o Holden BaNey  Asset Management Plan  Holden Beach Water and Sewer System  2024    Asset Management Plan  Page ixi  HOLDEN BEACH REGIONAL AVER. SYSTEM TABLEOF CONTENTS Description Executive Summary B. Introduction 1.1. Mission Statement 2. Utility Overview 2.1. Utility Overview Maps 2.2. Utility Facilities 3. Water System  Page(s) 2 2 3 3 4 5 6-7 7-14 15-20 20 20 20 20 21 24 25 28 28 28 29 29 30 31 37 37 38 39 39 39 39  3.1. Distribution Mains and Appurtenances 3.2. Elevated Storage Tank and Water Supply 3.3. Alternatives to Mitigate Risks 3.4. Water Booster Pump Stations 3.5 Check Valve Vaults 3.6 Control Systems 3.7 Wells or Treatment Plants 4. Wastewater Facilities 5. Employee Information Breakout 5.1 Miscellaneous Equipment Listing 6. Utility Assessment 6.1.1 Condition 6.1.2 Consequence of Failure 6.1.3 Redundancy 6.1.4 Risk Category 6.1.5 Estimated Useful Life 6.2 Assessment of Existing Inventory 6.3 Value of Assets and Replacement Costs 6.4 Operator Knowledge and Training 7. Capital Improvements Plan (CIP) 8. Operation and Maintenance Strategy and Plan 8.1. Routine Operations and Preventative Maintenance 8.2. Emergency/Reactive Maintenance 8.3. Deferred Maintenance  May 2024  ireen Engineering  W-HOLDEN123001)OfficelAsset Management Plan AMP    Asset Management Plan  Pagei iv  HOLDEN BEACH REGIONAL VATER SYSTEMMI  Tables, Charts, Figures  Page 5 6 7 7 7 IO 1I 11  Table. 3-1 Holden Beach Water System Overviewy Table 3-1.1 Distribution Mains and Appurtenances Table 3-1.2 Overview Horizontal Assets Table. 3-1.3 Holden Beach Meter County by Size Table. 3-2 Water Tank Information Chart 3-2.1 Max Day Growth  Chart3 3.2 Growth in Avg Annual Demand Exceeds State Standards 2046 I0  Chart3-2.2 Average Maximum Month Growth Chart3-2.3 Average Minimum Month Growth  Table. 3-2.2 Brunswick County Water Storage and Pump Stations HB. Area 13 Figure 3-2 Supply Lines from Brunswick & New Tank Location Optimal 14  Table 3-3 New Tank Cost Estimates Table 4-1 Holden Wastewater Overviewy Table 4-1.1 Wastewater Horizontal Assets Table 4-1.2 Other Assets  17 22 23 23 24 25 31 32 34 37  Table 5.1  Employee Information Breakout  Table 5-1.1 Miscellaneous Equipment Listing Table 6-1.1 Estimated Useful Life Table Table 6-2 Water Asset Inventory Rating Table 6-2.1 Wastewater Asset Inventory Rating Table 6-4 Operator Knowledge and Training Requirements  Table 6-1 Factors for Condition, Redundancy & Consequence of Failure 30  May 2024  reen Engineering  WAHOIDEMZ200IOMeeVisetManagement Plan AMP    Asset Management Plan Appendices  Pagev Total Pages 2 30 E9 6 12 5 39  HOEDEN BEACHREGIONAL CVATER. SYSTEM  Appendix Summary Horizontal Assets Appendir2 Asset Assessment Checklist Appendix3 Hydraulic Model and Hydrant Testing Appendix4 1977 Tank Plans  Appendix! 5 Water Quality Report Brunswick County  Appendix6 CIP  Appendix7 Operations and Maintenance Plan New  Supplementary Appendices A. Lead and Copper a. Sampling Locations b. Test Results R Rules and Requirements  B. Disinfection By-Products Compliance Monitoring  a. Sampling Sites b. Test Results C. Rules and Requirements - Bacteriological Testing a. Revised Coliform Rule - Map Requirement  b. Sampling Site Template and site list  May 2024  Oreen Engineering  WAHOLDEN123001)Office/Aiset Management Plan AMP    Asset Management Plan  Pagevi  HOLDEN BEACH REGBONAL WATER SYSTEM  D.P PublicNotification Requirements  E.C Cross Connection and Backflow Contral Program F.A Asbestos Monitoring! Waiver Approval b. Waiver Request Blank Form G. Monitoring Schedule a. Summary  a. Test Results  b. Complete Report including Requirements and Violations  H. Emergency Response Plan - - Utility Rates and Fees Current  . - Debt Service  K. Audit Reports FY2019-FY2023  L. Bulk. Service Agreement Brunswick County  May 2024  Oreen Engineering  W:HOLDENI23001)OfficelAsset Management Plan AMP    Asset Managemment Plan HOIDEN BEACH WATERSYSTEM ENECUTEVE SUMMARY  Page 1  This Asset Mamaigement Plan I5 developed for the Holen Beach Water System and provides the overall inventory of the assets En the system, the condition of infrastructure of the system, a look at future development through a Capital Improvements Plan (CIP), and a detailed description of the Operation and Maintenance ofthe existing infrastructure. The goal is to havea well-maintained  and reliable water system for all customers now and in the future. The plan has the following breakouts and direction:  Increase the knowledge and overall understanding ofthes system by the Town and its users, Communicate and: show how the assets were rated and the current conditions of the assets. Proactively plan for replacement and upgrades to equipment before the end of Provide a management roadmap and direction for the Town's employees and Council to  including field staff who maintain the system daily.  Provide overall asset listing for majori items within the water system.  infrastructure life cycles.  plan for needed financial investment and rates for the: Service.  May 2024  Oreen Engineering  W-HOLDENI23001)Office/Asset Management Plan AMP     Holden Bey  Asset Management Plan  Holden Beach Water and Sewer System  2024    1. NTRODUCTION    Asset Management Plam HOEDEN BEACH ATER. SYSHEM  INTRODUCTION  Pagez  Thps Asset Mamagement Plamm is dewelopedi tor the Folldem Beach Water System andi provides the overall inventory oft the systerm, the condition oft the system, a look at future developument through a Capitall Improwements Plam (CIP), and a detailed descrption of the Operation aid  Maintenance oft che existing umfrastructure. The plan has the following breakouts:  Utility Overview: Increase the knowledge and overall understanding oft the system by the Utility Assessment: Communicate and justify funding requirements for curent and future Capital Improvement Plan (CIP): Provide a management roadmap and direction for the Operation and Maintenance (0&M) Strategy and Plan: Demonstrate responsible management of the Town'sinfastnucture, equipment, and components. The purposes listed above are to help the Town develop, maintain, and continue to build a better water system in the most cost-eflective way. This helps to keep the maintenance COSIS low, which will also! keep the utility rates low for the customers and all stakeholders and reduce  Town and its users. projects and purchases. Town's employees and Council.  disruptions of service.  1.1. Holden Beach "About Us" Statement  NATIONALLY RECOGNIZED AS ONE OF THE PREMIER "FAMILY BEACHES" IN THE UNITED STATES. HOLDEN BEACH IS PROUD OF WHAT WE DO NOT HAVE. WE ARE PRIMARILY A RESIDENTIAL COMMUNITY, WITH A SMALL COMMERCIAL AREA. HOLDEN BEACH IS A GREAT PLACE TO RELAX, ENJoy THE BEACH AND THE NATURAL WILDLIFE THAT SURROUNDS US. CLEAN WATER, BLUE SKIES AND LOTS OF FAMILY  FUN. COME EXPERIENCE IT FOR YOURSELF!  Safe, Clean, Reliable water and wastewater service is critical to  families relaxing and having fun.  May 2024  reen Engineering  WAHOLDENI23001)OfficelAsset Management Plan AMP    2. UTILITY OVERVIEW    Asset Management Plan HOMDEN BEACE MAVER. SYSTEM 2.UTILITY OVERVIEW  Page 3  Holden Beach B5 in southeastern North Carolona. The Tovn consists of 3.4 square miles (0.7 square miles oft this water) with a population (per the 202Q US Census) of921, but the population swells to 6,579 in the: summer months. The Town provides both water and sewer service to their customers. Water is distributed through 22.32 miles of piping ranging from B-12 inch. There are 3,270 water: services. The Townl has I elevated: storage tank holding a maximum of3 300,000 gallons and has 2-12-inch major transmission supply lines at Seagull Drive Inland Waterway Crossing and at NC 130 (near the bridge). Water treatment is provided by Brunswick County. The contract Is for ai maximum of L.8 MGD and expires in 2061. The Average daily water use was 0.473MGD  and had a maximum daily demand of 1.05 MGD in 2022. See Table. 3-1 2.1UTILITY OVERVIEW APPENDIX MAPS AND: SPREADSHEETS  A Complete Survey grade GIS file was: sent to the Town of Holden Beach for all of their existing assets. On November 3, 2023, all the Utility staff were trained using Leica Zeno FLX100 Plus antenna, Leica Zeno Mobile Application on the Tablet, utilizing the database created by Green engineering from ArcMap. With this simple system they can locate exactly any of their assets within their system. This is particularly important during storm events when horizontal assets may GIS maps were also provided as a back-up are in al bound ring binder entitled "Asset Inventory Maps Holden Beach Public Works". It shows all the assets in the system including all water valves, all sewer valves, all fire hydrants, all SS valve pits (vacuum sewer system), Water Meters, Blow-offs, Drop Inlets, 1-12-inch water mains by material (AC, PVC, Ductile), 6-10 inch Force Mains between pump stations and from the island to Brunswick County, all 4-10 inch vacuum  be covered with sand during over wash oft the island.  sewer, and all combo vacuum/sewer pumping stations.  May 2024  reen Engineering  W-HOLDENI230011Office/Asset tManagement Plan AMP    Guntons  CESSN  pand  Ogu  e  Dvb6s    B        Asset Management Plan HOLDEN BEACH VAYER. SYSTEM 2.2UTILITY FACHLITIES  Page 4  Halden Beach hhas their matt aintenanee tacility for their Utility Operations offt the Esland ont the marland: at their Emeryency Operations Center located at 1044 Sabbath Home Road, Supply. NC. This IS where they store. almost all ecessary repair parts andi piping. They have a well-stocked inventory of all materials necessary for almost any repair for their horizontal and vertical assets inclading vacuum pumps and transfer FM pumps. The remainder of their operations are out of their Town Hall located at E12 Rothschuld Street Holden Beach, NC. This is a modern well- equipped facility. They use the elevated tank site: and the wastewater wacuum and pumping stations  as storage sites for some equipment, but they are very limited for spaçe.  May 2024  Oreen Engineering  WAHOLDENI23001)Office/Asset Management Plan AMP    3. WATER SYSTEM    Asset Management Plan HOLDEN BEACH WAYER. SVSVEM WATERSYSTENE Category Water Facilities Operations Warchouse BillingOfficc Distribution Svstem KoidontlCunctuny ConerciCuanectiouny Grounds Storage Tanks Distribution Appurtenances Booster Pumpstations Blow-otls ContrulSistens Waters Supply Wells EmployeesStl Miscellancous Equipment  Page 5  Table. 3-1 Holden Beach Water System Overvieww  Description  10414 Sabbath Home Road, Supply. NC. 112 Rothschild Street Holdem Beach, NC 3,260 unvep/3.73WSP202 None Identified as such  Main Transniission Connections 2-12inch PleyatedWater Tank Capacity 300,000 Gallons  0  Mains and 22.32 miles (GIS) of various sizes from I"to  12" mains, 291 valves and 162 fire hydrants.  Water Treatment Bruns Couney 1.8N MGD (Max Day 58% 1.05 MGD in 2022)  0 15  Radio Telemetry System with power back-up Provided by Custom Controls only EST level and Sewer PS 3&4 at this time 5.25 FTES total: 4.25 System, 1 Business Office and Customer Service 2019 Vac-Con, 2014. CAT Backhoe, 2016 Mini Excavators, Dump Truck from PS (shared), 20 Godwin CD150 Water Pumps,5F-  0  150 Crew Trucks  Radio Telemetry  May 2024  green Engineering  W:HOLDENI230010fice/AssetManagement Plan AMP    Asset Management Plan HOLDEN BEACH WATER. SVSTEM  Page6 6  3.1 Distribution Mains and Appurtenances  Theexisting distributron system ES compased of approximately 22.32 miles of vwater lines ranging IE size from E-inch to 12-mch matns. As part oft the AIA process the LOMMIL now has every asset geolocated in a GIS datibase for the system. A large portion oft the systent was constructed in 1977. The larger mains installed at that Eime were. Asbestos Cement for Eunes 4 inches and above in diameter. Crosslnes on DOTroads were to be DI: and 2 inch, and I-inch lines were constructed ofP PVC. 2-inch lines were encased in steel under DOT roads. Service lines from the main to the meter base are polyethylene. Holden Beach does not have a GIS Department; updates are being recorded and kept for future updates by their Engineer of Choice or by Brunswick County. The 12-inch HDPE transmission lines from Brunswick County at NCI30 near the bridge, and the 8- inch HDPE crossing to 12 inch PVC: main on Sea Gull Drive are the only sources of water for the There are 126 valves for shutting off water service, ranging from I-inch through 12-inch, with 15 dead-end blow offs, and 162 fire hydrants. Valve Sizes were not collected for survey, but valves ona any size line should be the same as the pipe unless they are for al hydrant leg or a lateral feed. The overal! pipe length totals in miles and percent of the entire system are condensed into Table 3-1.1, and Hydrants, Valves, Blow-Offs and Meters are in Table 3-1.2. Table 3-1.1 Overview of Pipes (Horizontal Assets) in Holden Beach Water System  Town.  Holden Beach Totals (Miles) 0.07 3.42 0.29 9.48 0.29 0 8.77 22.32  Percent of System 0.3% 15.3% 1.3% 42.5% 1.3% 0% 39.3% 100%  PipeSize 2" 4" 6" 8" 10" 12" Total  May 2024  Oreen Engineering  WAHOLDENI23001)OfficelAsset Management Plan AMP    Asset Management Plan HOLDEN BEACH WATER SYSTEM  Page7  Tahle: 3-1.2 Overview ofo ottzer Watere (torizaatal Assets) Em Holden Bezch Water System  Hydrants, Valves, Biow- Offs, Meters Ilydrants Valves Blow-Offs Meters  Fotal Number 162 291 15 3.260  Per 1000 fect of Systeni 1.37 Avgevery 730 ft) 2.47 (w/ hydrant valves)  0.13 27.7  Table. 3.1.3Holden Beach Meter Count by Size  Count of METER Type METER Type 1Inch 21 Inch 3/4 Inch Grand Total  Total 34 4 3360 3398  3.2 Elevated Storage Tank and Water Supply  The Holden Beach Water System has one elevated water storage tank with a capacity of 300,000  gallons. Table 3-2 shows the tank location, overflow elevation, and range. Table. 3-2. Water Storage Tank Information Built in 1978  Facility Address  Capacity Fouting (gallons) ()  llcight to Overflow Tank  Elevation Overflow Elevation Range  (t) 155.0  () 168.0  (I) 28.0  Tanki Brunswick Ave W. 300,000 13.0  Holden Beach, NÇ  Tank 2  Future Possible Future  May 2024  Oreen Engineering  WAHOLDEN123001)OficelAsset Management Plan AMP    Asset Management Plan HOLDEN BEACH WATER SYSTEM  Page 8  Current Water Demand and Storage:  Based upon the average daily water demand for 2022ofapproximately 0.473 million gallons per day (LWSP), the system has just over a 15-hour supply ift the tank was completely full and both transmission lines failed. There would only be a 6.9-hour supply on a maximum demand day. This amount of storage is adequate as the minimum state standards under 15A NCAC 18C 0805(c) for all water systems is one halfday's 's supply on an average day, but does not meet the standard ifthe Town wishes to meet the requirement on a peak demand day. Holden Beach is also unique when compared to other communities as the maximum daily water demand in the summer versus the minimum monthly average water demand in the winter is 6 times greater. (1.05 MGD versus 0.1733 MGD). And the monthly maximum is 4.8 times the monthly minimum (0.834 MGD versus 0.1733 MGD). Small towns ofthis size typically have ar ratio ofless than 2 times greater maximum month to minimum monthly average. The very large swing in water demand which occurs seasonally must be considered when planning for infrastructure size, including water storage.  May 2024  green Engineering  W.HOLDEN123001)OfficelAsset Management Plan AMP    Asset Management Pian HOLDEN BEACH WATERSYSTEM  Page 9  Grosth and Population Projections:  Based on curtent property maps far the Towm of Holdem Beach, approximately 22% oft the island iso open for development. Inadditiom, manyofthepropertis wwhich arel being redeveloped. aret merch larger than the original houses on the property. and trigation is more prevalent than evem 20 years ago, placing additional demands on the water: system. State DWR growth projections for Holden Beach currently show an 8% increase in water demand by 2030, a 19% growth in water demand by 2040. and a 30% increase in watec demand by 2050. Based on these numbers, by 2050 the current elevated tank will only supply 5.3 hours of water on a peak demand day and 11.71 hours on an average day assuming both water lines failed from Brunswick County. This will not meet the state recommended 12 hours of storage for an average demand day in 2046. See Chart 3.2. On a maximum demand day, the town will only have a 6.9-hour storage capacity currently which drops to 4.8 hours by 2060. See Chart 3.2.1. Similar results are seen for the maximum demand monthly: average. Adding as second 300,000-gallon tank increases the storage capacity to more than 121 hours through 2068 when the town should bei near build-out. See Chart3.2.2 Another important issue is water system tumover. 72 hours is a desired tank turnover to maintain water quality. The town's minimum monthly water demands are. 3 days by 2037 even with a second tank. See Chart  3.2.3.  Properties for Future Development Shown in Blue for Example  May 2024  reen Engineering  WAHOIDEMZ200I0OMKe/AisetMamagement Plan AMP    Asset Management Plan HOEDEN BEACH ATER SYSTEM  Page 10  Chart3.2 Growth in Average Annual Demand Exeeeds State Standards in 2046  Holden Beach Average Day Growth  0B 0.75 G.7 0.65 06 0.55 05 045 0.4  0.67  0.62  0.56  05t  0.47 2022  2030  2040 Vear  2050  2060  Chart3 3.2.1 Current Storage 6.9 Hours Decreases to 4.8 Hours Storage  HOLDEN BEACH MAX DAY GROWTH  1.6 15 1.4 1.3 8 12 1.1 1.05 1 0.9  1.49  1.37  1.25  1.13  2022  2030  2040 Year  2050  2060  May 2024  Oreen Engineering  W-HOLDENI23001)OfficelAsset Management Plan AMP    Asset Managememt Plan HOIDEN BEACH VAMER. SYSTEM  Page 11  Chart 3.2.2 Current Storage 8.7 Hours Decreases to 5.7 Hours by 2070 Add Second 300,000 Gallon Tank Storage Increases to 17.3 Hours Current to I.3in 2070  Average Maximum Month Growth  BA 13 12 11 2 1 09 08 0.7 0.6  127  1.18  108  099  09  0.83  2022  2030  2040 Year 2050  2060  2070  Chart 3.2.3 Current Turnover 1.7 days Decreases to 1.1 Days by 2070 Add Second 300,000 Gallon Tank Current 3.47 Days, 3 Days in 2036*  *3 Days or Less Desired  Average Minimum Month Growth  0.28 0.26 0.24 0.22 0 0.2 N 0.18 0.16 0.14 0.12 0.1  0.265  0.246  0.225  0.206  0.187  0.173  2022  2030  2040 2050 Year  2060  2070  May 2024  Oreen Engineering  WAHOLDEN123001)OfficelAsset Management Plan AMP    Asset Management Plan HOLDEN BEACH WATER. SYSTEM  Page 12  Potential for Loss of Service firem Brunswick County  Hfany of the following occurred or a seres ofevents occured Holden Beach wouldl be reliant on the elevated tank(s) alone. I)Both supply lines (12i inch at the bridge at NC 130 and the 8-inch to 12i inch on Seagull Drive from Brunswick County failed. Upstream there is a network of 12 inch and smaller pipelines, but they all originate from one large 30-inch transmission main on US 17 which feeds from a pumping station at Bell Swamp at the 4 MG ground water storage tank 2) Brunswick County's pump station from the on-ground tanks at Bell Swamp failed, 3) The two treatment plants or their pump stations failed (they both have generator back-up). There isl limited elevated storage capacity in this area of the Brunswick County Water System of1.I MGD total to serve from Bell Swamp to Calabash. There is more than adequate ground storage at Bel! Swamp near the US 17 and NC871 intersection near' Winnabow, but the tank is 20 miles from the Shallotte elevated tank and another 9.5 miles to Holden Beach. (See Table 3-2.2) 4) A major leak in the Brunswick County system near the two water line feeds to Holden Beach could cause very low  pressure in the supply lines.  All 4 scenarios above are unlikely to occur, but they are possible.  