DAY `... ): % __q.. i } t EVEMNGG ) rCi i••t-.�Lil t, EVENING(n; JiAPLIE COLLECTED BY:(Name) SYSTEM OWNER/fv1GR:(Name) t SAMPLE COLLECTED BY:(Name) SYSTEM OWNER MGR:(Name) X1ACE TYR GROUND WATER UNDER SURFACE INFLUENCE SOURCE TYPE GROUND WATER UNDER SURFACE INFLUENCE SURFACE Q WELL or [] SPRING ❑PURCHASED or ❑COMBINATION ;� ❑ SURFACE ❑ WELL or ❑ SPRING ❑PURCHASED or ❑COMB(NATiOP WELL FIELD INTERTIE or OTHER WELL FIELD INTERTIE or OTHER NO REPORT TO:(Print Full Name,Address and Zip Code) •:�: +..s::.t i':.'J :I t`T • 3lENP.F3EPpR7 T9 (,f'.rint Fyn Name.Address and Zip Codel if r VASHING70N ! {' WASHINGTON PE OF SAMPLE(check only one in th s column) � TYPE.OF SAMPLE(check only one in this column) [� ROUTINE l I] Chlorinated(Residual:-Total ROUTINE ❑ Chlorinatec,(Residual:_Total Free) DRINKING WATER DRINKING WATER r;fleck treatment ❑ Filtered ! check treatment ❑ Filtered r -❑ Untreated or Other � [�] Untreated or Qttler ❑ iiEPEAT SAMPLE REPEAT SAMPLE Previous coliform presence Lab Previous coliform presence Lab t Previous cdifo m presence Da±e Previous cdiform presence Date ❑ Source T a I l f ° Source* � RAW SOURCE WATER B Total Colhfcf ❑ RAW SOLIRCE WATER Total Ccliform ❑ NEW CONSTRUCTION or REPAIRS Fecal Cofiiorm ) ❑ NEW CONSTRUCTION or REPAIRS e Fecal Cofiform ' I OTHER(Specify) OTHER(Specify) LIARKS REMARKS LABORATORY RESULTS(FOR LAB USE ONLY) LABORATORY RESULTS(FOR LAB USE ONLY) METHO USED METHOD USED MF 2410 2600 MMO ` MF MPN PA fdMO CPRG 2610 1410 2610 (2720 2 2720 `.2MPN PA .4R )TAL COLIFORM J 1G0 mi E.COIJ /1 CO ml TOTAL COUFORM /100 rnl E.COLT /100 ml _CAL COLFORM 1CJ0 mf HETEROTROPHfC /Per all FECAL COLIFORM / ml 14ETEROTROPRC / 1�40 100 1340 per"IANOTHER SAMPLE REQUIRED ANOTHER SAMPLE REQUIRED \MPLE NOT TESTED 8ECAUSE: TEST UNSUITABLE BECAUSE: SAMPLE NOT TESTED BECAUSE: TEST UNSUTABLE BECAUSE: ❑Sample too old ❑ Confluent growth ❑Sample too old ❑Coniluent growth ❑Wrong container ❑ TNTC ❑Wrong container ❑TNTC ❑Incomplete form ❑Turbid culture ❑Incomplete form ❑Turbid culture ❑ ❑Excess debris ❑ ❑Excess debris DRINKING WATER SAMPLE RESULTS DRINKING WATER SAMPLE RESULTS UNSATISF RY,Coliforms present ATIS A ORY, _ IJNSATlSFACTORY,ColJorms present SATISFA _ 1Y, REPEAT Cd,fcrms absent Col fa ms absent DIES ❑E Cdi present ❑E.Go i absent P.EFEAJ ❑E Cali present ❑E.Cali absent SAMPLES RED ❑Fecal present ❑Fecal absent REQUIRED ❑Fecal present ❑Fecal absent SEE REVERSE SIDE OF GREEN COPY FOR EXPLANAATON OF RESULTS _ SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS NO, DATE,TIME RECEIVED RECENED BY LAB NO. DATE,THE RECEIVED RECEIVED BY 089 EiREPORRTED t L'ROUTE /tiJGT.I DATE EPORTF�D ROUTE AQCT..t '�l.} Lam! J•�i I; �' � 1515 80TH STREET E 1515 80TH STREET E TACOMA,WA 98404 TACOMA,WA 98404 (2-3)531-3121 (253)531-3121 WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION:READ USTRUCT.NS a't BACK OF CCLDENROO COPY SAMPLE COLLECTION:READ INSTRUCT;04S ON RAC+(Cf'OLDENROC,COPY II instructions are not followed,sample will be rejected. If instructions are not followed,sample will be rejected. COLLECTED T6ME COLLECTED COUNTY NAME DATE COLLECTED 7ME COLLECTED COUNTY NAME 4(* : DAY YEAR MONTH DAY YEAR ❑ AM ❑ FM ti1. " DAM PM TYPE OF SYSTEM IF PU6UC SYSTEM,COMPLETE. �} i TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: PUBLIC CIRCLE GROUP ❑PUBLIC CIRCLEt11t0(P ❑INOWDUAL I.D.NO. ) c i A B [:]INDIVIDUAL Q INDIVIDUAL I.D.NO. j I 5 4 j eves only I residence) •t' (serves only 1 residence) 1 ( ME OF SYSTEM NAME OF SYSTEM I gFlC LOCATION WHERE SAMPLE COLLECTEC TELEPHONE NO. + SPECIFIC LOCH-slON WHERE SAMPLE COLLECTED TELEPHONE NO- �Rchen tap t achuo.Fie station,fountain) DAY G G 0 ) 17 7-C.7 it q �,, (oe,kAchen tap %&col,fire station,tar.tain) DAY 7 f "r u EVENING t•r`!' )r'77— '_fi EVENING MPLE COLLECTED BY:(Name) SYSTEM OWNER/MGR.:(Name) SAMPLE COLLECTED BY:{Name) SYSTEM OWNER/MGR:(Name) )URGE TYPE❑ GROUND WATER UNDER SURFACE INFLUENCE I; SOURCE TYPE GROUND WATER UNDER SURFACE INFLUENCE SURFACE WELL or SPRING PURCHASED or COMBINATION ` ' Q [� ❑ ❑ h� ❑ SURFACE Q WELL or ❑ SPRING []PURCHASED or ❑COMBINATIOP WELL FIELD INTERTIE or OTHER WELL FIELD INTERTIE or OTHER ND REPORT TO.(Print Full Name,Address and Zip Cade) SEND REPORT TO:(Print Full Name,Address and Zip Code) . J[ C!i.�i::):. T" .a:iz y i:•I-tD _ t�:I �. Ti:a dt•aSl:1 .i .. ` �t ii .:7a ��.. _il�r:4'-Yj LLt.. WASHINGTON' &4 WASHIfyGTON - PE OF SAMPLE(check only one in this column) .;+t TYPE OF SAMPLE(check only one In this column) ' VI/ ❑ ROUTINE ❑ C13icnnated(Residual: Toter Free) i ROUTINE ❑ Chlonnated(Resic!Lal: _Total Free) DRINKING WATER_A DRINKING WATER 'heck treatment Filtered P Filtered [� �'J- check treatment � _ Unheated or Other ) Untreated or Other ❑ REPEAT SAMPLE ❑ REPEAT SAMPLE Previous coliform presence Lab# Previous coliform presence Lab# Previous coliform presence Date ���i Previous coliform presence Date _ 0 ��AC�,^I SOURCE WATER Source- [T �--71 Total Co:ifprm ❑ RAW SOURCE WATER $0U�x a Total Colilorm ,EW CONSTRUCTION or REPAIRS B Fecal Conform ` 4 ❑ NEW CONSTRUCTION or REPAIRS B Fecal Coliform OTHER(Specfy) F� OTHEH(Specify) MARKS "' REMARKS LABORATORY RESULTS(FOR LAB USE ONLY) LABORATORY RESULTS(FOR LAB USE ONLY) METHOD USED ,t. METHOD USED MPNIP.AGPRG PRGk 610 ! 0 27a&)MF 2410 2 2 OTA1-CCUFCRM 100 ml E.COLT /100 ml TOTAL COLIFORM 100 ml E.COLT /100 ml ECAL COLIFORM r100 ml HETERC OPHIC /per ml FECAL COUFORM /100 ml HETEROTROPHIC— per ml 1,940 1 340 ANOTHER SAMPLE REQUIRED ANOTHER SAMPLE REQUIRED ;AMPLE NOT TESTED BECAUSE, TEST UNSUITABLE BECAUSE: SAMPLE NOT TESTED BECAUSE: TEST UNSUITABLE BECAUSE: ❑Sample too oid ❑Ccnfuent growth ❑Sanple too old ❑Confluent growth ❑ Wrong container 0 TNTC ❑Wrong container ❑TNTC ❑Incomplete form ❑Turbid culture" ❑trio mpfete form ❑Turbid&future ❑ C)Excess dehrtr'�'•: ❑ ❑Excess debris DRINKING WATER SAMPLE RESULT' DRINKING WATER SAMPLE RESULTS EJ UNS T FACTORY Coliforms present SFACTO NSA.TISFACTORY,Coliforms present I oGforms absent '� Cdlforrrs absent REPEAT ❑E.Coli present ❑E.GO absent f REPEAT ❑E.Coli pr=_sent ❑E,WI absent APL ES SAMPLES QUIRE D ❑Fecal present ❑Fecal absent REQUIRED ❑Fecal present ❑Fecal absent SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS ') SEE REVERSE SIDE OF GREEN CO°Y FOR EXPLANATION OF RESULTS B NO. _ DATE,TIME RECEIVED REC>1 QY LAB NO DATE,TIME RECEIVED - RECEIVED BY 189 1, : LTE REPORTED OLITE ACCT.# DATE REEOP.TE� r l: ROUTE AC ;# �- 17-11 — VVAI tr1 MMIV/jl7 c.,v,r=iv, y— _ _ 1515 BOTH STREET E 1515 BOTH STREET E TACOMA,NIA 98404 TACOMA,WA 98404 (253)531 3121 (253)531-3121 WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION'PE.4D NSTRUCTM ON BACK OF 6CLOENROO COPY SAMPLE CCiLECTION:READ INSTRUCTIONS ON BALK OF GOLDENROO COPY If instructions are not followed,sample will be rejected. If instructions are not followed,sample will be rejected. COLLE TED Tly,E COLLE6C�E D COUNTY NAME DATE COLLECTED T'ME COLLECTEC COUNTY NAME NOI DAY i YEAR ) MONTH DAY YEAR + 1 t'w I i k' .