Red 30-inch US 17 South from Pump Station, Pink 16 in, Blue 12 in, Holden Bottom Left  May 2024  reen Engineering  WAHOLDENI23001)Office/Asset Management Plan AMP    Asset Management Plan HOLDEN BEACH WVATER. SYSTEMI  Page 13  The Town should also be aware that a water macn break on the 12-inch AC main on Oceam Boulevard west of where the 12-inch Iime from Seagu!l eateEs the system would result in losing system pressure for all customers west ofd this location until the line was repaired or replaced. This is more than 330 customers, or more than 10% of the system. Any break on Ocean Boulevard beyond Brunswick Avenue and before Seagull, and the west end of the island can only be fed by  the Seagull Drive line. See Figure. 3-3 on page 14.  Table. 3-2.2 Brunswick County Water Storage and Pump Stations Holden Beach Area  Facility Name Ground Bell Swamp Storage Elevated Shallotte Storage  Capacity Overflow Distance 1o Elevated Tank  Flevation (ft) 60  (gailons) 4MG 0.3MG  20 miles to Shallotte Elevated Storage Tank (EST),29.5miles to Holden Beach 175 Supplies Shallotte area 9.5 miles to 168 Supplies Ocean Isle Beach 5.0 miles to  Holden Beach Shallotte EST Shallotte EST Shallotte EST  Shallotte Point 0.3MG  Sunset Calabash Pump Bell Swamp Station  0.2MG 0.3MG  Supplies Sunset Beach 12.5 miles 168 Supplies Calabash 14.25 miles to N/A Pumps into 30 inch on US 17 South  May 2024  green Engineering  W-HOLDENI23001)OfficelAsset Management Plan AMP    Asset Management Plan HOIDEN BEACHWATER: SYSTEMM  Page 14  Figure 3-2. Transmission Lines firom Brunswick County Shown. Ocean Boulevard 12-inch Transmission Linei is a single pipeline beyond Brunswick Drive. Potential tank (shown with red arrow) located on higher ground away from erosion zone for the island could supply 300+ Homes if the 12 Inch AC Pipeline on Ocean Boulevard failed west ofSeagul! Drive.    Possible Second 300,000 Gallon Tank  Second Supply Line Seagull Drive End'Brunswick Avenue 2ndLine  Elevated 300,000Gal Tânk  NC13012Inch Feed from Brunswick  Photo: AcAuRACaANECAmmATs  May 2024  reen Engineering  W-HOLDENI23001Office/Asset Management Plan AMP    Asset Management Plan HOLDEN BEACH WATER SVSTEM  Page 15  3.3. Alternativest to Mitigate Risks ift the Town Desires  EfHolden Beach focls that the misks mentioned Bn section 3-2 above are E00 great ar they want tto store additional water for high demand periods during the summer, or they want to prepare for future growth, then there are: aitematives that would mitigate some oft the risks for the community. Alternative I) There are benefits of having a second elevated water tank or water feed firom the westem end ofi the island because of Holden Beech's unique long and narrow distrbution system. As second tank would of course help if the supply from Brunswick County were lost, as it would help sustain pressures and flow until the supply was restored. A second tank would help maintain pressure when the one existing tank is out of service for any reason including painting and maintenance. During a large fire event it would help to stabilize pressure as the tank would be on the island. However, Brunswick County's eastern water tanks also operate at the 168-175-foot overflow elevation (See Table 3-2.2) and should support Holden Beach pressure under most cirçumstances with only minor pressure losses. Green Engineering has completed a hydraulic model oft the Holden Beach water system, and the results of the study are available in a separate A second elevated tank will be needed before 2046 based on NCDWR projected growth rates for an average day's 's demand to meet the recommended requirements under 15A NCAC 18C 0805(c). Another benefit of having a second tank on the westem portion of the island is to maintain water supply in that portion ofl Holden Beach in the event the 12-inch asbestos cement line along Ocean Boulevard West (SRI16) failed anywhere west of Sea Gull Drive. (west of where the second feed from Brunswick County crosses the inland waterway) This AC pipeline which is already more than 40 years old is more likely to fail due to age and due to the fragile nature ofA ACpipe. However, town authorized testing oft the pipeline at threel locations by a company specializingi in AC pipeline analysis showed the pipeline to be in good condition a few years ago. This was an excellent predictive tool for this aging pipeline, and the Town is to be commended for taking this proactive step. When the line does fail in the future, an elevated tank would keep the west end of the island supplied with water if the line could not be quickly or easily repaired. This would ensure more than 330 homes west of Seagull Drive (10% of the entire system) (some with as many as 16 bedrooms) would have water service during the repair or extended outage. If two tanks were in place, water would bei fed from both the east and thei far west sides oft thei island minimizing outages toi isolated areas between valves during a main break anywhere on thei island, improvingreliability.  report.  May 2024  reen Engineering  WAHOLDENI23001)OfficelAsset Management Plan AMP    Asset Management Plan HOLDEN BEACH WATER: SYSTEM  Page 16  An: additional tank of 300,000 gallons OF more would increase the back-up wwater supply to almost 14 hours on the current maximem demand day when it is most needed and to almost 31 hours during an average day. This would then exceed the state recommended storage of a half day minimum storage during the whole year, including the heavy demand period of May through September. The items to be considered before adding a second tank are the cost for the tank and land (cost estimate $2.473 M) See Table 3-3 not including land costs). cost to maintain annually, and finding a stable and safe site near the western end of the island that would be available. Itis also understood that the Town may prefer to site the second tank on land that is already owned by the town, as land at the western end ofthe island is not available. The second tank isc currently shown to be funded in the FY32 and FY33 budgets in the CIP before the town fails to meet the state requirements for water storage, and in case water use growth exceeds Ac concem that has been expressed is that the water will not be tured over often enough during the Winter with a second tank. Based on low water flow averages in January and February of 0.2104 MGD and 0.1733 MGD, water would be tured over with the tanks completely full every 2.85 days to 3.46 days based on having two 300,000-gallon tanks, very close to the recommended 3 days for a water system. Therefore, water age should not be a great concern if the town decides toadd a second 300,000-galion tank. The town could consider performing some fire flow testing or performing unidirectional flushing during this period to increase water turnover if desired, which wouldi improve turnover. The downside is that this water must be purchased from Brunswick County without a retum in revenue from customers, so this needs to be minimized when possible.  current projections.  See Table. 3-3 for Cost Breakdown for Tank  May 2024  green Engineering  W-HOLDENI23001)OfficelAsset Management Plan AMP    Asset Management Plan HOLDEN BEACH WATER: SYSVEMI  Page 17  Table3 3-3  Canstructian Casts 300,000 Elevated Tamk. & Altitfe valve  $1,990,000100 $1,980,000.00 $198.000.00 $2,178,000.00  Comangengy(0kg, consorchon costs): Coastruction Subtotal: Engineering Casts Engineering Design Permitting Land Surveying Costs Other:  150,000 1500 2700  Engineering Subtotal: Administration' Costs Planning (pre-construction costs) Easement Preparation Engineering Report Preparation  $154,200.00  1,500 8,500  Environmental Documentation Preparation (ifapplicable) Legal Costs Project administration Field Observation Bid and Award  1,500 35,000 90,000 4,500 $141,000.00 $2,473,200.00  Administration Subtotal: TOTAL PROJECT COST:  May 2024  WAHOLDENI23001)Office/Asset  reen OEngineering  Management Plan AMP    Asset Management Plan HOLDEN BEACH WATER: SYSTEMM  Page 18  Alternative 2) Am alltermative thar could Ibe oomsiicred is a secend 12-imch er 8-imch maaum wwhich could be fed west dosn Oceam Boullevand frem Scagull Dnive to Skimmer Court 00.56 miles This would be tied into the 2-imch AC maim at (wwo ar three places along the line to provide hack-p during supply for about 2/3 oft dhe 330 homes at the west end of dhe asland beyond Seagull afdhe line along Ocean Boulevand failed.. This is a very crouded area and digging would be very impactful tol both Customers and staffa ase every water, sewer, electric, telephone, and cable line will have to be worked around. Ocean Boulevard would bei impacted more than during the recent bike widening project. Because of the difficulty of construction, the cost per foot to install the pipei is much greater than an average project. Total cost estimates for the project are $600,000 to$900.000. No other benefits of an elevated tank are provided by this project and it should be considered a temporary solution as the Town will require additional storage at least in 2046. See Chart 3-2 Alternative. 3) Third feed from mainland from the end of Windy Point under the inland waterway to west of Skimmer Court. Windy Point is only a 6-inch water main at the end of the street but could provide enough water for the again 2/3 of the 330+ homes. This alternative is probably not practical due to permitting and other issues to obtain a third supply to thei island, and would cost more than the aiternative 2 above, makingi it less practical. Another feed with slightly more benefit but even higher costs would be to run an 8 inch from Calvin Point near Ocean Isle Beach under the Intercoastal Waterway to the end of Ocean Boulevard. This would be very disruptive, but with the slight additional benefit ofcovering 100% of the west end oft the island in the event ofar major water line failure on Ocean Boulevard. Permits would be difficult to obtain, and cost may be prohibitive, without major additional benefit. This alterative is not practical or cost effective either and does not add the benefits ofi increased water storage which will be needed in the future. Alternative 4) Install a second tank on an adjacent site now or later of 300,000 gallons capacity. The storage benefit would be the same for emergencies, but it would not protect the west end of the island from a pipe failure. There is also a limited amount of space in this area and the tank would need to be located to not block the signals from the existing mobile phone tenants. Because this is a significant source of income for the town this should be rejected. A similar option is to eventually replace the existing tank with a larger 500,000-gallon tank on the same or an adjacent site when the current tank reaches the end ofi its life cycle. The current elevated tank at the bridge iss still in excellent condition but the Town could eventually replace the existing tank with a larger 500,000-gallon tank on the same or an adjacent site when the current tank reaches the end ofits life cycle. This is rejected as a very long solution, as with proper maintenance tanks can last 100  years or more.  May 2024  Oreen Engineering  WHOLDENI23001)OfficelAsset Management Plan AMP    Asset Management Flan HOLDEN BEACH WATER SYSTEM  Page 19  Afternative 5) Leave dhe systemn as as curently designod. The Town has 2-12-imch supplly lumes from Brunswick Coamty (Brdge and Seagull Drive). Enther supply Bine is large cnough to supply the town by itself, $0 you already have redundancy of supply. Brumswick Coumty has am adequate supply ofboth raw water and treated water: and Holden Beach recently updated the supplycontract with the County to 1.8 MGD until 2061.The max day demand was only 1.05 MGD or 58% ofthis volume and should ber more than adequate through the contract period. See Chart3-2.1 Brunswick County is a large and well-run water system with two large water treatment facilities and a large network of tanks and booster pump stations. While the 300,000-gallon tank is 47 years old, it has been well maintained throughout its life. You currently have a Service Contract for the elevated storage tank which handles maintenance and painting. The tank isa also a source ofrevenue for the Town as there are currently 5 cell phone companies paying al lease for the property to place their equipment on the tank. Even though the tank only holds a little over 7 hours of water during the highest demand day, it is normally kept almost full by the Brunswick supply lines under normal circumstances. Even with the limited volume of 300,000 gallons, the tank does meet the current NCDEQ recommended 12 hours ofcapacity on an average day, with 15 hours storage. Whileitis possible for the 12-inch AC pipeline on Ocean Boulevard to fail placing customers out of water, the Public Works Department keeps a well-stocked supply of materials to fix the pipeline. hopefully limiting the time without water. The pipeline was also tested by a nationally recognized testing firm for AC pipelines, and they stated that the line had 40 more years of life expectancy just a few years ago. However, it is recommended that the town prepare to begin replacing at least portions of the line int the next few years as this 12-inch AC pipeline down Ocean Boulevard is the critical "backbone" of your water system. Staying with the current design of the system will of course cost $0, saving the funds for other needed water and wastewater projects, or not spending No matter the final decision by the Town, Alternatives one or two could be completed later if desired. Option 5 to not add a second tank would save money for other needed projects and keep rates as low as possible. Although not mentioned above because the 300,000-gallon elevated tank at the bridge is still in excellent condition could be to eventually replace the existing tank with a larger 500,000-gallon tank on an adjacent site when it reaches the end ofits life cycle or asas second  for the tank now will of course keep rates lower at least for now.  tank on the same site  May 2024  green Engineering  WAHOLDEN/23001OfficelAsset Management Plan AMP    Asset Management Plan HOLDEN BEACH WAVER. SVSTEM  8 Page 20  Maintemance of the existing elevated storage tank is curently provided by Utility Service Tank location, main sizes, and pumtpinmg capacities will be evaluated as part ofal hydraulic modell which was created utilizing very; accurate survey grade data for the water and sewer system. Latitude and Longitude are available for all assets in the water system including valves, hydrants, and meters provided a part ofthe. AIA. AU can be Geo-located after a major storm event even if they are covered with sand or debris since Holden Beach has been provided and  Compamy.  trained with survey GIS and Leica Zeno Mobile Devices.  3.4 Water Booster Pump Stations  There are no Booster Pump Stations controlled by the Town of Holden Beach as water is fed from Brunswick County and the system isa a one pressure zone system.  3.5 Check Valve Vaults  There are no check valves as the system is in one pressure zone with one elevated  tank.  3.6 Control Systems  Radio telemetry system.  The Holden Beach Water System water tank level is monitored bya a radio telemetry  3.7 Water Supply Well(s) Or Treatment Plant(s)  All water is supplied by Brunswick County. The town contracts with Brunswick County for their water supply. 04-10-045. 1.8 MGD Maximum. Contract Expiration  2061. Contract is recurring.  May 2024  Oreen )Engineering  W-HOLDEN123001)OfficelAsset: Management Plan AMP    4. WASTEWATER FACILITIES    Asset Management Plan HOLDEN BEACHI W/ATERSYSTEM  Page 21  WASTEWATER FACILITHES  The entire Holden Beach sewer collectrom system opcrates on the wacuum sewer principle and is divided into four (4) service areas by pump station, corresponding to Pump Stations 1 through 4. Pump Stations 2, 3, and 4 have their service areas segregated into an A zone: and B zones. The A and B: zones generally run one: zone east: and one: zone west along thei island. Pump Station I service area contains 4: zones. Zones are divided as east and west running lines, and oceanfront, versus the inland waterway side. Each zone enters the collection tank through a separate inlet pipe and isolation valve. There are ai total of21.06 miles of Vacuum Sewer Collection lines ranging in size from 4 inch to 10 inches in diameter. From the vacuum collection system, the wastewater first enters the pump stations carbon steel collection tanks. (PSI 4500 Gallons and PS2-4 3000 Gallons each) The sewage transport components at the Holden Beach pump stations are segregated into two types of systems. The first type included at all four (4) pump stations are sewage transfer pumps, which are connected to the collection tank. They transport the sewage from the tank to: a wet well containing transfer pumps. The submersible transfer pumps are located in a wet well adjacent to the subsurface structure at Pump Stations 1 and 4. 5.25 miles of 8-inch and 10-inch PVCand HDPE force mains transport the wastewater off the island from pump stations I and 4 to the mainland for treatment and disposal by Brunswick County. The entire collection system and vacuum and pumping stations were put into service around 2005. The contract for treatment with Brunswick County is for I MGD per day and the average discharge in 2022 was 0.2752 MGD and the max flow was 0.5628 MGD. The Collection System Permit' w@cso04Oiseurently permitted Table 4-1 on the next page is an overview of the utility and the customers it serves:  for 2.0 MGD.  May 2024  WAMHOID:MZ300IOMe-WAse.Mangement Plan AMP  Boene    Asset Management Plan HOLDEN BEACH WAVER SWSHEMI  Page 22  Table4-1. Holden Bezch Wasteswater Vzccum and Pumping Collection System Owervieww  Category Wastewater Facilities Town Hall Billing Office Collection Sysiem Connections SSValve Pits Vacuum Piping Size SewerSystem Valves Pump Station Capacities  Description  Holden Beach EOC/Operation 1044 Sabbath Home Road, Supply, NC  1121 Rothschild Street Holden Beach, NC 1,492SS Valve Pits (Vacuum Valves)  2,984 4-10 inch 126  Vacuum Collection Systen Feet 111,197 Feet (21.06 Miles)  Rotary Vane Vacuum Pumps PSI 4-455 CFM Vacuum Pumps (Collects  from Service Area I and PS2) PS2 2-455 CFM Vacuum Pumps PS3 2-455 CFM Vacuum Pumps PS4 2-455 CFM Vacuum Pumps (Collects from Service Area 4 and from PS3  Vacuum Storage Tanks Carbon PSI4 4,500 Gallons all others 3,000 Gallons No  Stccl  Redundancy PSI 1165 GPM PS2 450GMP PS3349GPM PS4 364 GPM 27,720 (5.25 miles) in-2022) None  Transfer Pump Capacities  Force Main Piping Size Force Main SS Piping Feet  6i inch and 8i inch- 2 connections to mainland  WasteTreat Brunswick County 1.0 MGD (Max Avg Month 56% 0.563 MGD  Control Systerns WaterSupply Wells Employces/Staff Miscellancous Equipment  Radio Telemetry System / Custom Controls 5.25 FTES total: 4.25 System, 1 Business Office and Customer Serviçe 2019 Vac-Con, 2014 CAT Backhoe, 2016 Mini Excavators, Dump Truck from PS (shared), 2 Godwin CD150 Water Pumps,5F-  150 Crew Trucks  May 2024  green Engineering  WIVODEMVAOIOM-AIe Management Plan AMP    Asset Management Plan HOLDEN BEACH WATERSYSTEM  Page 23  Table 4-1.1 Breakdown of Pipes(Harizmntal Assets) in thel Halden Beach Wastewater System  Flolden Beach Totals (Miles) 5.25  Percent of System 26.8% 73.9% 100% 47.3% 20.2% 22.1% 10.4% 100%  Pipe Size 8" Force Main 1.37 10" Force Main 3.88 Total 4Vacuum SS 9.97 6"Vacuum SS 4.25 8"Vacuun SS 4.66 10Vacuum SS 2.18 Total  21.06  Table 4-1.2 Breakdown ofOther Horizontal Assets in the Holden Beach Wastewater System  Sewer Valves. Total Number SSValyepits SS Valves SSValvepits 1492  Per 1000 feet of System 13.4(serves 21 houses)  126  0.88  May 2024  reen Engineering  WAHOLDENI23001)OfficelAsset Management Plan AMP    5. EMPLOYEE NFORMATION    Asset Management Plan HOLDEN BEACH WATER: SYSTEM  Page 24  5. EMPLOYEESSTAFF AND EQUIPMENT  There are 4.25 Full Time Equivalents (FIEs) totall am the Folden Beach Water amd Wastewater System at the cument te. These employees perate and repair all the water distribution system, hydrants, valves, services, meters and adios, amd clevated tank an a day-to-day basis. The same employees operate and repair the vacuum sewver system including the 4 major vacumm and pumping stations, all the vacuum lines, all the force main lines and valve boxes. One full-time employee operates the business office functions and customer service functions for the water system. The following is the breakout of the employees, their education, and their training  Certifications.  Table 5.1 Employee Information Breakout Director of! Public Works Water and Sewer Supervisor Public Services Crew Leader Senior Public Services Technician Senior Public Services Technician Public Services Technician Public Services Technician Utility Billing Specialist  Position  Education High School/GED High School/GED High School/GED High School/GED High School/GED High School/GED High School/GED Some College  Certifications A-Dist.;Cross Comnection,olections II B-Dist.; Collections II C-Dist; Collections I, CDL C-Dist; Collections I Collections I;CDL CDL Billing Soft Training  The experience and education of the employees are critical for the proper operation of the water  system.  May 2024  Oreen Engineering  WHOLDENI23001)OfficelAsset Management Plan AMP    Asset Management Plan HOLDEN BEACH WATER SYSTEM 5.1 MISCELLANEOUS EQUIPMIENT  Page 25  The Holden Bezch Water System lhas mtiscellamoours equipment dhat is meoded for the werk andl repairs on tie system. The equapmment listod in Table. 3-6 does mot emcompass all the equupamemt,  but only those that are considerod fixed assets worth $5,000 imi mitial cost.  Table 5-1.1. Miscellaneous Equipment Listing  Category Vehicles  Quantity Descriptions  ServiceTrucks Mini Excavators VacuumTruck GeneratorSeis Water Punips Backhnes  5 I 4 2  F-1504 4X4 Crew Trucks 2016 KXO-40 Excavator  2019 Vac-Con Vac Truck on Freightliner Chassis Cummins 150 KW Gen Sets with Trailers CD 150 150S Dri Prime 6-inch Godwin Pumps  2014 Cat Model 420F  May 2024  reen Engineering  WAHOIDEMZ3COIOMe-VisetMangement Plan AMP    Asset Management Plan ROLDENBEACHI W/ATERSYSTEM  Page 26  May 2024  reen Engineering  WAHOLDENI23001)OficelAsset Management Plan AMP    Asset Mamagement Flan HOIDEN BEACH WATER SYSTEM  Page 27  May 2024  Oreen Engineering  WAHOLDENI23001)OfficelAsset Management Plan AMP    6. - UTILITY ASSESSMENT    Asset Management Plan HOLDEN BEACH WATERSYSTEM 6.0 UTILITY ASSESSMENT  Page 28  Greem Engineering. PLLC, A cooperitrom ssith Holden Beach. preparad a Water and System Operation and Systierm Evaluation Study amf Capital Improvements Pln (CHP). The asset taventouy and assessments wwere. greparedi swithn gurdance provided by the US Enviroammential. Protectron Agency's (EPA) Checkup Program for Small Systems (CUPSS) Co identify and proritize critical assets. This process included reviewing all assets and recording theiE conditions, ceiticality to the utility (consequence of failure) and redundancy (the number of back-up assets to help support each asset). Thei information collected in the 2024 report was used to assign a risk to each asset. This will ensure that the utility delivers the level ofservicer needed to meet the mission  statement and user expectations.  Version release 1.3.8 from October 2014  6.1 The following sections define the metrics used to assess the assets:  6.1.1 Condition  The condition ofe each of the critical assets was ranked according to the following scale: Excellent - New equipment with 290%ofa anticipated equipment life remaining  Good - Equipment with <90% of anticipated equipment life remaining and in above average Poor - Not suitable for long-term use due to multiple recorded line failures, significant corrosion, end of typical life cycle, reduced capacity, unreliability, or other mechanical or electrical  condition  Fair - Average condition and suitable for operation  deficiencies. Very Poor - Not operable  The condition oft the utility assets IS further described in Appendix B. Assets rated as poor or very  poor are addressed through the CIP.  6.1.2 Consequence of Failure  As defined in the CUPSS guidance, consequence of failure "estimates the degree of impact on utility service should the asset fail". The consequence of failure of each asset was ranked  according to the following scale:  May 2024  Oreen Engineering  WAHOLDEN123001)OfficelAsset Management Plan AMP    Asset Management Plan HOLDEN BEACH WATER SSMEM  Page 29  Iinsignokteant Jimicnall short-tecn impact QH wwater mduction and distrbution operations. Minor Minamal shuort-Ber or long-temm impact on waRea production andi distrbution opemations  Moderate - Operations will be disrupted but may noti impactcompliance. Major Water production and distribution operations WiEL be severely distupted. service. to Customers may be disrupted, and noncompluance IS Catastrophic - The water wells may shut down, service to customers may be halted for a significant period, or there may be a water quality  prabable. emergency.  6.1.3 Redundancy  The redundancy of each asset was recorded as one oft the following categories:  0% Backup 50% Backup 100% Backup 200% Secondary Backup  6.1.4 Risk Category  As defined in the CUPSS guidance, the risk category identifies the "potential for realization of unwanted adverse consequences or events" associated with the condition of performance of a High - Provide immediate attention to monitor asset condition and develop plans for asset repair.  specific asset. Risks were categorized as: Rehabilitation, or replacement Medium - Provide aggressive monitoring.  Low - Perform routine maintenance for asset to extend remaining useful life.  The risk category was assigned based on the probability of failure and the consequence of failure. The probability of failure was estimated based on the remaining useful life of the equipment and the redundancy provided for the equipment. The steps below summarize the method fora assigning 1. Assignanumerical factor to the ny.iee ofhilure(COP)amkng:  ar risk category to each asset: according to the tables below:  May 2024  WHOLDENI23001)Office/Asset Management Plan AMP  Bcen )Engineering    Asset Management Plan HOLDEN BEACH WVATER SYSTEM  Page 30  Table 6-1. Numerical Factorss foE Condition. Redundancy and Consequence off Failure  % of Useful Life DIQ% 95%  Redundancy Factor 0 05  Condition Factor + 6 8  Condition Remaining Excellent 120% Good Fair(Avg.) 100% Poor VerPoor 90%  Redundancy 0% Backup 50% Backup 100% Backup 0.9 200% Secondary 0.98 Backup  COF Insignificant 2 Minor Moderate Major Catastrophic 10  2. Calculate Estimated Remaining Useful Life (ERUL): 3. Calculate Remaining Useful Life (RUL):  ERUL = Estimated Useful Life - (Current Year - Installation Year)  RUL =l ERUL x Condition Factor  4. Calculate Replacement Year:  Replacement Year = Current Year + RUL 5. Calculate Probability of Failure (POF): a. IfRUL <0, then POF = 10 6. Assign Risk Factor Category:  b. Else POF = EUL-RUL/EULXIl-Redundaney Factor]x x 10]  a. IfCOF>Sand POF>5, then Risk Factor = "High - Immediate Attention"  b. Else, if either COF<5 and POF>5 or COF>5 and POF<5, then Risk Factor = "Medium  Aggressive Monitoring"  C. Else, Risk Factor = "Low - Routine Maintenance"  6.1.5 Estimated Useful Life  Part of the asset calculations above includes estimating the useful life of each component of the water system, such as tanks, water lines, booster pumps, etc. The following estimated useful life  was determined from a compilation of charts:  May 2024  reen Engineering  W-HOLDENI23001)Office/Asset Management Plan AMP    Asset Management Plan HOEDEN BEACH WATER. SYSTEM  Page 31  Table 6-1.1. Estimated Useful Life Table  Asset Storage Tanks Pumps Buildings Elecirical Systems Transmission: Mains W and WW Distribution Pipes Vacuum Collection System! Piping 40-60 Vacuum Pumps Vacuum Collection Steel Tanks Valves Blow-oTValyes Backflow Prevention Meters ServiceLines Hydrants  Expected UsefulLife (inyears)  30-60 10-15 30-60 7-10 50-75 50-75 10-15 30-40 35-40 35-40 35-40 10-15 30-50 40-60 5-7 10  LabAionitoring Equipment lcanspadatokauipmsant  6.2 Assessment of Existing Inventory  The Holden Beach Water and Wastewater System asset management team has completed the inventory assessment. The assessment was based on operator knowledge, the system evaluation study, and observed equipment performance. Table 6-2 lists the assets that are critical to maintain the performance of the water system. Table 6-2-1 lists the assets that are critical to maintain the performance of the wastewater system. A more detailed listing for each asset is provided in  Appendix 2 (whole section)  May 2024  reen )Engineering  WAHOLDENI23001)OfficelAsset Management Plan AMP        <<<< ZZZZ                Asset Management Plan HOLDEN BEACH WATER SYSTEMI  Page 37  6.3 Value of Assets and Replacement Costs  The assets listed in the aboves section have detiiled the coaditions ofeach major asset ovnedi and operated by the Holden Beach Water System. Thte actual worth and replacement COSE for those assets need to be defined and estimated based on current worth and estimates for funture replacement based on current dollars. The current worth for severa! oft the items is the cost ofthe items during the time of installation, such as water mains, tanks, and booster pumps minus depreciation Asset Assessment Checklist for each major item. Future costs will increase based on  the increase in the utility construction and material costs. 6.4 Operator Knowledge and Training  There are 5.25 full time staff that operate the Holden Beach Water System. The Town's distribution system is currently classified as a Class "B" System, requiring the Town to have at least one Water Distribution Manager (WDM)(ORC) classified at a level equal to or higher (Ais the highest classification in NC) than the water systen's distribution system classification. The Director currently holds an "A" distribution and a Sewer Collection II License. The Town's water system is also required to have a Cross-connection Control Specialist (CCS) responsible for the cross-connection control program and a have on staff or utilize a certified backflow assembly tester (BAT) for inspecting, testing and monitoring backflow prevention assemblies. Table 4-4 shows the current education and certifications for the staff. Table 6-4. Operator Knowledge and' Training Requirements Water Distribution Manager (WDM)' Water Treatment Plant Operator (WTPO)! N/A Opcrator in Responsible Charge (ORC)  Training/Cerification  Certification B-D Distribution B-D Distribution B-Dist Connection Control Provided by Contractor?  Required Trained  1 0 1 1 I  2 0 2 I 2  Backup ORC  Cross Connection Control Specialist (CCS) Backflow/Cross  Backflow.Assembly Tester (BAT)  Notes: 1.  WDM and WTPO may be the same person.  3. Current testing is provided by a contractor who is hired by private businesses or homeowners.  May 2024  Oreen Engineering  WAHOLDENI23001)OfficelAsset Management Plan AMP    7.CAPITALIMPROVEMENT PLAN  (CIP)    Asset Management Plan HOEDEN BEACH WATERSYSTEMA 7.0 CAPITAL MIPROVEMENIS PLAN(CIP)  Page 38  The 1Q-year CIP 5 provided in Appendiv 4. The CIP is the descripaon of Eccture capital praject needs for the next 10 years and incltrdes a description of recommended improvements, budget costs for recommended mprovements, and a description of ongoingrecurring equipment needs. Somes systems alsol havea 20 year CIP for assets that require majorp planming, have a long regulatory or environmental approval process, are controversial, or are very costly and require major expenditures and potential large borrowing of capital. This would apply to the Main 12-inch AC water line along Ocean Boulevard: and tot the transmission lines (water and wastewater) across the Capital improvement projects generally create a new asset that previously did not exist, or they upgrade and improve an existing asset's capacity. The projects can result from growth or Expenditure that purchases or creates a new asset or in any way improves an asset beyond its Construction designed to produce an improvement in the standard operation of the asset beyond In addition to capital improvement projects, the CIP identifies recurring needs for vehicles and miscellaneous equipment, and renewa/rehabilitation. Renewal expenditure is anything that does noti increase the asset's design capacity but restores an existing asset to its original capacity. Any improvement projects that require more than simply restoring an asset to its original capacity are Activities that do not increase the capacity of the assets (i.e, upgrade and enhance the assets Rehabilitation involves improvements and realignment or restores the assets to a new or fresh In making renewal decisions, the utility considered several categories other than the normally recognized physical, failure or breakage. Such renewal decisions include the following:  inland waterway. This could also apply to Pump Stations 1 and 4.  environmental needs, such as the following:  original design capacity. its present capacity.  Upgrades that increase the capacity of the asset  deemed to be a renewal project, such as the following:  restoring them to their original size, condition, and capacity)  condition. Structural Capacity Level ofservice failures Outdated functionality Cost or economic impact those changes. May 2024  Because the expected needs of the utility will change each year, the CIP will be updated to reflect  WAJHOLDENI23001)OfficelAsset Management Plan AMP  Bu    8. OPERATION & MAINTENANCE PLAN    Asset Management Plan HOEDEN BEACH WATERS SYSTEM  Page 39  8.0 OPERATION AND MAINTENANCE OSNSTRATEGY AND PLAN  Operation and maintenance (O&M) cunsist ot preventative and mergency/reactive maintenee. FBolden Beach Water System staff has in pllace 0&M plans to ensure that the utility ts achieving the level of service expected. The maintemance strategy focuses on the three areas listed below and will be revisited every year. The updated 0&M plans are provided in Appendix 5.  8.1 Routine Operations and Preventive Maintenance operating properiy, which includes the following:  Routine operations and preventative maintenance is the day-to-day work necessary to keep assets 1. Regular and ongoing daily, weekly, monthly and annual tasks necessary tO keep the assets at their 2. Day-to-day and general upkeep and housekeeping are designed to keep the assets operating at the 3. Tasks that provide for the normal care and attention of the asset including repairs and minor Preventative maintenance is carried out because of a planned maintenance program (such as regularly scheduled asset repairs) and historically problematic operations (such as blockages and root infestation). Equipment must be maintained according to the manufacturer's rccommendations to achieve maximum retum on investment. By simply following the manufacturer's suggested preventative maintenance, the useful life ofequipment can bei increased 2 to 3 times when compared to run till failure operations. Communities that have eliminated preventative maintenance practices from their operating budget can achieve positive returns from  requested. service level. (Commonly referred to as PM program)  required levels ofservice. replacements.  are relatively small additional investment. 8.2 Emergenty/Reactive Maintenance  Reactive maintenance is often carried out because of customer requests or sudden asset failures. The required service and maintenance to fix the customer's issue(s) is identified by staff  inspection. 8.3 Deferred Maintenance  Deferred maintenance is any maintenance, repair, restoration orr replacement work that should have been accomplished before now, and that has not been performed. The utility plans to reduce overall deferred maintenance over the following 10 years by implementing the CIP.  May 2024  W:HOLDENI23001)Office/Aiset Management Plan AMP  Brue    APPENDIX 1.  SUMMARY OF  HORIZONTAL ASSETS    LELnk  Asset Management Plan Holden Beach Water System  2024  Appendix 1  Summary Spreadsheet    Holden Beach Totals Percent of System  (Miles) 0.07 3.42 0.29 6" 9.48 8" 0.29 10" 0 12" 8.77 Total 22.32  0.3% 15.3% 1.3% 42.5% 1.3% 0% 39.3% 100%  Hydrants. Valves, Blow- Offs, Meters Hydrants Valves Blow-ons Meters  Total Number  Perl 1000 fcet ofSysten  162 291 15 3,260  1.37 Avg every 730 ft) 2.47(w/ hydrant valves)  0.13 27.7  Table 3.1.3 Holden Beach Meter Count by Size  Count of METER Type METER Type 11 Inch 21 Inch 3/41 Inch Grand Total  Total 34 4 3360 3398    Facility Address  Capacity Footing (gallons) (1)  Height 10 Overflow Tank  Flevation Overflow Elevation Range  (It) 155.0  (H) 168.0  (T) 28.0  Tank I Brunswick Ave W. 300,000 13.0  Haldem Beach, NC  Tank 2  Future Possible Future  Holden Beach Totals (Miles)  Percent ofSystem  Pipe Size 8"Forcel Main 1.37 10" Force Main 3.88  26.1% 73.9% 100% 47.3% 20.2% 22.1% 10.4% 100%  Total  5.25  "Vacuum: SS 9.97 6"Vacoumss 4.25 S"Vacuumss 4.66 10 Vacuumss 2.18 Total  21.06  Sewer Valves. TotalNumber SSValvepits SSValves SSValvepits 1492  Per 1000 fectofSystem  126  0.88  13.4(serves 2 houses)    APPENDIX 2.  ASSET ASSESSMENT  CHECKLIST    /i Holden By  Asset Management Plan Holden Beach Water System  2024  Appendix 2  Asset Assessment Checklist    Jw  Bench Mintera andWastewatem: System  reen Engineering  hm=  SEFACTOR 1105 asset 1977 Asds  MEDJUM AGGRESSIVE) MONITORING  Phone    Wator Mnsrowarers Swsrom  Breen Engineering  Tibnu  5 110%  MEDIUME AGGRESSIVE MONITORING  Selectens  yuem shoulde thi aetlal xs shutd down'  fSelectone)  MMrES  Phone Number    Tawmatlbithent Bleachn and astewaters Syster  reen Egineerhg  yn  ooIsE  MEDJUM AGGRESSVENONIORNG  es  Selecza  Scieto onel  Phone  oG    TwmafHoitiens Buuch Miatera and Viastiewaters System. 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ASUEAVSmE Cacitlir  reen Engineering  Fowna Jmach  SEFACTOR 100  OW-OUTREMAPTEANCE  tem  MfeIERUAY VehaufeIRAL Euon hon Number  Eitinata fuw    APPENDIX 3.  HYDRAULIC MODEL & HYDRANT TESTING    Hydraulic Model Results  For  Town of Holden Beach Water Distribution System  Prepared for:  Holden Beach, North Carolina  Prepared by: Thomas D. Dienes Green Engineering, P.L.L.C. NC Firm License: P-115 303 Goldsboro Street E. Wilson, North Carolina 27893 (252)237-5365  1 A  a  Green Engineering Project No. 23-001  Breen Engineering,    Preen Eagineering  Cliert: Town of Holden Beach Project: Water System Evaluation GE ProjectNo. 23-001  Table of Contents Modeil Properties: Scope of Work: Modell! Setup:  1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3  Results (Existing Distribubon System): A. Average Daily Flowr Max Day Demand withl Fire Flows: Peak Hour Demand:  Existing Distribution System Summary: Results (A: System Buildout): A. Average Daily Flowr. Max Day Demand with Fire Flows: F Peak Hour Demand:  Summary: Tank Addition:  Results (With Second Tank at System Buildout): A. Average Daily Flow. B. Max Day Demand with Fire Flows: Peak Hour Demand:  Summary (With Second Tank):  W-dCeNL-ceN WaterCad Results- Town ofH Holden Beach. docx    Client: Town offe Haldem Beach Project: Water System Evaiuation GER Project 23-001 No:  B Model Properties: Fiel Name: Filel Location:  23-001 -Haldem Beach WaterCad dug W#0.DE2oreante,  Modell Construction: The abave modelly was createdif from a basemap preparedi by Right Angle  Engineering enttledi Comprehensive Distribution' Water System Map dated August 25, 2009 The diameters and extents of the water distribution mains were then confirmed. agaimst the Water Distribution System Asset Inventary and  Assessment (AIA) completed by Green Engineering  Scope of Work: The goals of this analysis are to:  1. Determine ift there are any deficiencies in Holden Beach's existing water distrioution system. 