{• AM ❑ PM f"- 0AM ❑ PM + TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: PUBLIC GRCLE GRY ❑PUBLIC LF Gr'.nup I.D.No. I.D.No. ❑INDIVIDUAL 1 N 1 A,1 a ❑INDIVIDUAL ) ; I f 1 .S serves ony I residence' -• Iserves orgy 1 residence) a WE OF SYSTEM NAME OF SYSTEM t, 1 RIFIC LOCATION WHEPE SAMPLE COLLECTED TELEPHONE NO. SPECIFIC LOCATION WHERE SAMPLE COLLECTED TELEPHONE NO. kitchen tap 6 scrod,fire station,fQuO,lnj DAY j'r I t, i � a (ie,kitchen tac Y9 schoci!ire station,fmnlain) DAY - SS 11 i 1 ) 4 t l} yf EVENING�,(;2`I )G lI-5249 .�! l _1:.,(; t' EVENING(,e f1 4MPLF COLLECTED BY.(Name) SYSTEM OWNER/MGR:(Name) SAMPLE COLLECTED BY:(Name) SYSTEM OWNER/MGR (Name) ( ` r_1_ l't!I:J�/:S .:t,',.i.Ll+-•V L�:i`I 1C� I.. . ..... _•. _,.i:1i�: 1 1 �, �r_ -OURCE TYPE❑ GROUND.WAT.ER UNDER SURFACE INFLUENCE SOURCE TYPE❑ GROUND WATER UNDER SURFACE INFLUENCE SURFACE WELL or ❑,SPRING,,. []PURCHASED or, ❑ IO COMBINATN ❑ SURFACE E] WELL or E] Rf SPNG ❑PURCHASED or ❑COMBINATIOP WELL FIELD INTER1`IE or OTHER WELL FIELD INTERTiE or OTHER END REPORT TO:(Print Full Name,Address and Zip Code) SEND REPORT TO:(Print Fuh Name.Address and Zip Code) ., :i - ✓i i.i_l.iCt: c?1: ii'r;_._---_..._ ._._. WASHING70N r;"��'., I r WASHINGTON `. 'YPEIOF SAMPL F(check only one in this column) TYPE OF SAMPLE(check only one in this column) ROUTINE Chlorinated(Residual: Total Free) ROUTINE ❑ Chlorinated(Residual: Total_Fmol ;❑ ❑ —_DRINKING WATER DRINKING VATER _ ;heck treatment S� Filtered •.� check treatment ❑ Filtered Untreated or Other► © Untreated cr Other ❑ REPEAT SAMPLE ❑ REPEAT SAMPLE Previous coliform presence Lab F Previous coliform presence Lao Previo coliform presence Da e Previous coliform presence Date T ❑ RAND SOURCE WATER Source LL. % COfform ❑ RAW SOURCE WATER SourceS❑ I Total Ccliforrr( ❑ NEW CONSTRUCTION or REPAIRS RW C,oliform ❑ NEW CONSTRUCTION or REPAIRS 8 Fecal Coliform E] OTHEH(Specify) _ =OTHER(Specify) REMARKS IEMARKS LABORATORY RESULTS(FOR LAB USE ONLY) LABORATORY RESULTS(FOR LAB USE OU120 METHOD USED METHOD USED M600 61PA i -AG MF MPN PA M (lip 410 260073241 27V� 2610 2720 2T 30 TOTAL COLIFORM /100 ml E.COLI /100 ml TOTAL COLIFORM /100 ml E.COLT /100 ml FECAL COLFORM /100 ml HE1T ERR 0 /p RC ROPHIC t Per ml FECAL COLIFORM /100 ml FiETETROPHIG per ml 1340 ANOTHER SAMPLE REOU`RED ANOTHER SAMPLE REOUIREC SAMPLE NOT TESTED BECAUSE". TEST UNSUIrABLE BECAUSE: SAMPLE NOT TESTED BECAUSE: TEST UNSUITABLE BECAUSE: ❑Sample too old ❑Confluent growth ❑Sample too old ❑Confluent growt`I ❑Wrong container ❑TNTG ❑ Wrong container ❑TNTC ❑Incomplete term ❑ Turbid culture ❑Incomplete form ❑Turbid cufture ❑ M ❑Excess debris ❑ ❑Excess debris DRINKING VWTER SAMPLE RESULTS DRINKING WATER SAMPLE RESULTS UNSAMSFACT Y, oiiforms present I FA TORY, UNSATISFACTORY.Colifcrms present PSATISFACTOR7, Ccli!orms absent Coliforrs absert REPEAT ❑E.Coll present ❑E.Coll absent REPEAT ❑E Colt present E]iAMPLES SAMPLES E.Colt absent REQUIRED ❑Fecal preserd ❑Fecal absent REQUIRED ❑Fecal present ❑Fecal absent SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO. DATE,TIME RECEIVED 1�( RECEIVED BY LAB NO DATE,TIME RECEIVED RECEIVE BY' 089 089 DATE REPORTED ) RO}JTE i ACCT. « DATE REPORTED r ROUE ACCTIt I 1515 80THSTREET E iotDoulnoineei c TACOMA,WA 98404 TACOMA,WA 98404 (253)531-3121 (253)531-3121 WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS SAA'PLE COLLECTOR REAG INSTRUCTIONS ON