2. Determine if there woufd be any deficiencies in the existing water distribution system atf full 3. Determine if the addition of a second elevated water storage tank would alleviate any  system buildout. deficiencies noted.  Model Setup:  The model includes approximately 400 If af 1-inch. 18,000 If of 2-inch, 1,5001 If of 4-inch, 50,2001f of 6-inch, 1,500 If of 8-inch and 45,600 If of 12-inch diameter water mains and one (1). 300,000 gallon elevated water storage tank withe an overfiow elevation of 168. 00 above mean sea level. Junction elevations were input as approximate ground elevations from survey data points from the The service area demand of Holden Beach's water distribution system, as shown on the Town's 2022 Local Water Supply Plan, is presently 0.4730 MGD. This demand was distributed throughout the model based on house counts from the latest satellite imagery of Holden Beach. A uniform average daily demand of 190 gpd was assigned to each home or business visible on the satellite  asset inventory.  imagery.  Model scenarios were run fort the following conditions: A. Average Daily Flow (190 gpd per developed lot) Max Day Demand with Fire Flows (380 gpd per developed lot: 2.0xADF) C. Peak Hour Demand (760 gpd per developed lot: 4.0xADF)  Note: For each scenario, the elevated tank was assumed to be 50% full to simulate a likely worst To determine future system demands, the same per unit demand was allocated for each  case condition.  undeveloped lot that was visible on the satellite imagery. Results (Existing Distribution System): A. Average Daily Flow: System Demand: Deficiencies noted.  475,570 gpd NONE  Range of System Pressures: 58-65psi  WIHOLDENZ300Bentey/Resutig3.01 WaterCad Results Town ofH Holden Beach docx  Page 10f3    preen Engineering  Client: Tovn afH Hialdem Beach Project. Water Systiem Evalluatian GEF Project No 23-001  8. Max Day Demand with Fire Flows: Systenm Demamd: Deficiemcies noted: - Peak Hour Demand: System Demand: Deficiencies noted: Existing Distribution System Surmary: Results (At System Buildout): A Average Daily Flow: System Demand: Range of System Pressures: 58-65psi Deficiencies noted: B. Max Day Demand with! Fire Flows: System Demand: Deficiencies noted: C. - Peak Hour Demand: System Demand: Deficiencies noted:  951.140 gpd NONE  Range of Syster Pressures: 58-64psi Range of Avalable Fire Flows 536-3500+ gpmm  1,902.280 gpd NONE  Range of System Pressures: 50-64p psii  Nos system deficiencies were noted int the vanous scenanos run on the existing water distribution system.  568, 100 gpd NONE  1,136,200gpd NONE  Range of System Pressures: 57-64psi Range of Available Fire Flows: 516-3,500+ gpm  2,272,400 gpd NONE  Range of System Pressures: 46-64psi  Summary:  Hydraulically, no system deficiencies were noted in the various scenarios run on the existing water distribution system in its current state nor at system buildout. Therefore. for hydraulic purposes, assuming there are not any issues with the water supply mains from Brunswick County or any breaks on Holden  Beach's distribution mains, as second elevated water storage tank is not required.  WHODEM.sonSeey.eMavawcaI Results Town of! Holden Beach docx  Page20f3    Cliert: Tomm of Holdem Beach Project: Water System Evaluation GEF Project Np.: 23-0D1  reen Engineering Tank Addition:  The Town recommemds Chatt fas second eleva'ted tak s added, Uhat t bbe constructed ont towm oamed praperty easto afft bhe end af Herom! Landing MWymd, A 12-imche diameter swater mam, approximately 1,300 linear feeti im length would be required to commect tot the mearest 12-imch dhammeter maina along Ocean Below are the range ofsystem pressures: anda avallalble firet flows attht the addition df this second tank at system buildout conditions. The values in black are without the tank andt the values in red are witht the  Boulevard W, al large portion of which wdili need o be directional bored.  tank.  Resutts (With Second Tank at System Buildout):  A Average Daily Flow.  Range of System Pressures: 58-65ps68-65ps) Range of System Pressures: 57-64psi(58-65P psi) Range of Available Firel Flows: 517-3.500+9 gpm(659-3,500+ gpm) Range of System Pressures: 46-64ps/(58-64P psi)  B. Max Day Demand with Fire Flows:  Peak Hour Demand:  Summary (With Second Tank):  Other than ar marginal increase in available fire flows, hydraulically. a second elevated water storage tank  provides fittle operational improvement to the distnbution system.  W/WOADEM220018ente/Reuisz3-0or WaterCadf Results- Town of HoldenE Beach docx  Page 30f3        R        6 N dE    3 8  &  B. N  16 00    E  DE        R &  8        d6        3  dE  f  6 f    & e d0  de DE 1    APPENDIX 4.  1977 TANK PLANS                    *        APPENDIX 5.  WATER QUALITY REPORT BRUNSWICK COUNTY    Brunswiok County 2022 Water Quality Report  Brunswick County Public Utlitiesi is pleased to sharei its 2022 annual water quality years and we are proud to serve the wonderful community that we work and! livein. Brunswick County! Public Utilities has met and/or exceeded all water quality to ensure its quality. During the 2022 calendar year, staff sampled over 200 constituents in the water supply. Compounds, such as GenX and other per-and polyfuoroalky!: substances (PFAS), have become a more significant issue as impacts. Ini March 2023, EPA took al key step to protect public health by proposing maximum contaminant levels or MCLS for six PFAS known to occuri in drinking water, PFOA and PFOS at 4 parts per trillion and PFNA, PFHxS, PFBS, HFPO- DA(GenX) combined as al hazard index of 1.0.A Approval of these proposed MCLsis  IMPORTANT PHONE repart. Our water system has had umprecedented growth over the past several  NUMBERS Billing Questions WATER EMERGENCIES 910-253-2657 Option 1 AFTERHOURS 910-371-3490 910-454-0512 ALTERNATE 910-755-7921  910-253-2655 Option 2 standards. Our dedicated staff continually tests water from the source to your tap  8a.m. to4:30 p.m. regulations continue to develop and morei is understood regarding their health  4:30p.m. to8a.m. expected to occur in December 2023. More information can be found by visiting 211 WATER PLANT Brunswick County Public Utilities is in the third year of construction building a Low-  pagovlsdwa/andpohdluproahylsubstances-pfas  pressure Reverse Osmosis (LPRO) water treatment. addition at the Northwest Water Treatment Plant which willl be able to meet and/or exceed the requirements of future PFAS regulations. LPRO is the most advanced treatment technology available toremove GenX and other unregulated contaminants from the water supply. For more information about the LPRO plant addition currently under construction, visit Please take note of the billing phone number and emergency afterhours phone numbers in thel left margin, water quality data on pages 6-9, and water-saving tips Asa always, we are here to serve, so please reach out ify you! have any questions  EPA SAFE DRINKING DnMiSCOATYISAPVINP  WATER HOTLINE 1-800-426-4791 Source Water Assessment Page3 Water Treatment Plant Updates Pages4-5 Water Quality Pages 6-9 Lead in Drinking Water Page 10  and the best times to irrigate your lawn on page 12.  orcomments. Regards,  Mobk Glenn Walker, Water Resources Manager  gu  John Nichols, Director of Public Utilities    BRUNSWICK COUNTY 2022 WATER QUALITY REPORT  The Bounswick Coumty Puhlic Ubities Departmment iis here tho serve you 24 hours a day. ff your plam to dig them call 811 ar log a to NC811.org to mequest utility llocates. Ifyou have baling questiams, call Custamer Service at 910-253- 2655 Option 2. #f you have water quaizyconcers. ar questons about the function ofy your meter, contact our affice at 910-253-2657 and ask far aption 1; we will be glad to wack with you to salve any water issues. [f you have  questions about your backfiow device ar need iti inspected, callus at910-253-2683.  INTERESTING FACTS  Total Brunswick County' Water System Capacity: 30 million gallons per day (MGD) The Greatest One Day System Demand of the Year for 2022 was 29.234 MGD on. June 25, 2022  Find Your Service Area  All of Brunswick County's water customers and wholesale water customers* receive either all or part of their water from the Northwest Water Treatment Plant. Within the Southport, St.. James, Oak Island, and Caswell Beach areas, water from the Northwest Water Treatment is blended with water from the Highway 211 Water Treatment Plant to serve customers. The Highway 211 Water Treatment Plant sources its water from groundwater wells. Bald Head Island hasi its own treatment plant, but supplementarywater is supplied by the 211 Water Treatment Plant, or blended water from both county plants. All other customers in the County receive their water solely from the  Northwest Water Treatment Plant.  Brunswick County Water Plant Seruice Areas  *As of the publication oft this report, Brunswick County's current wholesale customers. include Bald Head Island, Holden Beach, Brunswick  Regional Water and Sewer (H2Go), Oak Island, Ocean Isle Beach, Shallotte, and Southport.  2    BRUNSWICK COUNTY 2022 WATER QUALITY REPORT  Sources of Drinking Water  The sources of drinking water (hoth tap water and bottledi water) indude rivers, lakes, streams, pands, reservoirs, springs,andwells. Aswater travells overt the: surface oft the landi or through theground, ite dissolves naturally yoccurng minerals, radioactive material, and cam pick up substances resulting from the presemce of animals ar from human activity. Contaminants: are: anything in the water other than the water molecule. Contamimants that may be present in source wateri include microhd/contominonts, such asviruses and bacteria, which may come from wildlife, sewage treatment plants, septic systems, and agricultural livestock operations; inorganic contaminants, such as salts and metals, which can be naturally occurring or result from urban stormwater runoff, industrial ar domestic wastewater discharges, radioactive material from ail and gas production, mining, or farming; pesticides and herbicides, which typically come from: agricultural operations; and chemicals, which are often by-products ofi industrial processes. In order to ensure that tap water is safe to drink, EPA prescribes regulations which limit the amount of certain contaminantsinwater: provided byp publicwater: systems. FDAregulations establish limits for contaminantsin! bottled  water which must provide the same protection for public health.  The NC Source Water Assessment Program (SWAP)  The North Carolina Department of Environmental Quality (DEQ), Public' Water Supply (PWS) Section, Source Water Assessment Program (SWAP) conducted assessments for all drinking water sources across North Carolina. The purpose oft the assessments was to determine the: susceptibility ofe each drinking water source (well or surface water intake) to Potential Contaminant: Sources (PCSs). The results of the assessment are available in SWAP Assessment Reports that include maps, background information, and a relative susceptibility rating of Higher, Moderate, or The relative susceptibility rating of each source for Brunswick Countywasdetermined byo combining the contaminant rating (number and location of PCSs within the assessment area) and the inherent vulnerability rating (i.e., characteristics or existing conditions of the well or watershed andi its delineated assessment area). The most recent  Lower.  assessment findings (September 2020) are: summarized in the table below.  Susceplibility of Sources to Potential Contaminant Sources (PCSS)  Source Name CAPE FEARF RIVER WELL#1,2,1 15, 16,17 WELL#3, ,8, 11,12,12A,18,19 WELL #5 5,6A  Susceptibility Rating Moderate Lower Moderate Higher  SWAP Report Date Sept. 10, 2020 Sept. 10, 2020 Sept. 10, 2020 Sept.10,2020  The complete SWAP Assessment Report for the Brunswick County Water System may be viewed on the Web by typing the following address into your browser htps/www.ncwater.org/page-sos then enter 0410045. To obtain a printed Iti isimportant to understand that as susceptibilityr rating of higher does noti imply poor water quality, only the systems'  copy of this report contact the Source Water Assessment Staff by phone at 919-707-9098.  potential to become contaminated by PCSs in the assessment area.  3    BRUNSWICK COUNTY 2022 WATER QUALITY REPORT  211 Water Treatment Plant  The 211 Water Treatment Plamt is a six (6) million gallom a daye graundwater ureatment plant. Fher mave wateri is sourced from fourteen (14) water supplywells drilledl to appraximately 175 feeti into the Castle Hayme Aquifer. The facilityutilizes: al Kime softening process to remove excess calcrum andi iron from the well water. A photo oft the We would like to congratulate water treatment plant aperator. Jesse Burgess for attaining his A-Well certification. The facilitywould: also like to welcome Aaron Biagiotti, TracyFlack, and Shane Manual as new water treatment The Brunswick County Planning Department and County' Utilities Staff have developed a Wellhead Protection Area (WPA) Overlay District. The purpose oft the WPA overlay districti is to protect public water supply wells int the area  claircone up-flow lime softening processis below.  plant operators.  by minimizing man-made impacts to the soils above the aquifer.    BRUNSWICK COUNTY 2022 WATER QUALITY REPORT Northwest Water Treatment Plant  The Narthwest WTP takes water firam the Cape Fear River above Lock and Dam #1 in Bladen County thraugh a contract with Lower Cape Fear Water and Sewer Autharity (LCFWASA)- Baunswick County Public Ublities, Cape Fear Public Utilities and Pender County Pubtic Utilities are all custamers dfLCFWASA Brunswick County Public Utilitiesi is Area Wide Optimization Program (AWOP): The Northwest WIP participates in this program designed to optimize water system operations and water qualityl by dosely monitaring fifter effluent turbidity and microbia! resultsi in the WTP. NC-DEQ and the EPA have established a turbidity goal of <0.10 ntu, this is one third of the mandated 0.3 ntu required by the Safe Drinking Water Act. The water treatment plant has meti this goal four times. Staff Certifications: Congratulations to Mary Wilson for attaining the B-Surface Water Treatment certification. The facility would like to welcome Jason Ashcraft and Daniel Boyden as new water treatment operators. Northwest Water Treatment Plant Expansion: and Reverse Osmosis Treatment Upgrades: Brunswick County Public Utilities continues to work with CDM Smith to advance the construction of needed water treatment plant improvements for the removal of PFAS contaminants. Oscar Renda Contracting company is currently working on upgrades and plant construction. Major elements are: expansion of the existing treatment process from 24 million gallons a day (MGD) to 48 MGD and the addition of 36 MGD of low-pressure reverse osmosis (LPRO), plus the necessaryancilary equipment to ensure it all works together. An overhead shot of the construction sitei is below. More detaledinformation about the LPRO design, water qualityresults, and steps we are taking to seçure our water future can be found on the Brunswick County website: BunsSCOunPAcEeVEenA Learn more about the  the contract aperatar of the raw water pump: station at LCFWASA.  Northwest Water Treatment Plant project at oniSCAuTyISEPVIMP    BRUNSWICK COUNTY 2022 WATER QUALITY REPORT Water Quality Results for 2022  Terms and: abbreviations used int thet tables below:  Maximum Contaminant leve! Goal (MCIG): Thel levell ofac contamimanti im drinking water below which there is mo knowne or expected riskt tol health. MCLGS allow for an margin af safety and are non-enforceable public healthng goalls. Maximum Contaminant Level (MCL: Thel highest level of a contaminant thati is allowed in drinking water as set by the EPA MCIs are set as dose to the MCLGS as feasible using the best available treatment technology and Action leve! (AL): The concentration of a contamnant which, when exceeded, triggers treatment or other Locational Running Annual Average (LRAA): The average of sample analytical results for samples taken at a particular monitoring location during the previous four calendar quarters under the Stage 2 Disinfectants and ppm-mg/L: parts per million or milligrams per liter ppb-ug/L: parts per billion or micrograms per liter ppt-ng/L: parts per trillion or nanograms per liter pai/: Picocuries per liter (a measure of radiation)  taking costi into consideration. MCEs are enforceable. standards. requirements which a water system must follow.  Disinfection Byproducts Rule. N/A: not applicable MGD: million gallons a day  ntu: nephelometric turbidity unit (cloudiness)  V/N: Yes No  Northwest Water Treatment Plant Analysis Lsndoelos arebes esells dfuatre eailysamplig pecbeedsoa yl. 2022, December 31, 2322. Gestars andCammens Cosactl Daddecsi H  Rescurces Seperr dert. 913371-30er Theskmghasd cGov  EPACL BPA aG TasmectT Techalqum KA Umtefiorts Treatsen Tecnigpe (Slepi) 68-85  Pange 995%  Vialdlon VN N  Source afCantamhent SoRune MayPwestar ByPactotCaste Aon Sourcee ofContanhnene yhoddalDaradon Walar AdsbeUsedit Contol Mcrobes Water Addieves which Promctes Strong Toen Waler AOGeUsedD Concol Corosion Watar AddtheUsedt toc Control) Macbes Waler Addevel Usedi D Coneol Moobes Source ofContaminant Degosy Depos Water AddicheUsedie Contol Mcrobee N Partofhe TreatmentP Process, Erosionc ofNatural Razos Naturally Presentin theE Enironment  Turskciy  s03s samples saples aoe acs 019 TOC RaoiRato 76  Ral Wator TOC Finishl Watar TOC TotOgarkCarboot (oc) Chion Chlorine Diestde Ruoride Orhophosphasts TotatChiorne DunicantRmsiou UNREGULATED! SUBSTANCES 1,40 Dloiane Hardness loa Manganese FroeA Ammonia Sodlum  KA XA NA  Remoel Ritoz! NA Ag-1074 0494 1266 AMCL BA Brunswick Counry 10ppm 08ppm a50ppra 044 059 asppm 08ppm 00279 gpm 00 031  7.5-79 N Rang Violation 00 88 135 1.8 290 32 N 0.0 3.16 N Range  MCLG Bamplgy Lon HyA MN  4ppna 4ppm 068 ppm 17ppm NA 143ppm ppm 4ppm 30ppm 4ppm 4ppm 289 ppm EPA'NCL EPA' Grunswick County CLG Nonp Regulatad NIA Non Regulatd NUA Non Regulstod NIA NonR Regulated NA NonF Regulsted NIA NonR Regulated NIA  Viola don VN  a Aws Low 1406ppb 28ppm a.t0ppm 23.118 NA 0.00 oocyst.  24 29 N Purtiying Agentin ham cals and ByProduc 24 40 N Partofhe freatme  lon Natural  001p ppm 001 0.11 N Partofhe Treatment Process, Eresions ofl Natural 0.01 ppm 0.01 0.06 N Partofthe Treatment Process, Eroslon ofl Natural  0.0 0.17 N NA 0  CRYPTOSPORIDAUM- Cape AarR River 2017  *Unregulated contaminants are those which EPA has not established drinking water standards. Thepurpose ofu unregulated contaminant monitoring is to assist EPA inc determining the occurrence of unregulated contaminants indrinking water and  whether) future regulations are warranted.    BRUNSWICK COUNTY 2022 WATER QUALITY REPORT Finished Water PFAS Results for 2022 EFASL EPAS Bumoelk Cunty Law Flgpn Wislst  PFAS SUBSTANCES UEPLATEP  Sampe afOmtaminant Bwiprotita Mamlacuner dchemia Manuflat aner dfChemical Mnfactner Chmkavanhan Chmmical Manufactue miral Mamfammrer Marufactye Manufacture Mufachre yio niical Mmufactner yPrad fOhenical Manfchre yPodsct Macufachre Masufacure Oenical Msufactre yPraducte cfChemical Mascfadaner Mafactre BrAureoenical Mamfactrer Syfroducte afChertca! Msufacte Byhrodact Mcface Chenfcal Masfctner Producte enical Masfactrer Produtt Cheslical Mamnfactirer Oyhrodoct Chemical Maeufactarer bhedeoesical. Mascactrer ByProducte efChemical Mancfsctarer byhroduct efCheical Manufactrer byfroduct efChecical Macufactrer yProducte ofChemrical Manufacurer yProduct ofChemicall Manufacturer yProducte of Chenicall Manufacturer Producte afChemical Maoufactrer ByProduct of Chemical Manufactrrer by Producto of Cherical Manufacturer ByProduct of Cherical Manufacturer y-Producte cf Chemical Mandfacturer y-Productef Chemicall Manufacturer OyProductof Chemical Manufactrer yProduct of Chemical Manufacturer By-Product of Chemical Manufacturer ByProduct ofChemicall Manufacturer By-Producto of Chemical Manufacturer By-Producto of Chemical Manufacturer By-Productof Chemical Manufacturer By-Product of Chemical Manufacturer By-Productof Chemical Manufacturer By-Productof Chemical Manufacturer By-Productof Chemical Manufacturer By-Productof ChemicalA Manufacturer By-Productof Chemicall Manufacturer By Productof Chemical Manufacturer By-Producto of Chemical Manufacturer By-Productof Chemical Manufacturer By-Producto of Chemical Manufacturer By-Productof Chemical Manufacturer By-Producto of Chemical Manufacturer  MIDLG SamghasAglpgt  lhpt 299 355 u 298 275 N 235 277 a 151 65 34 893 : 035 225 V a133 eas - aa165 a24 N aonss as5 * aacsut a1 N a00179 G0385 * L73 17 N Q409 132 * 251 875 V G0073 a445 N 59 174 N a0009 00799 N 00n33 00s0s N a0021 00351 N 00232 956 N anss 00877 N a002 0324 H 00189 0279 N Q0056 158 N 137 12.7 N 58 556 N aoss! a156 N 0682 162 N 0358 431 N 00833 1.37 N 00155 aom N 00151 00344 N 00604 00788 N 00195 0103 N 0.0208 0188 N 0.0015 0245 N 0.128 197 N 0.0041 0892 N 0.703 293 N Q111 1.41 N 0049 0.0507 N 0.0174 00187 N 0.033 0.033 N 0856 13.7 N 0.401 7.74 N 0.0258 0.117 N 0.0081 0.287 N 0.0064 0.132 N 0.0227 0.437 N 2.35 15.3 N 112 95.9 N 2.87 42.6 N 0.0109 0.221 N  VN .  HA PeA IKA PFpA PRGA PFNA PFDA PFUHDA, PFDODA PFIDA PFTEDA PFBS PPes PFHS PFHps PFOS PFNS PFDS 42FTS 62FTS 82FTS PFOSA N-MEFOSAA N-EFOSAA HFPO-OA PFMOAA PFMOPrA PFOZHA PFO30A PFO4DA Nafionbyproducl ADONA 90-PF30NS 1I0-PF30UdS 10:2FTS EVEAdd FBSA Hydro-EVEACid ydrolyredPSDA Nafionbyprodudz N-ELFOSA N-EIFOSE NFDHA N-MeFOSA N-MeFOSE NVHOS PEPA PFECA-G PFEESA PFHKDA PFMOBA PFOSDA PMPA R-EVEACid R-PSDA R-PSDCA  Monigumet 4A onafiet A ulrut 1 at A a at aa  VA  535 nso 7553 30 5533 0751 a413 Q173 Q035 Q62 Qanz 5255 a73 4330 0225 9909 003 aoss 0020 a733 a053 aGEs 0019 0053 5290 35.709 Q081 $818 L658 0.509 0036 a024 0.0689 0.0522 01084 00298 Q7562 02923 8.953 0408 a0s 0 0 0018 0.033 437 2.731 0069 0.079 0.024 0 0.1106 7.0783 10.309 15.233 0.0807  N/A A MVA NVA NA NA NA NA N/A N/A  Non Mon Non Non ated NA MonR latad NA Non ated N/A Non dated N/A Non Non Regulated N/A Non Regulated N/A Non Regulated N/A NonR Regulated N/A Non Regulated N/A NonR Regulated N/A Non Regulated N/A Non Regulated NA Non Regulatad N/A  N N  N  7    BRUNSWICK COUNTY 2022 WATER QUALITY REPORT  Cryptosporidium: Manitoring: The Narthest WWIP monitored far Cryptosporidum um 2017 amd didl mat detect any cocysts im 12 samples from our ravw water supply. Cryptosporidium is a microbiall parasite vhichi is foumd um surface water throughaut the Umited! States. Althaugh Chyptosporidium cam be removed by fitratiom, the most commmanly used tratiom methads cammot guarantee I00 percent removal. Our previous mmoautarng of the source water has indicatedt the presence of these aaganisms. Current ttest methads do not enable us to determinei ifft the organismsare dead ar if they are capable of causing disease. The Northwest WIP takes precautions to kill andi remove Cryptosporidum oocystbyusing dhlorine doxdeasapre-oxdant disinfectant in our raw water supply line and again just before filtration. Symptoms of infection include nausea, diarrhea, and abdominal cramps. Most healthy individuals overcome the disease within at few weeks. However, mmunocompromised peaple have mare difficulty and are at greater risk of develaping severe, ife-threatening illnesses. mmunocompromised individuals are encouraged to consult their doctor regarding appropriate precautions to taket to prevent infection. Cryptosporidium must bei ingested fori it to cause disease, andi it may be spread through means other than drinking water.  HWY211 Groundwater Treatment Plant Analysis  Questions and Comments: Contact. JeremySexton, Water Resources Superintendent, 910-253-2488 orj eremysexpfbnunswidkum-egow  Brunswick County Detected ntu 76 43 122 0.05 22 0.04 Brunswick County Detected 0.83 1.2 2.7 3  Range (ppm)  BPA'SMCL EPA'SMCLG Amount Low Hgh Viotation' YN Non Regulated NIA Average 0.62 008 54  Source af Contambant  UNREGULATEDSUBSTANCES Turbidity pH CO2 Alkalinity Hardness lron Chloride  N N N N N N N N  Partofthe' Treatment! Process. Erosion of Natural Deposits Partofthe TreatmentF Process Partofthe TreatmentF Process Partofthe Treatment! Process. Erosion of Natural Deposits Partofthe Treatment! Process. Erosion of Natural Deposits Partofthe' Treatment! Process, Erosionof Natural Deposits Partofu the Treatment! Process. Erosion of Natural Deposits Water Additive Used to Controll Microbes Source of Contaminant  Nonf Regulated NA Non Regulated NA Non Regulated NIA Non Regulated NIA Non Regulated NIA Non Regulated NA  6.9 92 3.0 20 26 160 82 235 0 50 18 26 0 0.18 Range (ppm) 02 1.2 03 2.3 12 38 2.1 36  Free Ammonia Non Regulated NA  NORGAMICCHEMICALS 4ppm 17ppm 4ppm 4ppm  Amount Low High Violation' YN  Fluoride Orthophosphate Total Chlorine Monochloramine  4ppm NIA 4ppm 4ppm  N Water Addititve Used toF Promote Strong Teeth Water Additive Used to Control Corosion Water Additive Used to Control Microbes Water Additive Usedt to Control Microbes  N N N  8    BRUNSWICK COUNTY 2022 WATER QUALITY REPORT  Distribution System Analysis Aetiemllavaipuy SaG 33 13mm a.10 I 2853 am OPANCE ROG LXA se m NA ER s m NA uRA a sb NEA uRa 8e ab NA uRA m pgh NIA LLA B seb NA LLRA s Eo NIA uRA sa pon NEA UA s: se MA LZA gub NIA LRA pob NA uA ppo NA UIRA 0cb NIA LRA a Egb NA LAA Go NA LRA aa ao NA 1e sor BPASICL EPAS T  Dunttions mdt Commens DontaatPam BmerwalPhd Hhnerausrypmgremr mmap, PD-253-7057 -E  Bmpwik Cmny afSampirs pa 43 45.6pob 1.6m0 456 4ES 42.A00 43.2p00 a3.500 2.7p00 1s.a, 28.750 22.50 28.5b 1S.25b 13.25p00 19.5p0 1.83 Numbercf  EADANDCOPPER Oampers ohpecentile SAsaD- s lents sans zemerfl 67170 ED20 GRGARICE OEMICALS adHAA LocrienBo TA LecatunBon mM toctonBos THM Loationeos mHM Locatanaos mMM LocaicaBOS mM LocitonBO? mM LocationBos mM LocitonB01 HAA LocstonBO2 HAA Locifionecs HAA Loctnsos HAA Locisansos HAA LocationBOs HM LocafionBO? HAA Locstione 000 HAA FEQUATIDANORGANGEG CHEMICALS Chorio Ma VOLATLE - SMTHEnCO ORGARC CHEMICALS Microbiologicale contaminants TotalColiorms! Bactariay presence ora absent  Eanetens afthe Aetianlanei? wu N 4 saick County Rang Vahtian erhed Lew - KN 33 58 N R2-55 M 34-65 N 3-6 a 3-52 M 33-52 N 3-S4 N 33-53 x 18-25 * 15-25 N 17-3 N 2A-33 N 17-2 N 14-24 N 17-20 N 15-27 M M/A N Beendfose! bov) brta 2072Sample Period Range Molaton NA  Darmeens Hnahoid: Pumbing Comsione dfHmmetgin Pumomyg Saurce afCamtamient "sesdiDsEste BysisastDsatdis PypstiDwrie PyyseaDarfidon yoasatosma-to PyomadeDemaisa EypsadstDsmacten CrosetOamkcn EyosadafDsnse PpgmadetDismidn BypstdsDaaado PypsaadDarid BypsaderDams yoatetDaidb bypmade0amacton ByomadwDsede Source efContaminat BypoaaatDamiien PpouadaDaracise sourcec cfortasinston naturai presentathe  BPA  PASRCL BPA Bnwk Caunty Range Viohtion MCLG Amgunt Ditacted Lo 1e w 1.e sp es pon Average a.sa ppa 0.440.59 N  1 po MCLG NIA  Thare Ware Nof Regulatad Pesticides. VeafeerSytatet Oryanic Chemicals Decedintet Distrbulons Systn  Basystem colecting 40orr more samples pero morth trds greater tans Sof monthly samples aep positvei inonen morthyan  ir reqired.  9    BRUNSWICK COUNTY 2022 WATER QUALITY REPORT  Did You Know?  BRUNSWICK COUNTY WANTS YOU TO KNOW ABOUT POTENTIAL HOUSEHOLD  LEAD & COPPER CONTAMINATION  Aithough there is no Maximum Contaminant Leveli (MCL) established for leadi or copper, the federall govemment establishes an action level/(AL) that prompts specific measures byt the water supplier. The AL is determined based an the 90th percentile, requiring that 90 percent of the samples fall at or below the designated AL For copper, the AL The consumption of lead-contaminated water byi infants and children may result in hindered physical or cognitive development. In children, it can lead to minor impairments in both physicaland mental growth, including potential limitations in attention span and tearning capabilities. Prolonged consumption of such water by adults may  iss set at 1.3 parts per millian (ppm), while for lead, iti is 15 parts per billion (ppb).  contribute to the development of kidneyi issues or hypertension.  LEAD  If present, elevated levels of lead can cause serious health problems, especially for pregnant women and young children. Lead in drinking water is primarily from materials and components associated with service lines and home plumbing. Brunswick County Public Utilities provides high-quality drinking water but cannot control the variety of materials used in plumbing components. When your tap water has been sitting for several hours, you can minimize the potential for lead exposure by flushing your tap for 30 seconds to 2 minutes, before using water for drinking or cooking. If you are concerned about lead in your water, you may wish to have your water tested. Information on lead in drinking water, testing methods, and steps you can take to minimize exposure is available from the Safe  Drinking' Water Hotline (800-426-4791) or at paoVsalewatey/eas.  COPPER  Although copper is an essential nutrient, individuals who consume water with copper levels exceeding the designated action level within a relatively short period may encounter gastrointestinal discomfort. Moreover, prolonged consumption of water surpassing the action level for copper over many years could potentially lead to liver or kidney damage. If you have Wilson's Disease, it is advisable to consult your personal doctor. If you have concerns about copper levels iny your water, iti isrecommended to consider1 testing it. The: safe drinking water hotline at1 (800) 426-4791 or the website ep.soVstewater/ead can provide information regarding copper in drinking HOW DOES BRUNSWICK COUNTY PREVENT AND MONITOR FOR LEAD & COPPER IN DRINKING WATER? We have an active corrosion control and prevention plan that requires us to feed a corrosion inhibitor (orthophosphate). and to monitor the residual daily at the water plants and weeklyi in the distribution system Brunswick County building codes have required plumbing materials to be low or free of lead since 1987 We monitor lead and copper in homes that were built before 1987 and may be at higher risk for exposure due to susceptible plumbing materials (copper pipe with lead solder joints) at least every three years  water, testing methods, and steps you can take to minimize exposure.  We don't use lead service lines between the distribution pipes and our water meters  10    BRUNSWICK COUNTY 2022 WATER QUALITY REPORT  Drinking water, including bottledi water, mmay measamably be expected to comtaim at least smal amoumts af some cantaminants. The presence af comtammanits does mot mecessarilyi iadicate that water poses al healthn risk. Driasing water, whether firom tapor bottledis saurces, mgmatesticmavanelydfnatirzaisources such as rivers, llakes, streams, ponds, reservaiss, springs, and wells. As water flaws across the land's surface or seeps through the graund, it maturally acquires minerals and, im certain instances, radioactive elements thraugh dissolution. Additionally, it may Potential impurities found in the source water encompass various categories: Microbial contaminants like viruses and bacteria, may originate from sewage treatment plants, septic systems, agricuitural livestock operations, stormwater runoff and wildlife. Inorganic contaminants such as salts and metals, can either be naturally occurring orariset frome urban stormwaterrunof, industrial or domestic wastewater discharges, oiland gas production, mining, orf farming. Pesticides and herbicides can stem from diverse sources such as agriculture, urban stormwater runoff, and residual land applications. Organic chemical contaminants, including synthetic and volatile organic chemicals result from industrial processes, petroleum production, gas stations, urban stormwater runoff, and septic systems. Lastly, radioactive contaminants can occur naturally or arise from oil and gas production and mining activities. More information about contaminants and potential heaith effects can be obtained by calling the Environmental Some people may be more vulnerable to contaminants in drinking water than the general population. mmunocompromised persons such as persons with cançer undergoing chemotherapy, persons who have undergone organ transplants, people with HIV/AIDS or other immune system disorders, some elderly, and infants can be particularly at risk from infections. These people should seek advice about drinking water from their health care providers. EPA/CDC guidelines on appropriate means to lessen the risk of infection by Cryptosporidium and other microbiological contaminants area available from the Safe Drinking' Water Hotline (800-426-4791).  accumulate substances introduced by animall or humam activities.  Protection Agency's Safe Drinking Water Hotline 800-426-4791).  Water Quality in the Home  Remove and flush faucet aerators regularly. This helps to keep debris such as pipe solder and sediment from What about Home Filtration! Systems? Brunswick County Public Utilities does not recommend whole house filtration systems when connected to public water systems because whole house filtration tends to remove the disinfection properties of the water and may waste a significant amount of water. The removal of disinfection chemicals in turn will allow bacteria to grow in your household plumbing. If you must use ai filtration system purchase one that goes under the counter, attaches to thel kitchen faucet, or is a part of your refrigerator. This allows the disinfected water  clogging aerator screens, as well as provide the best quality water possible.  to remain in the plumbing system, preventing bacterial growth.  11    BRUNSWICK COUNTY 2022 WATER QUALITY REPORT Ways You Con Conserve Water  Brunswrick Coumty Public Utities askst thaty your use water wisely. Byf followring the recommendatians outilined bellovu,  you may be able tor reduce the: amount af water your use and save money on your water baL  IRRIGATE DURING OFF PEAK HOURS  Peak demand for wateri is between5am. to 10a.m. and4p p.m. to7p.m. Lf irrigationi is mecessary, irrigate during off  peak times. This will helpt to ensure proper water pressure for more efficient irrigating.  REDUCE IRRIGATION FREQUENCY  For established lawns, dailyi icrigation is not required. Irrigate every other day and anly when there is no moisture in  the root zone.  IRRIGATE ON DAYS BASED ON YOUR ADDRESS  Brunswick County Public Utilities has established irrigation policies that affect everyone during times of drought, watershortages: sandemergendies.tisrecommended that you set youri irrigation SptemNOWtomatch the County's water shortage response requirements. You will more than likely save money on your water bill and lessen the  chance of over-irrigatingy your lawn.  Ify your home has an ODD numbered address: You should irrigate on Tuesday, Thursday, and/or Saturday Ify your home has an EVEN numbered address: You shouldi irrigate on Wednesday, Friday, and/or Sunday Noi irrigation on MONDAYS: Thisisa al high demand day, and your irrigation system may not function  properly due to low available water pressure  WHEN PURCHASING NEW OR REPLACEMENT APPLIANCES AND FAUCETS  Look for the Energy Star compliant symbol and the EPA'sWater Sense symbol. These ensure the appliances are! both  energy and water efficient.  Orerfii ENERGYSTAR  EPA WaterSense  12    APPENDIX 6.  CAPITAL IMPROVEMENT  PLAN    JAI  Holden Gess  CIP  Holden Beach Water System  2024  Supporting Narrative    Item 1) Vacuum Lift Statiom #2: The impmowements proposed in this project are modifications that the Town has standardized on relatve to the elevatrons of the vacuum pumps and electrical gear above the 500-yeart flood elevationu They are similar to the designs oft the modifications made to pump stations 4 andi 3i in 2016 and 2019, except for some minor revisions relative to specific site conditions. The original top slab ofp pump station #2 was constructed at elevation 8.67 feet above mean sea level. The top of the flaor slab of the elevated structure that will house the vacuum pumps and electrical. gear has been set to 18.62 feet above mean sea level which will provide 6.62 feet of freeboard above the base fload elevation (100-yr) of 12 feet and 0.62 feet of freeboard over the 500-year flood elevation of 18 feet. The new construction will be placed on top of the existing ground floor slab and the capacity of the pumping station will remain the same  with no expansion.  Item 2) Elevated Water Tower 2: A full explanation of the need for a future elevated water tank and when itisrecommendedi for construction isi includedini the Asset Management Plan onp pages  7-19. Items reviewed include: a) Current water tank information  b) Current demand averages and maximums, emergency storage reserve, Public Water Growth projections in water demand based on available land for development currently d) Graphs for average annual demand growth, storage projections for max day and max month and after second tank added, and water system water turnover with and without e) Potential for loss of service from Brunswick County, assets within Brunswick County, distances, storage capacities both on ground and elevated, and potential for partial loss ) Five alternatives for Mitigation of risks and an evaluation of each option including cost g) The current cost estimate for construction of a second 300,000-gallon tank,  Supply Standards, and comparisons with other communities and based on DWR water use growth projections through 2070.  atank. ofwater. estimates.  Item 3) Billing Software is needed as part tofasandardrephacement cycle as software is outdated  and improved.  Item 4) Billing computers are replaced on a normal cycle unless they are leased.  Item 5) The generator at the EOC building should be replaced on a routine basis to ensure 100% reliability. This generator is nearing the end ofi its life cycle and should be replaced.    Item 6) Mabille generators andi trailers are criticall to the: operation oft the vacuum pumping and transfer stations during a power outage. It is critical that they be maintaimed, operated, and replaced' on a routine basis in this saltairenvironment. Replacing goneevery twa years creates an:  ghtyearrepacement cycle for the four statoms.  Item 7)A0.56-mile parallel line along Ocean Boulevard from Seagull Drive to Skimmer Court willl provide redundancy of service if the existing 12-inch line failed for approximately 2/3 of the customers west of Sea Gull Drive. (page 18 of the Asset Management Plan) and 100%r redundancy tot the west end of thei island if the break accurs in this 0.56-mile area of Ocean Boulevard.  Item 8) Small 6-inch water lines should be replaced before their expected life span of 60 years or less. This will begin the process of replacing all the 1978 original AC water lines which are  currently nearing the end of their service life.  Item 9) Ocean Boulevard parallel and replacement Phase :: Begin design phase to replace and or parallel the main ACbackbone oft the water: system. This 1978 ACI line is critical to the distribution system for the Town of Holden Beach. Like the 6-inch lines, this major line should be replaced or paralleled in phases to reduce system and customer impact and to spread out costs for the  replacement.  