BACK OF GOLOENROO COPY M. SAMPLE COLLECTION.READ INSTRUCT;ONS ON BACK OF GOLDENROD DOPY If instructions are not followed,sample will be rejected. If instructions are not followed,sample will be rejected. -'ITE COt LECTED TIME COLLECTED CGUNTY NAME — DATE COLLECTED TIME COLLECTED COUNTY NAME DAY YEAR / ' MONTH DAY YEAR (AM IM '. PM TYPE OF SYSTEM .F PUBLIC SYSTEM.COMPETE: TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE'. PUBLIC CIRCLE GROUP PUBLIC r-� CED E[41OUP J.D. No. .' ❑INDIVIDUAL LD. No. i ( { �.1 , [—]INDIVIDUAL serves org I resicence' f {f ,J f A 8 (serves orgy 1 ili, e7 ' `• Y , it WE OF SYSTEM NAME OF SYSTEM 4 yt t 7 WHERE SPECIFIC LOCATION WHERE SAMPLE COLLECTED TELEPHONE NO. EDIFIC LOCATION lao4,s WHERE SAMPLE loun TED TELEPHONE NQ (ie,kitchen tap 0 school,lire station,lounlain) kitchen tap school,fire atatian,tauMain) , 7 ,;._, c_7 is •• DAY DAY G i:'(. y: .7—52 4, EVENING;_'+.' i i _ EVENING(: 7>:) <L: IMPLE COLLECTED BY:(Name) SYSTEM OWNER/MGR:(Nam¢) SAMPLE COLLECTED BY:(Name) SYSTEM QWNER/MGR:(Name)! .'`.rrt. / h!z :•!1 :.t,il,i iJlr �J SOURCE TYPE❑ 'GROUND WATER UNDER SURFACE INFLUENCE )URGE TYPE❑ GROUND WATER UNDER SURFACE INFLUENCE t ❑ SURFACE WELL or E] SPRING ❑PURCHASEO or ❑COMBINA,T" ] SURFACE © WELL or ,❑ SPRING ❑PURCHASED or ❑COMBINATION WELL FIELD INTERTIE or OTHER WELL FIELD ' INTERTIE or OTHER !• SEND REPORT TO (Print Full Name,Address and Z p Code) —— NO REPORT TO:(Print Full Name,Address and Zip Code} I WASHINGTON • WASHINGTON PE OF SAMPLE(check ordy one in the coumn) TYPE OF SAMPLE(check only one in this column) ROUTINE ❑ ROUTINE ❑ Chlorinated(Residual: Total Free) ] ❑ Ghlarinated(Fesidual:_Total Free) DRINK`NG WATER checkNG PentWATE \ check treatment ❑ Filterec check treatment 7 ❑ Fittered�, �] Untreated 6r Other If Untreated or Other ,EKAT SAMPLE ❑ REPEAT SAMPLE Previous ccii`orm presence Lab# r l Previous coldorm presence Lab i Pr Preevious colitorm presence Date Previous colHcrm presence Date (� m Source#Ifl FT-1❑ RAW SOURCE WATER ��#+—� �--�—J Total Cdifcrm ❑ RAW SOURCE WATER Total Coliform ❑ NEW CONSTRUCTION or REPAIRS 8 Fecaf COliform ❑ NEW CONSTRUCTION or REPAIRS 8 Fecal Coliform OTHER(Specify) ❑ 01(Specify) MARKS REMARKS LABORATORY RESULTS(FOR LAB USE ONLY) RESULTS(FOR LAO USE ONLY) METHOD USED METHOD USED MF MPN PA MV10 CppR MF MPN PA N 0 PRG 2410 2600 2610 2720 27Y 2410 2600 2610 2720 OTAL COU FORM /100 ml E.COL! /1co ml TOTAL COLIFORM /100 ml E.COLT /100 ml FECAL COLIFORNt !100 ml HETEROTROPHIC /per m ECAL COLIFORM /100 ml HETEROTROPH per mi ,1 3� 1 i4O ANOTHER SAMPLE REQUIRED ANOTHER SAMPLE REOUIRED AMPLE NOT TESTED BECAUSE: TEST UNSUFTABLE BECAUSE: SAMPLE NOT TESTED BECAUSE: TEST UNSUITABLE BECAUSE: ❑Sample too Old ❑Confluent growth ❑ Sample too old ❑Confluent growth 4 ❑ Wrong container ❑TNTC ❑Wreng container ❑TNTC ❑Incomplete form ❑Turbid culture ❑Incomplete form ❑Turbid culture ❑ ❑Excess debris ❑ ❑Excess debris DRINKING WATER SAMPLE RESULTS DRNKING WATER SAMPLE RESULTS NSATIS AG iforms present Io A -+, ! SFACTORY,COlitorms present TIS ACT ,)(;forms assent ❑ Go4orms absent REPEAT REPEAT ❑E Cdi present ❑E Cdi absent 1PLES E.Cd ❑ i present E Col,absent SAMPLES JIBED ❑Fecal present ❑li absent RFOUIRED ❑Fecal!present ❑Fecal absent SEE REVERSE S;DE OF GREEN COPY FOR EXPLANATION OF RESULTS SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS 3 NO. DATE TIME RECEIVEDLAB NO. DATE,TIME RECEIVED RECEIVED BY kF7�iENY-D RY _/yam{0 1 j }�.1�Q /J`7 �,/•J, r {JJ � : �..�.. yIr �� �� " '�1* j,� OVJ •,i���1 7 i ` !/ ✓ '•rl i r t DATE REPORTED F ROUTE ACCT, -E REPORTEp T. ROUTE A=.# ' ! I 1515 80TH STREET E 1515 80TH STREET E TACOMA.,WA 98404 TACOMA,WA 98404 (253)531-3121 (253)531-3121 WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS SAMPLE CCLLEC'ICN:READ INSTRUCTIONS ON BACK OF GOLDENROD COPY SAMPLE GOLLECT)OU RED INSTRUCTIONS ON BACK:OF GOLDENROD COPY If Instructions are not followed,sample will be rejected. If instructions are not followed,sample will be rejected. ')ATE COLLE;,'TED T'fvt5 COL.LE6T�D COUNTY,IN DATE COLLECTED TIME COLLECTED COUNTY NAME Iv)� / DAY YEAR t MONTH DAY YEAR /�, : w au ❑ PM (. (��, 9 AM ❑ PM TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: PUBLIC CIRCLE GROUP I.D. No. j PUBLIC CIRCLE LMOUP y 1 I.D.No. ❑INDIVIDUAL ) ( Ia• ��^ l!f INDIVIDUAL i serves only t residency:; 1 A $ ? ❑ A� 8 (serves crtt I residence) WE OF SYSTEM NAME OF SYSTEM i FORD LOCATIONI WHERE SAMPLE COLLECTED TELEPHONE NO. SPECIFIC LOCATION WHERE SAMPLE C LLE7ED TELEPHONE NO. kitchen W Ts schod.Are stahork tcunteini i DAY C.7" )�p"t'T..5?h C. !; (ie.kitchen tap P school,Are station.lamtain) DAY ;j "f.: I i i Vl it 04 ( [' 1 EVENING( ) R )!—�•? `r r ( r ! j (t. :. EVENING L;�' I .'i?•. c' W1PLE COLLECTED BY:(Name) SYSTEM OWNER/MGR.:(Name) i SAMPLE COLLECTED BY:(Name) SYSTEM OWNER/Ml(Name) )URGE TYPE GROUND WATER UNDER SURFACE INFLUENCE SOURCE TYPE❑ GROUND WATER UNDER SURFACE INFLUENCE SURFACE WELL or ❑ SPRING ❑PURCHASED cr ❑COMBINATION ? ❑ SURFACE WELL or SPRING❑ []PURCHASED or 0 COMOMTM _ N!£LL FIELD INTERTIE or OTHER WELL FIELD INTERTIE - pr OTHER N0 REPORT TO (Pant Full Name,Address and Zip Code) ;1 SEND REPORT TO (Print Full Name,Address and Zip Code) . Ji. l fi:i.r7Si` rr; it1� µ' WASHINGTONC,-'r; i. 1' ; ...,r. i - OF SAMPLE(check only one in this column) TYPE OF SAMPLE(check only one in this column) WASHINGTON { u } ROUTINE ❑ Chlornated(Residual Total— .`�.,' ROUTINE Chlorinated(Residual: Total Free DRINKING WATER P. �'t ORfNKING WATER ❑ ( ) Check treatment ❑ Filtered I check treatment "-7 ❑ Filtered }� Untreated or Other _( Untreated or Other GQ'PEAT SAMPLE 7t j ❑ REPEAT SAMPLE Previous coldorm presence Lab REPrePEATious co NFLiform presence Lab N Previous colifo m presence Date �� ((----��------��� � Previous colifcrm presence Date RAW SOURCE WATER Somme#Q l� °' Source+µ Q ❑ Total Coliforrn ❑ RAW SOURCE WATER Total Ccliform ❑ NEW CONSTRUCTION or REPAIRS 8 Fecal Cciiform ❑ NEW CONSTRUCTION or REPAIRS 8 Fecal Coliform 0 OTHER(Soeci(y) _ ❑ OTHEk(Specify)�1ARKS I REMARKS r LABORATORY RESULTS(Fos LAB USE ONLY) �. •i LABORATORY RESULTS(FOR LAB USE ONLY) METHOD USED y fAETHCD USE:; 470 ZMMO R FT2720 2410 2600� 610 2720 2730'2PA )TAL COUFORM /100 ml E.COLI /100 ml TOTAL COLIFORM /10U ml E.COL /1CC nil :CAL COIJPCRM /100 ml HETEROTROPHC /per ml FECAL COLIFORNt /100 ml HETEROTROPHIC /per ml ANOTHER SALiPLE REOULR 1340ED ANOTHER SAMPLE REQUIRED tMFLE NOT TESTED BECAUSE: TEST UNSUITABLE BECAUSE: SAMPLE NOT TESTED BECAYSE: TEST UNSUITABLE BECAUSE ❑Sample too old ❑Confluent growth ❑Sample too ok1 ❑Conf.Lent growth ❑Wrong container ❑TNTC ❑Wrong container ❑TNTC ❑Incomplete form ❑Turbid culture ❑Incomplete form ❑Turbd cultureEl ❑Excess debris ❑ ❑Excess debris DRINKING WATER SAMPLE RESULTS r DRINKLNG WATER SAUPLE RESULTS UNSAT FACTORY,Coliforms pre!ert ATI fORY, UNSA A TORY,Co orms present ATl ,AOT RY, lif Coorrrs absent j REPEAT ❑E Ccli present ' Coliforms absent .4PLES ❑E Coll absent REF�AT ❑E Coll present ❑E.Cd absent '1RED ❑Fecal present ❑Fecal absent SAIv1PLES REQUIRED ❑Fecal.present ❑Fecal absent SEE REVERSE SIDE OF GREEN COPY FOR EXPLA.'