Item 10) Backhoe replacement is needed for a 2014 backhoe as part of a routine replacement schedule after 12 years to ensure reliability of this essential piece ofe equipment.  Item 11) Mini excavator replacement is needed for a 2016 mini excavator as part of a routine replacement schedule after 12 years to ensure reliability of this essential piece of equipment. Item 12) Vacuum Truck replacement is needed for a 2019 vacuum truck as part of a routine replacement schedule after 10y years to ensure reliability oft this essential piece ofe equipment. This trucki is used fora all vacuum excavations in the Town and isneeded due to the proximity of alll lines  and services to each other.    Item 13) Replacememt of service trucks are essentiall tto the maimtenance oft the water amd sewer system. The Pulb'lic Works Diector requests that ame of the five truxls be repllaced each vear, which woulld be at five-year replacememt cydle. The lovwm may wamt to comsidler stamdardzing the replacememt based on 100,000 miles of service ar basedi en cost ofr mepair for the wehnclle unless  other stamdards are desired such as a 5-vear replacement cycle.        APPENDIX 7.  OPERATIONS &  MAINTENANCE PLAN    HOLDENBEACH: OPERATIONS ANDMANTEMANCEPLAN  Town of Holden Beach Operations and Maintenance Plan  1.0 WATER SYSTEM MANAGEMIENT AND PERSONNEL  1.1 General Policies  The Town of Holden Beach's. general policies are. established by a mayor and a five- member Board of Commissioners based on the priorities of the protection of public health and welfare, regulatory compliance, and sound fiscal management of the Town. One member serves as Mayor Pro Tem. The water system must comply with the Safe Drinking Water Act as establishedbyl EPAa and musto comply with the North Carolina Rules Governing Public Water Supplies  NCAC I5A Subchapter 18C.  1.1.1 Components ofthe Water. System:  The Town of Holden Beach has approximately 21 miles of distribution system. and one elevated storage tank: with at total of 300.000 gallons capacity for the Town. The water supply is from EWO different sources. The Northeast Cape Fear River (above lock and dam #I) and groundwater from the Castle Hayne Aquifer. The Northwest Water Treatment Plant in Leland treats the water from the Northeast Cape Fear River and is capable of treating 24 million gallons a day. Our second water plant is the 211 Water Treatment Plant (capable of 7mgd) in Southport. It treats groundwater from 15 different wells all tapped into the Castle Hayne Aquiferapproximately 175 feet below the  ground surfaçe.  2MimegemerSmcare  The Town consists of several departments, including the Public Works Department. This department functions under the direction of the Public Works Director who reports to the Town Manager. Within the Public Works Department is the Water Division, which IS divided into Operations, and Billings and Collections. There are 5.25 Full Time Equivalents (FTEs) in the water (and wastewater) department total including one individual primarily responsible for billing on the administrative side. The water system policies and rules are evaluated annually and amended.  1Page    HOLDEN BEACH OPERATIONS AND! MAINTENANCE PLANI  1.26 Opnutonemialmtene  Routine daily operations are supervised by the Director. Additional tasks include all water system water quality monitoring reporting and implementation oft the Cross-conmection Contro! Program by the ORC(operator ini responsible charge). The Utility Billing Specialist handles billing functions. Construction and repairs are managed by the department head. All financial transactions are run through the finance department as a support service. The Public Works Department also Routine daily maintenance of the Town's water system and facilities is supervised by the department director. The Maintenance Section (Including the water and sewer supervisor, the crew leader. and the public services technicians) is responsible for all tasks necessary to maintain the distribution system, including pipelines, valves, hydrants, meters, telemetry control and service to customers. Maintenance also assists Operations in maintaining all system facilities and  operates the Vacuum Sewer system for the Town.  equipment.  1.2.1 Meter Reading and Meter Maintenance  Meter Connections 2022 3,173 4-2 inch in size  The Town utilizes a Sensus Fixed Base AMR system for reading meters and read rate percentages have been excellent for the life of the system. This is favorable for the Town. as many systems installed in other communities have not been as trouble free. This may be because Sensus has a stronger signal than other manufacturers and because the billing software has been updated as The water meters are read monthly. and billing provides the water department with maintenance requests for replacement due to damage or failure of the meter. They do not have a meter-testing program, but larger meters are replaced or repaired when required. Failed or naccurate meters and transmitters are replaced as soon as possible or every 15 years whichever occurs first. All the meter  needed. Staff are to be commended for kecping this operating at a high level.  locations are now on GIS from a field survey conducted by Green Engineering.  2IPage    HOLDEN BEACH OPERATIONSANDI MANTENANCEPLAN  Town of Holden Beach Publie Works A Water  Wastewater Org Chart  BOARDOF CEMMISSCNERS Town MANAGER DEPARIMENT HEAD ACCOUNTS PAYAELE  BILLING& COLLECTIONS Billing Specialist  OPERATIONS  BILLAPPROVAL  PURCHASING SUPPORT SERVICES FINANCE DEPARTMENT  Public Works  Water Dist Wastewater Infrastructure  SUPPORT SERVICES IT DEPARTMENT  3IPage    HOLDEN BEACH OPERATIONS ANDMAINTENANCE! PLAN  1.3 Operator Certification  The Town's distributron system is currently classitred 35 3 "B" Class System, requring the Town to have at least one Water Distribution Manager (WDM) classified at a level equal to or higher than the water system's classification. based upon the NC Administrative Code E5A-18C. The operator in charge during an operating shift shall have a minimum classification of one level lower than the classification of the distribution system. The Director currently holds an A certification in Distribution Management. The Water and Sewer System Supervisor holdsa a class B certification. The Town's water system is also required to have a Cross-connection Control Specialist (CCS) responsible for the cross-connection control program and a certified backflow assembly tester (BAT) for inspecting. testing, and monitoring backflow prevention assemblies. Table 1.3 shows the current certifications of the Town's Operations and Maintenance staff. The Town supports the scheduling and training necessary to ensure that all applicable Operations and Maintenance  staff meet professional growth requirements.  Table 1.3 Water Division Personnel, Certificates  Personnel Chris Clemmons  Position Director Public' Works Water and Sewer Supervisor Back-up ORC Crew Leader  Certification A-Distribution Cross Connection Sewer Collections I. BDistribution and Collections IE  Responsibilities Manager & Chief ORC  Scott Cunningham  Supervisor Distribution Collections and Vacuum Pump Stations Equipment Operator and CDL driver  Maxton Horne  C-Distribution Collections  4IPage    HOLDEN BEACHOPERATIONS AND MAINTENANCE PLAN  1.4StaffTraining' anagementiraiming:  14.1 To stay current with advamcedi utility practices and current regulatory requitements for nanaginy and operating a public water system. wwater deparument personnel Is required to obtain at least SEN (6) hours ofcottinuing education for each water oc wastewater certitication held. 1.4.2The TownofHolden Beach Water System staff participate int training events various times of the year. Memmbershtpofmanag-mentinaunilityprofessional organizationis not required. Management attends training classes and seminars as they become: available. Ine house training  sabsoconlictdwneeve. possible.  2.1Staffing  The Town enaploys permanent, full-time staff to deal with routine operattons and preventative maintenance. Staffing for routine operations includes 5.25 Full-Time Equivalents (FTES) in the budget. Current Maintenance staff for infrastructure operations is only 4.25 people, but these individuals must also operate the wastewater collection system and the 4 vacuum pump stations.  2.2 RoutineOperations  Routine operations involve the analysis, formulation, and implementation of procedures to ensure that the facilities are functioning efficiently, and meeting required system pressure and water quality requirements. and other demands of the system. The Town's maintenance procedures are good, with repairs being made promptly so customers receive high quality water service. The Town strives to maximize the operating efficiency and life of all production and distribution system components through a prescribed preventive maintenance program. The Town regularly performs unidirectional flushing of the distribution system as needed. The Town also conducts preventative hydrant and valve matenance as part of the prescribed The distribution system elevated storage tank is inspected externally daily. Defects of appurtenances such as ladders, hatches and vents are repaired as needed. Draining, cleaning. and inspecting of interior coating systems are completed every 2 to 5 years on a rotating basis. The Town currently is under a continual tank maintenance contract with a vendor. The Town also always has staff on call to respond to distribution system failures and customer inquiries.  preventive maintenance program.  5IPage    HOLDEN BEACH OPERATIONS AND MAINTENANCEPLAN  More Details are listed in the following sections:  2.2.1 Mapping  Our Town maps outline the warer system to include type and size of pipe, valve locations, and hydrant locations. As built maps of new developments and maps of the older parts of the system are: stored in the Town Water Department offices. Recendly the entire water system was surveyed. and the system put in GIS for future modification. Employees were trained to geo locate afl their assets utilizing a Leica Zeno FLXI00 Plus antenna and Leica Zeno Mobile application on the provided tablet, with an engineering provided utility database created in ArcMap. This can now be used for all assets on the water system and the sewer valves and boxes as well when needed.  2.2.2 Meters  The water meters are read monthly, and billing and staff provide the. water department with maintenance requests for replacement due to damage or failure of the meter. The town does not have a meter-testing program, but larger meters are replaced or repaired when required. Failed or inaccurate meters and transmitters are replaced as soon as possible or every 15 years whichever occurs first. All meter locations are on GIS from a survey conducted by Green Engineering in  2023. 2.2.3 Valves  The Town replaces older valves in the system as needed and installs new valves to better isolate areas in the older sections of the system. All new extensions are required to have valves installed at eachi intersection to provide this isolation capability. Spare valves are kept in the yard to replace valves when necessary. Valves 4 inches and below should be considered for replacement every 50 years and large valves 60-75 years. All valve locations are on GIS from a survey conducted by  Green Engineering in 2023. 2.2.4 Blow offs  The Town of (Holden Beach) Water Department flushes dead end lines and hydrants based on water testing chlorine levels and scheduled maintenance. This flushing process clears quality problems and raises the chlorine residual. Scheduled flushing is advertised in the local paper when necessary, inc order to cause: as little inconvenience to customers as possible. All blow-offlocations  are on GIS from a survey conducted by Green Engincering in 2023.  6IPage    ODEKBEACHOPBATONS ANDMANTEMANCEPLAN  2.2.5 Hydrants  The hydrants are fowrt tested! or flushed by the Public Works Department or Fire Department. The Tosn of(Holden Beach) replaces old hydrants yearly and installs valves at the hydrant, ifr none existed prior to the replacement. Spare hydrants are kept on the yard at the Public Works Garage on Sabbach Home Road. Hydrants should be considered for replacement when obsolete and parts are not available or when 75 years old or more. All hydrant locations are on GIS from a survey  conducted by Green Engineering in 2023.  2.2.6 Backflow Devices  The Water Department installs and replaces 34"and !" dual check valves at the meter on a Town standard home services. Special devices or larger devices are installed and maintained by the customer. The installation is required and inspected by the (Holden Beach) Public Works Department The Town of (Hoiden Beach) requires the installation of backflow assemblies on all services and requires specifications from new businesses that include backflow prevention devices they plan to install. These plans are then reviewed for compliance. The Town Cross-Connection Ordinance is in force and will be  revised as necessary. 2.2.7Elevated Storage Tank  The Town presently has one elevated storaye tank which is 300,000 gallons and is located behind the Town Hall. The Town has entered into a contract with Utility Services, Inc. to inspect the tank yearly, clean, repair and paint the tanks when necessary. Repair work is to be scheduled to minimize down time. A copy of that contract is available in the Finance Director's office. Brunswick County will be notified when the tank is drained fors servicing. This is to ensure they keep their tanks as full as possible during this time and  are aware that our tank is out of service.  7/Page    HOLDEN BEACH OPERATIONS ANDMAINTENANCEPAN  2.3 OpmatmsypeCammoen  The Fown ofHolden Beach utilizes support staff for maintenance services outside their technical capacity for Tank Maintenance and for SCADA services. These contractors are on 24-hour  call and make themselves readilyavailable.  Tank Service  Utility Service Co Inc200 Old Covered Bridge Road (Tanks)  NC, Madison 27025  (336)337-7074 www.dliservwce.com  SCADA  Custom Controls Unlimited LLC (Instrumentation, SCADA) 2600 Garner Station Blvd, Raleigh, NC27603  (919)661-5556  2.4 Available Equipment  The Town has several types of equipment available for daily routine O&M of the water system that is stored at the Water Maintenance and EOC. If additional equipment is required for specific projects, the Town will rent the needed equipment or contract with a local contractor for the services needed. A stock of supplies in sufficient quantities for normal system 0&M and short-term emergencies is stored at the Maintenance Center. The system maintains a detailed inventory of parts and supplics that assist in ensuring normally necessary parts are available when needed. A list of major equipment available for use by the Towns's Water Division to  perform the normal operation of the water system is shown in Table 2.4  8IPage    HOLDEN BEACHOPERATIONS ANDMAINTENANCEPLAN  Table 24 Equipment and Wehicle List  Quantity 1 1 4 2 1 1 3 3 1 3  Equipment/Vehicle Backhoes Dump Trucks: Service Truck Trailer Air Compressor Boring Rig Trash Pumps Tapping Machines Mud Hog Mini Excavators  The Town utilizes several different types of communications equipment to ensure a reliable and redundant means of communication between staft. All 0&M staff are equipped with cell  phones.  2.5 Preveantive.Naimemance  Preventative maintenance is based on regular and trequent visits to the various facilities with scheduled routine inspections and tasks performed as part of the maintenance program. Information is recorded and any necessary work: is noted and scheduled accordingly. Materials required for maintenance are managed by the Town's purchasing department, the water department. or put out tobid depending on the material. Maintenance schedules that meet or exceed manulacturer's recommendations have been established for all critical components in the water system. The following schedule is used as a minimum for preventive maintenance. Manufacturer's  recommendations should be tollowed where conflict exists.  Storage Facilities Daily Annually As Needed  Visually check security and inspect facilities for proper operation. Check interior condition, vents, hatches, etc., on tanks. Clean andlor repaint interior and exterior as needed on tanks (approximate ten-to-welve-year frequency).  Distribution System Water Mains Annually Needed 9IPage  or As  Leak survey of approximately 10 percent of the main inventory.    HOLDEN BEACHO OPERATIONS AND MAINTENANCEPIAN  Annually Engine Generator Sets Monthly Semi-Annually As Needed As Needed Isolation Valves Annually Hydrants  Flush.  Operate to achieve normail operating temperatures: observe output. Routine maintenance un accordance with manufacturer's Replace fluids and fiters in accordance with manufacturers recommendations (or more frequently depending on amount of use).  recommendatons.  Perform tune-up; replace parts, as necessary-  Operate fully open/closed; uncover where buried, clean out valve boxes and repair, as necessary. Repair andfor install valve marker posts as necessary. Goal is to complete system valve exercise every Check for leakage and visua! damage. Operate and flush; check drain rate; lubricate as necessary: measure pressure; paint as necessary- Check nozzle and cap threads, clean and lubricate per manufacturer's recommendations. Replace lost and damaged gaskets. Check and operate auxiliary valves in açcordance with the valve maintenance schedule. Leave in open position. Inspect drain system to ensure proper drainage and protection from freezing  3years.  Annually  weather. Tag hydrants with asset number.  Meters  Time and measure volume of meter-delivered flow; dismantie, clean, and inspect all parts; replace wom or defective parts; retest meter for accuracy. Frequency varies based on meter size.  2to 20-Year Intervals Customer Meters 15-Year Intervals  Maintenance tests and meter exchanges are performed on a scheduled routine basis. The average age of residential meters is 6y years. Meter sizes 1-1/2 to 2 inches are tested as needed  Telemetry and Control System  Backup program and data. Review alarms and reports; ensure Visually inspect cabinets and panels for damage, dust, and debris.  Daily Monthly 10Page  problems are corrected.    HOLDEN BEACH OPERATIONS AND MANTENANCEPIAN  inspect the inside af cabinets and panels for damage. dust, and debbris Vacuumi cleani all modules, Test alarm indicator units. Clean and flushi anl pressure sensitive devices. Visually inspect all meters to coordimate Check master and RTU's. for proper operationg repair as  Semi-Annually Annually Quarterly Tools and Equipment Rolling Stock Weekly As Needed Tools As Needed  remote stations. necessary.  Calibrate tank: welf and booster level settings.  Check all fluid levels and brakes.  Fluid levels and brakes are  checked each time the equipment is used ifl less than weekly. Replace fluids and fifters in accordance with manufacturer's recommendations (or more frequently depending on type of use); preventive maintenance per manufacturer's recommendation. Clean after each use; lubricate and maintain as necessary; inspect for damage and wear before each use; preventive maintenance performed  per manufacturer's recommendation.  3.0 WATER LOSS REDUCTION AND WATER AUDITS  Unaccounted for water for the Town of Holden Beach is currently less than 10% based on a comparison of water purchased to water sold. This is excellent and is within the AWWA recommended levels for all water systems. The town should continue to compare these records to  ensure that water losses are kept to a minimum in the future. 