•IATION OF RESULTS SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION GF RESULTS NO DATE,TIME RECEIVED }=RECEIVEDI LAB NO. DATE,TIME RECEIVED R£CE VED BY 089 �,_(i ! I i—^t _r :'� F'ir`- •.� (� /� ! 0 . �-1)12 ,ROUTE ACCT.# ( DATE REPORTED „1515 80T4 SIREET E TACOMA,WA 98404 0 F53)531-3121 WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION:RW-INSTRUCTIONS ON BACK OF GOt OE•JROC COPY It instructions are not followed,sample will be rejected. I DATE COLLECTED TIME COLLECTED COUNTY NAME is I MONTH DAY YEAR C3*M C7 PM TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE EI PUBLIC J,D.No. CIRCLE GROUP ❑INDIVIDUAL Lf A B (serves only 1 residence) NAME OF SYSTEM SFECJFIC LOCATION YMERE SAMPLE COLLECTED TELEPHONE NO. Ile.kitchen tap®school,fire station,fountain) DAY EVENING( ) SAMPLE COLLECTED BY:(Name) SYSTEM OWNER/MGR.:(Name) SOURCE TYPE GROUND WATER UNDER SURFACE INFLUENCE ❑ SURFACE f WELLLL FlELD�PRING PURCINTERHASED or COMBI RAC SEND REPORT TO:(Print Full Name,Address and Zip Code) r t WASHINGTON TYPE OF SAMPLE(check only one in this column) ff ROUTINE ❑ Chlorinated(Residual:_ATotal_Fro” DRINKING WATER) check treatment Filtered { Untreated or Other ❑ REPEAT SAMPLE Previous coliform presence Lab A Previous coliform presence Date / 1 i m RAW SOURCE WATER Source Y QS l iJ ❑ Total Coliferm ( ❑ NEW CONSTRUCTION or REPAIRS e Fecal C&form ❑Other(Specify) _ 1 REMARKS - - - i LABORATORY RESULTS(FOR txa USE ONLY) ` METHOD USED .� I I MF MPN PA :MMO PRG e t TOTAL COLIFORM /100 ml E.COLT /100 ml IFECAL COLIFORM /1 DO ml HETEROTROPHIC—_/per rr ANOTHER SAMPLE REQUIRED ` SAMPLE NOT TESTED BECAUSE: TEST UNSUITABLE BECAUSE. ❑Sample too old ❑Confluent growth ❑Wrong container ❑TNTC ❑Incomplete form ❑Turbld culture J ❑ ❑ Excess debris DRINKING WATER SAMPLE RESULTS UNSATISFACTORY,Coliforms present SATISFACTORY ? Coliforms absent REPEAT SAMPLES ❑ E.Coll present ❑ E.Coll absent REQUIRED ❑ Fecal present ElFecal absent SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO. DATE,TIME RECEIVED RECEIVED BY 089 DATE EPORTED Rid TE ACCT.fR a a z V Chapter 7 Distribution Facilities Design and Construction Standards PUD#1 of Mason County Union Water System Plan-Part B CHAPTER 7: DISTRIBUTION FACILITIES DESIGN AND CONSTRUCTION STANDARDS 7A. Project Review Procedures The Comp Plan together with the Water Policy Manual provide the policies and procedures that are to be applied in providing service to the properties served by PUD No. 1. The Water Policy Manual is located within the appendix of the Comp Plan. Specific sections of the Comp Plan and Water Policy Manual are referenced herein to address items identified within the Water System Planning Handbook. This Part B, the Comp Plan and Water Policy Manual are to be used together and entirely. The resolution of discrepancies between the documents is the sole responsibility of PUD No. 1. Extension policies are presented in Section 5 of the Water Policy Manual. 7B. Policies and Requirements for Outside Parties Refer to Chapter 7, page 42 of Part A of the Comp Plan. Section 2 of the Water Policy Manual presents the general terms, conditions and policies for furnishing and receiving water service from PUD No. 1. Section 5.2.4 discusses the requirements for the execution of a Work/Job Order Authorization Agreement. All water facilities must be located on property owned by PUD No. 1, located within public rights-of-way or dedicated easements. This and additional requirements are presented in Section 5.1.1 of the Water Policy Manual. From Section 5.2.3 of the Water Policy Manual, PUD No. 1 may provide the engineering design service. Looping of water mains may be required. The requirement is at the sole discretion of PUD No. 1. See Section 5.3.4 of the Water Policy Manual. For the Union Water System fire flow is required and therefore, the minimum fire flow requirement set by Mason County code 14.18 is 500 gpm for 30 minutes. Chapter 7:Distribution Facilities Design&Construction Standards -2- J PUD#1 of Mason County Union Water System Plan-Part 8 7C. Design Standards The Minimum Design Standards are presented in Chapter 7A, page 42 and 43 of the Comp Plan, but are scheduled to be revised this year. The revised design standards will be incorporated into the Water Policy Manual. Section 7A.1 includes the incorporation of other standards. General Design Standards are presented in Chapter 76, pages 44 through 46 of the Comp Plan. From page 45 all new water services shall be metered. Section 3 of the Water Policy Manual presents the meter requirements, including type and size. Refer to Chapter 7, page 42 of the Comp Plan. 7D. Construction Standards Standards Materials of Construction are presented in Chapter 7C, pages 46-49 of the Comp Plan. Chapter 71), pages 49 — 54 presents the reservoir standards for PUD No. 1. All construction standards are scheduled to be revised this year and will be incorporated into the Water Policy Manual. Installation specifications are presented in Chapter 5.3.2 of the Water Policy Manual. Generally PUD No. 1 has adopted the WSDOT Standard Specifications for Road, Bridge and Municipal Construction including the APWA Supplements, unless superseded or specifically amended by PUD No. 1. Pressure Testing is presented in Section 5.3.5 of the Water Policy Manual. Section 5.3.6 of the Water Policy Manual presents the disinfection requirements for all new water mains and repaired portions or extensions to existing mains. Refer to Chapter 7, page 44 of Comp Plan. 7E. Construction Certification and Follow-uo Procedures PUD No. 1 personnel are to inspect all new water system improvements and construction. The level and amount of inspection time is dependent upon the project complexity and PUD No. 1's experience with the contractor completing the work. At the discretion of PUD No. 1 inspection services may be completed by previously approved competent professionals. Final pressure testing is required and shall be completed in the presence of PUD No. 1 personnel. Testing equipment is to be provided by the contractor. Chapter 7:Distribution Facilities Design&Construction Standards -3- PUD#1 of Mason County Union Water System Plan-Part 8 Disinfection is to be completed by the contractor and satisfactory bacteriological test reports shall be submitted to PUD No. 1. PUD No. 1 will require as-built drawings upon completion of the work and before final acceptance is provided. All as-built drawings are to meet PUD No. 1's requirements. For applicable projects a DOH Construction Completion Report is to be completed and submitted to PUD No. 1 and DOH. Refer to Chapter 7, page 43 of the Comp Plan for exceptions. However, at minimum, a