4.0 WATER QUALITY MONITORING  The town performs water quality monitoring in the distribution system as required by the North Carolina Department of Environmental Quality Drinking Water Regulations.  4.1 Routine Procedures 4.1.1 Source Monitoring  Monitoring is required at each of Brunswick County's two sources of water. Holden Beach is fed solely by the Northwest Treatment Facility. They test for regulated organics (OC), regulated inorganic chemicals (IOC). forunregulated substances, for THMsa and HAAs, and for unregulated PFAS compounds (everyyear). They: alsotest for radionuclides(every 9 ycars). Nitrate monitoring must be performed annually. They also test lead and copper every 3 years, and for regulated inorganics, pesticides, and synthetic organic chemicals on an annual basis. The Town tests for Asbestos every 9 years, for lead and copper every 3 years, and performs annual quarterly testing  11Page    HOIDENBEACHOPERATIONSANDMANTENANCEPLAN  for TEEMIS andi HAAS. along with all required mtcrubiological testing for Colitors whichu are  required monthly. 4.1.2 Coliform Monitoring  AC Coliform Monitoring Plan has been prepared by the Town including a map oft the sites and it has been revised as required. The Town's ORC supervises the revisions of the Coliform Monitoring Plan. which includes sampling protocol and locations. Sampling protocol involves collecting per 15A NCAC 18C. 1539 the required number based on population of the system of routine coliforni samples each month in the distribution system at specified locations. The current requirement is 7 samples per month. If a sample tested by the laboratory is unsatisfactory (positive, coliforms present), the lab will contact the Town and the Town will collect repeat samples at specified locations per the Violation Procedures section that follows. AE various frequencies, coliform samples are also taken at house taps in response to customer  complaints. at locations of new construction or system repairs. 4.1.3 Disinfectant Residual Concentration Monitoring time and locations as routine coliform monitoring. 4.1.4 DisinfctantyDsinfectin By-products Monitoring  The Town monitors residual disinfectant concentrations in the distribution system at the same  The Town currently performs quarterly monitoring at 2 sample locations for total trihalomethanes (TTHMs) and haloacetic acids (HAA5s) four times per year.  4.1.5Lead and Copper Monitoring  Currently, 20 or more samples are taken every 3 years as required for the Town. Samples are taken at customer taps from June through September. The Town most recently performed lead and copper monitoring June I-September 30, 2022 and will be required to sample for  lead and copper again in 2025. 4.1.6 Asbestos Monitoring  Asbestos monitoring is performed by the Town once every nine years. The most recent sample was taken January 9, 2022, and the results were "not-detected". The next sample will be  required in nine years in 2031 unless regulations change.  121Page    HOLDEN BEACH OPERATIONS AND MAINTENANCEPLAN  +.2 Finlution Procedures  Water Quaktty Standards and follow-up procedures are stated in NCAC 15A: 18C.1500. IE an MCL or MRDL is exceeded, the Town will take follow-up action in accordance with NCAC 15A: 18C.1500. In general, when a primary standardi violation occurs, the County will: lyprovide notification to the NC Water Supply in accordance wwith NCAC 1SA: 18C.1500: 2) provide notification to consumers in accordance with 40 CFR [41.201 through 208: 3) determine the cause of the contamination: and 4) take action as directed by the NCDEQ Water Supply Section. When a secondary standard violation occurs, the County will notify DEQ Water Supply and take action as directed. Additional follow-up action specific to coliform monitoring includes repeat sample monitoring and identification of the cause of the coliform presence and correcting it. MCLS for disinfèction by-products and MRDLS for disinfectant residuals are primary standards. Lead and copper action levels: If the 90th percentile results of either lead or copper exceed the corresponding action level, the Town will need to follow additional requtrements as required by the Lead and Copper Rule and DEQ Water Supply Section. Additional requirements  include increased monitoriny and treatment.  The lead action level is exceeded if the concentration of lead in more than 10 percent of the tap samples collected during any monitoring period conducted in accordance with  40 CFR Part 141 Subpart! lis greater than 0.015 mg/L.  The copper action level is exceeded if the concentration of copper in more than 10 percent ofwater tap samples collected during any monitoring period conducted in  accordance with 40CFRI Part 141 Subpartlisgreater: than 1.3mg/L.  43Luhoralory-Senices  Compliance laboratory services are contracted mostly through Envirochem Incorporated. Theyare  astate approved laboratory. Asbestos was analyzed by EMSL Analytical Inc.  Envirochem Incorporated 6602 Windmill Way Wilmington, N.C. 28405 (910)392-0223  13/Page    HOOEKURACHOMRATONS, AND! MAINTENANCE PLAN  SDEMERGENCY RESPONSE PROGRAME  The Town has a vulnerabiltty assessment and au emeryeney response plan. but they are botht incomplete. They: address 3 ofthe 13 evenes that could occurflisted below)and5e events that could cause major ESSEReS in the system bet are generally covered by the less specific generally accepted  causes listed below. 5.1 Natural Events Earthquake Flood High Winds Ice Storm Drought Waterborne Disease 5.2 Human Caused Events Vandalism Terrorism Cyber Attack Deferred Maintenance Construction Accidents Chemical Spills Cross Connections  14IPage    HOLDEN BEACH OPERATIONS AND.MAINTENANCE PLAN  AII tater systemi personnel receive: lasic crauulg tut IS appraprrate Far their job andi emergency response assigmments. lnu additton, deills, tabletop execcises, practice exercises and full-scale exencises are performed periodically to provideTown: staff and the Fice Department with lauds on experience implementing portions of the etnergency response. plan. even though the plan 0s incomplete. AIl staffhave the most cpetencwinprparaten andresponse for fturricanesbecause  oft their location.  6.1PUBLICNOTIFICATION  The Federal Safe. Drinking Water Act (SDWA). and the Environmental Protection Agency(EPA) Public Notification Rule require purveyors to notify, their customers if any of the following  conditions occur.  National primary drinking water regulation (NPDWR) violations. Failure to comply with an applicable MCL or MRDL. Failure tO comply with aj prescribed treatment technique.  Failure to perform water quality monitoring as required by the drinking water regulations. Failure to comply with testing procedures as prescribed by drinking water regulations.  Operation under a variance or an exemption.  Failure to comply with the requirements of any schedule that has been set under a variance or  exemption.  Occurrence ofa waterborne disease outbreak or other waterbome emergency. Exceedance of the secondary maximum contaminant level (SMCL) for fluoride.  Availability of unregulated contaminant monitoring data.  Issuance ofa departmental order. Failure to comply with a departmental order.  Issuance ofa category red operating permit by the DEQ Water Supply Section.  15Page    HOLDEN BEACHOPAPATONSAIDWANTEMANCEPLAN  Pablicmotice reyurements fior each typeoffy wiolatrou OE situation are orymized iuto three tiers per 40 CFR: 141.201 throughh 308 and ae: based n the sesoustless of the violation 3d the Tier I public notices are required for Mational Primary Driaking Water Regulations (NPDWRF violations and situations wwith significant potentiul to luve senous adverse effects on human health as a result of short-term exposure. Public notices in this tier must be provided as soon as possible. but no later than 24 hours after the violation is known. The DEQ Water Supply Section must also be notified within this timeframe. who may require repeat or additional Tier 2 public notices are required for all other NPDWR violations and situations not covered in Tier L with the potential to have serious adverse effects on human health. Public notices under Tier 2 requirements, with the exception of turbidity violations, must be provided as soon as possible, but no later than 30 days after the violation is known. Turbidity violations must be reported to the DENR Water Supply Section as soon as possible, but no later than 24 hours after the violation is known, to determine whethera Tier 1 public notice willl be necessary. Repeat All other NPDWR violations and situations not included in Tier 1 and Tier 2 are grouped within Tier 3. Tier 3 public notices must be provided within one year of the water system learning of the violation or beginning operations under a vanance or exemption. The notice must be repeated annually for as lony as the violation. variance, exemption, or other situation persists.  potentil toradverse lhealtht elffècts.  notices.  notices must be issued for as long as the violation persists.  7.0SAFETY PROCEDURES  Safety is the concern and responsibility of all 0&M staff. To maintain the highest level ofsafety, the Town has taken steps toward educating its staff and providing resources to ensure a safe working environment. The Town will strive to improve its safety program on an on-goiny basis. The American Water Works Association publishes a manual entitled, Safety Practices for Water Utilities (M3), that describes safety programs and provides guidelines for safe work practices and techniques fora variety of water utility work situations. Town personnel are required tot take training courses regarding the following topics: asbestos cement pipe handling: confined spaces; hazardous waste; fall protection; hearing protection; competent persons: electrical hazards; heavy equipment operation: CPRand firstaid; traffic flagging: lockout-tagout:and blood- The Town's facilities are equipped with confined space entry equipment, oxygen-gas meters and lockout-tagout equipment. Each Town vehicle is equipped with first aid and blood-borne handling kits. The Town also owns flagging signs and equipment for safe handling of traffic. The following procedures shall be followed for 0&M tasks that involve the most common potential  bome pathogens.  workplace hazards in the Town's water system.  16IPage    HOLDEN BEACH OPERATIONSANDMAINTENANCEPLAN  7I Equipment Tugging  The Towu has stndardi procedures (lock -Qut tay-out procedures) for tagging out equipment to  prevent injury toi persoanel andi damaye to equipment.  7.2 orkpluce Chenicals in the office.  Al list of chemicals used at the water and wastewater facilities (Safèty Data Sheets or SDS) are kept  7.3 Working in Confmned.spaces  Standard Procedure Follow state OSHA requrements for contined space entry.  7.+ Working around Heayy Equipment  Standard Procedure - Obtain proper training and tollow all safèty procedures. Use noise protection  equipment.  7.5 Working in TrafficAreas  Standard Procedure Wear proper clothing and provide adequate signage and flagging for the  work area required by NCDOT standards. 7.6 Working on or around Water Tanks  Standard Procedure - Follow proper safety hamness procedures forworking on tall structures.  7.7 Working in or around Pump. Stutions  Standard Procedure Obtain proper training and follow all safety procedures for working on  pumps and electrical equipment. Use noise protection equipment. 7.8 Working O1 Ashestos Cement (AC) Water Main  Standard Procedure Obtain proper training and follow all safety procedures for working with  asbestos materials.  17Page    HOLDEN BEACH OPERATIONS AND! MAINTENANCEPIAM  7.9 WVark. Safety Regulutios  The Town follows all appropriate NCDEQ Water Supply Section megullations um iES day-ro-day  operatons and complies wath the following state requirements.  Entry into confined spaces. Shoring of open ditches.  Lockout-tagout: for work on energized OE de-energized equipment or circuits. Fall restraint for access to the top of the County's water tanks.  Manual on uniform traffic control devices (MUTCD) Traffic control for work in the public  nght-of-way.  8OCROSS-CONNECTIONAND BACKFLOW CONTROLPROGRANI  The Cross-connection Control Plan has been adopted and is being enforced. The Cross Connection Control specialist is assigned by the Town's Utility Department to implement the Cross-Connection Control Program. In addition, one other Water Division personnel is required to be CCS certified. From the water supply sources to customer water meters, the Water Department is responsible for cross-connection control. Downstream of customer water meters, cross-connection control is under the jurisdiction of the County's Building Code Official. Backflow preventers are required at cross connections as set forth in NCAC 15A: 18C and the Town's Cross-Connection Control Program. Inspections are made to ensure proper installation of the backflow prevention assembly(s) (BFAS) or air gaps(s) (AGs). Town water customers other than residential customers are responsible for initial and post-installation testing of their (BFAs): and testing must be performed by a private Backflow Assembly Tester (BAT). After initial installation and annually thereafter, the Town mails out notices to customers to test and maintain their BFAS. Town owned BFAS and AGs are tested and maintained by the Town. Backflow incident response, public education, and recordkeeping and reporting is performed in accordance with NCAC 15A: 18C .0406 and the Town's Cross-Connection Control Program.  ,OTEST,FORMS AND REPORTING  The DEQ Water Supply Section has enacted regulations for recordkeeping and reporting that may be found in NCAC 15A: 18C.1302. The regulations identify recordkecping and reporting  procedures for operations and water quality testing.  18/Page    HOLDENBEACH OPERATIONS AND MAINTENANCEPIAN  9.1 Engineers Report WaterSystear Vanagement Plun  The Town, pursuant to NCAC B5A: I8C 0507. requires its Engineer to file an Engineers Report  & System Management Plan for planning any system improvement.  9.2 Recordkeeping  The DEQ Water Supply Section requires retention of critical records dealing with facilities and water quality issues as summanzed beiow. The following retention periods meetandorexced  state requirements.  Bacteriological analysis results: Five years  Disinfection by products: For as long as system Is in operation. Chemical analysis results: For as long as the system is in operation. Daily source meter readings: For as long as the system is in operation.  Other records of operation and analyses may be required by DEQ Water Supply Section: Documentation of actions to correct violations of primary drinking water standards: Three years  Twelve years.  after last corrective action.  Records of sanitary surveys: Twelve years after completion  Project reports, construction documents and drawings, inspection report, and approvals: Life Where applicable, daily records of chlorine residual and WTP performance: Twelve years Public notices and certifications to DEQ Water Supply Section: Three years after issuance  oft the facility  19IPage    HOLDENBEACHOPERATIONSANDMANNTENANCEPLAM  9.3 Reporting  The Town must report the following to DEQ Water Supply Section.  Within 24 hours: A failure to comply with the primary standards or treatment technique Within 48 hours: A failure to comply with the monitoring requirements specified in NCAC 15A:  requirements specitied in NCAC 15A: 18C.1500  18C.1500.  Within 24 hours: A violation ofa primary MCL.  Immediately: A backtlow incident, per NCAC 15A: 18C.I500.  As soon as possible, but no later than 24 hours: Violations assigned to Tier Li in NCAS 15A:  18C.1500.  As: soon as possible, but no later than 30 days for Tier 2. As soon as possible, but no later than 365 days for tier 3 violations.  The Town must submit to the DEQ Water Supply Section all applicable reports required by NCAC 15A: 18C .1500. Monthly reports are due by the tenth day of the following month, Daily source meter readings must be made available to the DEQ Water Supply Section on request. Records regarding the status of monitoring waivers must be submitted during cach monitoring Total annual water production records for each source must be made available to the DEQ Water Supply Scction on request. Water facilities inventory and report form must be submitted to the DEQ Water Supply Section annually and within 30 days of any change in name, category,  unless otherwise specified.  cycle.  ownership, or responsibility for management of the water system.  20IPage    HOLDEN BEACH OPERATIONS ANDMAINTENANCEPAN  The County Umest notify the DEQ Water Supply Section of the preseme ot: Coliforn in a sumple wwithin 10 days of notification by the testing laboratory: andi  Fecal coliform or E. coli in a sample by the end of the business day in which the Town is notified  by the testing laboratory.  When a colform MCL violation ES determined. the Town must:  Notify the DEQ Water Supply Section within 24 hours of determining acute coliform MCL Notify the DEQ Water Supply Section before the end of the next business day when a non-acute Notify water customers in accordance with NCAC ISA: 18C .1523 and the EPA's Public Notification Rule. [f an MCL or MRDL is exceeded. the Town will take follow-up action in  violations.  colifom MCL is determined: and  accordance with NCAC 15A: I8C. .1523.  9.4 Other Reports  Several other reports are required for state agencies, including the Department of Revenue, Department of Labor and Industries, Department of Social and Health Services, Department of Ecology and the Employment Security Department. All of these reports are completed  according to their instructions.  10.0OPERATIONSANDMAINTENANCE RECORDS 10.1 Facilities Operations and Maintenance Manuals  Operations and maintenance manuals are available for staff members' reference. These manuals are kept on file at the Town's Water System's Operations Office. The Town intends to maintain its policy of requiring complete operation and maintenance manuals for all new equipment and  facilities.  21Page    HOLDENBEACHOPERATONSANDMAINTENANCEPLAN  I.2. Mapping an s-Built Drawing Records  Maintenance of drawings is essential to Town staff, developers. and anyone else needing tok know how the water systent is laid out throughout the Town. The drawing records are stored at the Town Operatrons office in paper and electronic media. Updates are maintained by the  Town statf.  10.3GIS Mapping Records  All water lines, sewer lines and all their appurtenances are maintained on the county's GIS system. As part of the Asset Management Plan each asset has been issued a unique identifier code to track that specitic asset. The department director, as part of the ongoing maintenance and mapping process completes GIS task orders to ensure that when assets have been installed or repaired. that a record is keep on file for the continuing tracking of maintenance. This service  is provided by the County GIS Coordinator. 10.4 Operations and Maintenance. Records  Records are stored at the Town's office for the following items.  