DOH Construction Completion Report shall be submitted to PUD No. 1 for final approval. Chapter 7:Distribution Facilities Design&Construction Standards -4- 00 L U Chapter 8 Improvement Program i PUD#1 of Mason County Union Water System Plan-Part 8 CHAPTER 8: IMPROVEMENT PROGRAM 8A. Prioritizing Improvements l 8A.1 Introduction The Improvement Program has been prepared to plan for anticipated system-wide improvements. These projects have been selected to improve the infrastructure and Isecurity of the existing water system. Although these recommended improvements are presented, it has to be noted that the specific needs of the Union Water System must be evaluated on an ongoing basis. Improvements In record keeping procedures and future changes to management techniques may provide information allowing PUD No. 1 to refine these improvement recommendations to closely meet future conditions. Each improvement recommendation is assigned a letter designation followed by a number. The improvements identified herein are labeled as follows: • Distribution System Improvements "D X" 9 Source/Storage improvements "S X" • Operations and Maintenance Improvements "O&M X" • Water System Planning Documents "P X" The "x" is replaced with a number assigned to that specific improvement. I8A.2 Distribution System Improvements ID1: Water Repairs, Replacement and Upgrade 500 lineal feet of 8-inch distribution main replacement. This improvement does not consist of a specific water main replacement, repair or upgrade. Instead this project anticipates that portions of the existing water distribution piping may need to be repaired or replaced due to the age of the piping. IChapter 8:Improvement Program -2- I PUD#1 of Mason County Union Water System Plan-Part 8 8A.5 Water System Planning Documents P1: Water System Plan Update: Per WAC 246-290-100 a water system plan update with DOH approval is required at least every 6 years or as directed by DOH. 88. Improvement Schedule UNION WATER SYSTEM CAPITAL IMPROVEMENTS PROJECT ESTIMATED COST ESTIMATED PROJECT PROJECT IDENTIFIER (2011) COMPLETION DATE Distribution Line Replacement (500 LF of 8-inch line) D1 $93,332.40 2015 New main installation (1,000 LF per year) D2 $100,000.00 2014 PRV Replacement of 4 existing PRV's D3 $210,634.75 2011 Site Upgrade S1 $11,111.00 2014 Leak Detection Program O&M 1 $3,600.00 2012 Meter Replacement Program O&M 2 $2,000.00 Ongoing,as needed Clean and Inspect Reservoir 0&M 3 $1,612.45 2011 Water System Plan Update Pi $20,000 2017 Chapter 8:Improvement Program -4- a L U Chapter 9 Financial Program PUD##1 of Mason County Union Water System Plan-Part 8 CHAPTER 9: FINANCIAL PROGRAM 9A. Financial Program UNION WATER SYSTEM CAPITAL IMPROVEMENTS PROJECT FUNDING ESTIMATED PROJECT IDENTIFIER SOURCE COST(2011) Distribution Line Replacement (500 LF of 8-inch line) D1 PWTF $93,332.40 New main installation (1,000 LF per year) D2 PWTF $100,000.00 PRV Replacement of 4 existing PRV's D3 PWTF $210,634.75 Site Upgrade 51 Reserves $11,111.00 Leak Detection Program 0&M 1 Reserves $3,600.00 Meter Replacement Program O&M 2 Not Applicable $2,000.00 Clean and Inspect Reservoir O&M 3 Reserves $1,612.45 Water System Plan Update Pi Reserves $20,000 Chapter 9:Financial Program -2- r c r r t � Chapter 10 � Miscellaneous Documents L r E E I I i I (Ihh X ENGINEERIM PS.35th Street,Suite 200 Tacoma,WA 98409 Office(253)473-4494 ! Fax(253)473-0599 www.apexengineering.net t I