Backflow and cross-connections Confined spaçes Hydrant repairs Hydrant meter forms Hydrant databases Pump motor test Precipitation Water usage  Well sounding and static water levels  Water used for construction. Water consumable inventory  22IPage    HOLDEN BEACH OPERATIONS AND MAINTENANCEPLAN  Waten manteramee Water main motes Watervorksheets Water main flushing Bacteriological tests Volatile organic compound tests Synthetic organic compound tests Water samples from new developments Lead and copper tests Chlorination levels Customer complaints Vandalism forms  11.0OPERATIONSANDMAINTENANCEDEDEFIENCIES  The Town's operations and maintenance program issufficiently staffed and organized. The Town meets all regulations and requirements, including certification requirements for staffing. As a result. there are no human resources or training certifications notable deficiencics to report. The County Board of Commissioners initiated an updated Asset Assessment Plan in 2022. The initial assessment involved a complete inventory of the system components and an  assessment of its working conditions. 12.0 ASSETMANAGEMENTRECORDS  The Town maintains individual folders for each primary asset in its utility inventory. Those core facilities are elevated storage facilities, permanent and mobile generator facilities, master meter valves, distribution line segments, hydrants valve and residential water meters (by serial  number).  The director maintains an individual folder on file for each of these assets.  23Page    HOLDENBEACHOPERATONSANDMAINTENANCEPIAN  Emergency Contacts  Contact NC Emergency Management  NCEM 1636 Gold Star Drive Raleigh NC 27607 Mailing Address: 4236 Mail Service Center Raleigh NC 27699-4236 Telephones:  Main Switchboard - 919-825-2500 24-Hour Watch Center : 919-733-3300 Director's office fax- 919-825-2685 Eastern Branch Office: 38028 Highway 58 North Kinston, NC 28502 252-520-4923  Government Assistance Agencies: NCDEQ (Department of Environmental Quality) North Carolina Department of Environmental Quality  Physical Address 217 West Jones Street Raleigh, NC 27603 Map It 877-623-6748  tpS/wwwdeuncgovabourconatsy  Water and Wastewater Wilmington Regional Office Address: Phone: 910-796-7215 Fax: 910-350-2018 24Page  127Cardinal Drive Ext., Wilmington, NC 28405 Emergency Pager: 910-515-9065    HOLDENBEACHOPENATONSANDMAINTENANCEPIAM  Public Water Supply Section Phone (919) 707-9100 Mailing Address Public Water Supply Section Division of Water Resources 1634 Mail Service Center Raleigh, NC: 27699-1634 Physical Address Public Water Supply Section Division of Water Resources 512 North Salisbury Street Room 1304L Raleigh, NC27604-1170  Brunswick County Emergency Management  3325Old Ocean Hwy Government Center Building C Bolivia, NC 28422 Phone: 910.253.5383 David Mclntire(Director) Emergency Management Phone: 910-253-2577  Title: Emergency Management Director david.mcintirebrunswickcoumtyncgov National Response Center  (ForCERCLA List chemical spils/transportation emergencies) (800)424-8802)  25IPage    ODANBACHORTATONSA AMDMAMIEMANCEPLAN  State Warning Point (Non-business hours)  Contact Emergency Management  Pesticide Emergency Reaction Team (Toreport pesticide spills, fires. NC Department of Agriculture) 1035 Mail Service Center, Raleigh, NC27699-1035 2 West Edenton Street, Raleigh, NC 27601  Kelly Nilsson, Director Mailing Address: Physical Address: Phone: (919) 707-3300  North Carolina Poison Control (NCPC) at I-800-222-1222.  26/Page    HOLDEN BEACH OPERATIONS ANDMAINTENANCE PLAN  Town ofHolden Beach  Emergency Response Management Plan  Vulnerability Assessment Administration and Operations RESPONSIBLE PERSONNEL FOR EMERGENCY RESPONSE Following is: al list of the personnel responsible for emergency management.  Water Resources Department  Primary person with system responsible fori implementing the emergency plan:  Chris Clemmons. Public Works Director, ORC Work (910)842-6488 Home (910)846-3363  Cell(910)-443-4301  Back-up Person with system responsible for implementing the emergency plan:  Scott Cunninham Water and Sewer Supervisor  Work (910)842-6488 Cell (910)279-5882 On Call Cell (910) )443-6302  OTHER DEPARTMENTSIAGENCIESTONOTIFY  TOWN HALL  Manager's Office David Hewett Work (910) 842-6488 Cell (910)279-23  27Page    PODRIGACHOPRAIONS ANDI MAINTENANCEPILAM  Tri Beach Fire Department Fire! Department: (910) 8-42-2333 Fire Chief: Roy(Daug) Todd Ca(910)916-6510  Coastline Rescue: (910)842-2266 (910)842-6707  Holden Beach Police Department  Chief: Jeremy Dixon. (910) 443-6300 jeremy. dxenghbouphallcon Lieutenant: Frank Dilson,910,279-3300 frank. dlworhahstownhalcen  BEMC (Electricity) 795 Ocean Hwy W (Hwy17) Supply. NC 28462 910-754-4391 Report Outages 800-682-5309 Office (910) 754-4391 Bobby Johnson Cel/(910)540-2640  NC Poison Control Center 1-800-222-1222  OSHA, NC Department ofLabor  During normal working hours (weekdays, 8a.m. to 5 p.m.), call 1-800-625-2267 or 919-779-8560. After working hours (5 p.m. to 8a.m.), weekends or holidays, call  State Capitol Police at 919-733-3333 to report the fatality.  28Page    ODBNIEACHOPRATONS ANDMANTENANCEPLAN  Nertha Canollma Rural Water Associatiom (NCRWA) Mailing Adhfiress: PO Box 540, WWelkcome, NC. 2737-4 Physical Address: 3995 Ol Highsway 52, Lexemgtom, NC27295  Phome: 336-731-6963 Fax:336-731-$589 E-Mail: ntoncwa.org NEWS MEDIA TELEVISIONSTATIONS WWAYTV3 Office: (910)763-0979 newspomérwaxvicon  WECTTV 322 Shipyard Blvd. Wilmington, NC: 28412 General Number: 910.791.8070 News Tips: 910.791.6681 24-Hour Phone: 910.791.6681 Email: newsroom@wect.com RADIO STATIONS  WGNI 97.3 Radio Station Office: (910) 763-6511 MAIANGNICONI Call or text  102.7GNI anytime at 910-343-1027  WYAY 106.3 Station Address: 950 48th Ave N Suite 103 Myrtle Beach, SC: 29577 Phone: 716-372-9564  29IPage    HODRAEACHOPBATONS ANDMAINTENANCEPLAM  NEWSPAPERS  Brunswick Beacom Oflice: (9BO) 754-6890 beacon Gatme.net Fax: (910)754-5407 Fayetteville Times Office: (910)323-484S Wilmington Star Office: (800)272-1277  Fax: (910)486-3545 Fax: (910)343-2227  30IPage    HODBBEACHOPRATONS AMDMANTEHANCEPLAN  SUPPORT CALLI LIST Godwim Pumps Office: (910) 392-3644 Patrick Seay (910)237-7135 Pipeline Supply Terry Paxson Hame: (704) 489-2877 Cell: (704)534-7296 102 Hwy. 57 North Little River, US2 29566 Phone: 8433994443 Toll Free: 8003440924 Fax: 8433994503 Sunbelt Rentals Kenneth Luther Cell (843)514-8369 Rental Service Company Brian Cross Office: (910)343-0031 Cell: (910)620-5147 Ferguson Enterprises Rob Watson Office: (803)775-7355 Cell: (803)968-0384  CONTRACTORS IN LOCAL AREA TO ASSIST IN REPAIRS Wayne's Backhoe Russell Hickman Office: (910)579-7103  Cell: (910)279-1877 Carmichael Construction Cell: (910)520-8846  Randall Carmichael Office: (910)457-6510  31/Page    HOLDENBEACH OPERATIONSAND MAINTENANCE PLAN  Emergency Response Plan & Procedures  CONTAMINATION OF WATER SOURCE GROUNDWATER POSSIBLE CAUSES: Spills, Backflow, Back-siphonage. Biological. Terrorism or  WELLS)  Chemical Contamination  Actions: Shut pump down and valve offto isolate from system  The Operator in Responsible Charge (ORC) or back-up should notify the Town Manager or Board of Commissioners (verbally and in writing) of contamination Notify NCDEQ (Water Supply Section) Contact govenument agencies (see below)  ofwater supply.  for advice and assistance.  Notify all users. Contact local media for public service announcement, if customers Arrange for alternate source of water if necessary ---i.e.. bottled water.bulk hauler,  cannot be notified by phone or door-to-door  or storage tank. Contacts: be reached)  NCDEQ (Water Supply Section) Wilmington. NC Office (during normal working hours) Raleigh, NC Office (weekends. holidays. or ifWilmington, NC Office cannot  Brunswick County Emergency Management Bolivia, .NC,  Holden Beach Police Depariment, Brunswick county Health Department  Contact others as necessary. depending on severity. See Contact List for phone  numbers. 32IPage    HOLDEN/BEACHO OPERATIONSANSANDMAINTENANCEPLAN  ELEVATED STORAGE TANK DAMAGE  POSSIBLE CAUSES. Structural Failure, Tornado. Hurricane. Plane Crash. or  Terrorist Activity.  Actions: Shut oft valves to isolate damaged tank.  The Operator in Responsible Charge (ORC) should notify the Town Manager or Board of Commissioners (verbally and in writing) of falling water supply.  Contacts: Notify NCDEQ(Water Supply Section) Contact govemment agencies (see  below) for advice and assistance.  Notify Goverment agencies for advice and assistance.  Contact local media for public service announcement if customers cannot be notified by Possible Actions: Arrange for alternate source of water if necessary -- ie., emergency connection with state: approval, portable potable water system, bottled water. bulk  phone or door-to-door.  hauler. or storage tank. See Contact List forp phone numbers.  33IPage    HOLDENBEACHOPERATIONSAND MAINTENANCEPLAN  LOSS OF SOURCE  POSSIBLE CAUSES: Dewatering of Aquifer, Pump Damage or Power Outage  Actions: Contact Town Manager  Notify NCDEQ (Water Supply Section) Contact government agencies (see below) for advice.  Contacts: door-to-door. Possible Actions:  Contact local media for public service muncemetifcustumes cannet be notitied by phone or  Arranye for an alternate water source (if necessary) NCDEQ, Brunswick County Emeryency  Management (ifnecessary) See Contact List for phone numbers.  34IPage    HOLDEN BEACH OPERATIONS ANDMANTNANCEPAN  FIREDEMANDING EXTREME AMOUNTS OF WATER  Actions: Commissioners  The Operator in Responsible Charge (ORC) should notify the Town Manager or Board of Contact Brunswick County and arrange for additional pumping from the Bell Swamp Station. Begin enforcement of Emergency Water Conservation and Restrction ordinance. if applicable Contact: local media for public service announcement customers cannot be notified by phone Contact NCDEQ Regional office or Raleigh. Brunswick County Emergency Management (if Contact Police Department and Fire Department See Contact List for phone numbers.  or door-to-door necessary)  351Page    ODABEACHOPBAIONS ANDMANTENANCEPLAN  DROUGHT CONDITION OR WATER SUPPLY SHORTAGE FROM  BRUNSWICK Actions:  The Operator in Responsible Charge (ORC) should notify the Town Manager or Board of Initiate Emergency Water Shortage Response Plan once a water shortage is declared. (Reter Begin enforcement of Emergency Water Conservation and Restriction ordinance. if applicable.  Commissioners (verbally and in writing) of failing water supply  to Water Shortage Policy contained within this emergency response plan)  Contact:  NCDEQ Regional or Raleigh. Brunswick County Emergency Management (if necessary) Contact local television and radio media for: assistance with public notification ofdrought condition Possible Actions: Arrange for alternate source of water ifnecessary ---i.e., ,bottled water, bulk  orwater shortage for any cause. hauler. or storage tank. See Contact List forphone numbers.  36/Page    OORBEACHOPELIONS ANDMANTIMANCEPAM  FLOOD CONDITIONSAHURRICANE  Actions:  ORC: should contact the Town Manager and the EOCifA Activated.  Notify all users of the potential for groundwater well contamination. failure of pumps. or loss of Advise customers to store: some drinking water in advance of the potential for flooding and EU boil any suspect water fortwo mnutes when notitted or after any loss of pressure.  power. etc.  Phone govemment contacts: are listedbelow.  Contact: to-door.  Local media for public service announcement ifcustomers cannot be notified by phone or door- Arrange for alternate source of water if necessary : ie.. emeryency pipeline with Public Water NCDEQ Regional or State oftice in Raleigh (although they usually contact you during this type of emergency, Brunswick County Emergency Management. Police (for assistance in public  Supply approval only. bottled water. bulk hauler. or storage tank.  notification).  SeeContact! List for phone numbers.  371Page    HOLDENI BEACH OPERATIONS ANDI MAINTENANCEPLAN  BROKEN WATER MAN/CONTAMINATION OF WATER  Possible Causes: Mint-Quakes. Excessive Vibration. Floods. and Frees Uprooted due to Actions: Contact maintenance crew to repair from contact list or call out sheet ifsafe to do so Valve off area of damaged main but maintain enough pressure on the line to- prevent potential Notify Town Hall and Police Department of water outage. what area will be atfected. and approximate length of autage. (f possible. have personnel go door to door to advise customers of  Tormdo or EEurricane. or simply broken due to age.  backflow.  outage and approximate length of outage.  Contact:  NCDEQ Regional or State office in Raleigh if contamination of water main occurs or length of Submit Boil Water Notice and follow up sampling protocol by guidelines from NCDEQ. Contact local television and radio media for assistance with public notitication of contamination  outage will be substantial.  or lengthy outages.  See Contact List for phone numbers.  38Page    HOLDENDEACHOPERTONSANDMAINTENANCEPLAM  HYDRANT DAMAGE POSSIBLE CAUSES:  Vehicular Accident. Water Hammer, Restraint Farlure. Falling Trees or Structures due to  Tornado or Flurricane.or Soil Failure duetoFlooding or Heavy Rains.  Actions:  Contact maintenance crew to repair. Use contact list or callout sheet ifsafe to doso.  Valve off damaged hydrants and mains, if: also damaged.  Notify Town Hall and Police Department of water outage. what area will be affected. and approximate lenyth of outage. (IE possible have personnel go door to door to advise customers  ofoutage and approximate fength of outage.)  Contact:  NCDEQ Regional or State office in Raleigh if contamination of water main occurs or length of Submit Boil Water Notice and follow up sampling protocol by guidelines from NCDEQ. Contact local television and radio media for assistance with public notification of contamination  autage will be substantial.  or lengthy outages.  Sce Contact List for phone numbers.  39/Page    A. LEAD & COPPER    Hoden Bay  Appendix A  Lead and Copper    LEAD AND COPPER 90 PERCENTILE SUMMARY  Water System Numbes: NCo4-lo-sbo System Name: anfafad Compliance Period: 6-1-21 -4-3-22  Date: 9-13-22  Monitoring Frequency: Pyeryyari  LEADSAMPLES 90th Percentile! Level= No. Locations TierfTarget Code H081 3 Hob2 3 HoB6 4 Holl 5 Hoo5 6 #085 7 Hob3 8 H051 9 no84 lo Ho35 IL Ho72 12 HcI7 13132 14 HC51 15H0E2 16 H/34  COPPER SAMPLES 90th Percentile Level = Code DoRI 2 Hab2 34 HdiL 4 Hcil 5 HCC5 6 Ho85 7 HCL3 3 H051 9 04 lo H025 I 072 12017 13132 14 M051 154082 I6 #/34  Lead? mg Ko.003 Ko.ce3 Ko.003 KC.dc3 Ko-cc3 <ccc3 Ko.003 <G.cc3 Kn.cc3 Ko.6e3 Ke,cc3 Kc.6c3 <0.003 So.co3 Koce3 Ko.ec3  No. Location? TierTarget Copper?  Category 3 2  Category 3 2  mg/l Lo.950 Lo.050 <6050 (o.050 <6-0.50 <0.056 <o.e50 <0-056 <O.05a <0.050 <0.050 56:056 <6.020 K6-656 <0-050 Ko.050  3  3  2 2 3 3 2  3 2 3 3 2  90th Percentile Level = Concentration in the sample with sequence number yielded by 0.9xr number of samples. (Only 10% ofthe samples have! higher lead or copper values) For 5s samples, 90th Percentile Levell is the average of 4th and! 5th highest samples. Arrange in ascending order. (Place results of all lead or copper samples taken during the monitoring periodin order from the sample with thel lowest concentration att the top tot the sample with thel highest concentration at the bottom.) Attach additional Attach al location codel key showing the alphanumeric location code in ascending order and the corresponding address oft the sample site (see page 2oft this form). Explain any changes to the sampling sites from the previous sampling event. lfany sites have been added or removed, also update the Sampling Pool Details online through the Lead & Copper Data Acquisition Portal: "Use our web-based certification process "ECERT to submit a copy of your 90 Percentile Summary under the 90" Percentile module. Access to ECERT is available from our website or the following link ADAPAHARECEAL lfyou do not havei intemet access, mail the completed notice to the appropriate Lead and Copper Rule Manager at the! Public' Water Supply  pages ifr necessary.  htps/Mww.nowater.or/mage-679  Section, 1634 Mail Service Center, Raleigh, NC 27699-1634.  04/2019  Page1    LEAD AND COPPER 90 PERCENTILE SUMMARY"  Water Systerm Numben: AC 04-l0-c60 System Name: Inwn 0f Hotden Bech Compliance Period: AE17-9-2-22  Date: 9-13-21  Monitoring Frequency: eyery3yrirs  LEAD SAMPLES 90th Percentile Level = No. Location3 Tier/Target Code 17 #/35 18 /20 1913 28026  COPPER SAMPLES 90th Percentile Level= Code 17 H/35 18 #/20 19 HIL 20 HO16  Lead? mg! Kcees <o-ec3 (0.003 <o.ce3  No. Location? TierfTarget Copper2  Category  Category  mg/ <0.050 0-096 C.let C.I  90th Percentile Level = Concentration in the sample with sequence number yielded by 0.9xr number of samples. (Only 10% of the samples have higher lead or copper values) For 5 samples, 90th Percentile Level is the average of 4th and 5th highest samples. Arrange in ascending order. (Place results of all lead or copper samples taken during the monitoring period in order from the sample with the lowest concentration att the top tot the sample with the highest concentration at the bottom.) Attach additional Attach al location code key showing the alphanumeric location code in ascending order and the corresponding address of the sample site (see page 2oft this form). Explain any changes to the sampling sites from the previous sampling event. If any sites have been added or removed, also update the Sampling Pool Details online through the Lead & Copper Data Acquisition Portal: "Use our web-based certification process "ECERT" to submit a copy of your 90" Percentile Summary under the 90" Percentile module. Access to ECERT is avallable from our website or the following link: DAPAPMSREARECEATL lfyou do not have internet access, mail the completed notice to the appropriate Lead and Copper Rule Manager at the Public Water Supply  pages if necessary.  htps/www.ncwateror/79848-679  Section, 1634 Mail Service Center, Raleigh, NC 27699-1634.  n41201a  Page 1    DEQ LEAD AND COPPER 90h PERCENTILE SUMMARY'  Water System Number: 04-10-060 Compliance Period: 2oll-0019  Dates 1-16-19  System Name: Town op Hoilan feach  Monitoring Frequency: 3years  LEAD SAMPLES 90th Percentile Level = No. Locationa TierfTarget Code 051 a 121 3 082 4 086 5062 6036 7 052 8 028 9 025 lo 058 1 081 13 005 13 017 14 1R0 15 072 Ile 084  COPPER SAMPLES 90th Percentile Level = Code 051 a 121 3 o82 4 o8l 5 ob? 6 026 7 052 8 oa8 9 035 058 08 13 005 13017 14120 15072 16084  Lead? mgh <o.003 Lo-oo3 <o-003 Ko-003 Ko-003 <o-003 Ko.co3 <o.003 Ko.003 Ko-o03 Ko.003 <o-003 Ko.003 Ko.003 Ko.003 Ko-003  No. Location3 Tier/Target Copper?  Category  Category  mgl <0.050 So.050 <o-050 Ko-050 Ko.050 <o-050 <0-050 <0056 <o-050 <o-050 K0-050 So:054 <o-050 0.098 O-lol 0.1o'7  3  3  2  a  90th Percentile Level = Concentration int the sample with sequence number yielded by 0.9xr number of samples. (Only 10% of the samples have higher lead or copper values) For 5 samples, 90th Percentile Level is the average of 4th and 5th highest samples. Arrangei ina ascending order. (Place results of all lead or copper samples taken during the monitoring periodi in order from the sample with the lowest concentration at the topt tot the sample with the highest concentration at the bottom.) Attach additional Attach al location codel keys showing the alphanumeric location code in ascending order and the corresponding address of the sample site (see page 2 of this form). Explain any changes to the sampling sites from the previous sampling event. lfany sites have been added or removed, also update the Sampling! Pool Details online through the Lead & Copper Data Acquisition Portal: "Use our web-based certification process "ECERT" to submit a copy of your 90" Percentile Summary under the 90th Percentile module. Access to ECERT is available from our website or the following link: BEIPRLONHORECEAL lfyoud do not havei internet access, mail the completed notice tot the appropriate Lead and Copper Rule Manager at the Public Water Supply  pagesi if necessary.  htps/www.nowaler: org/page-679  Section, 1634 Mail Service Center, Raleigh, NC 27699-1634.  04/2019  Pagei    DEgp LEAD AND COPPER 9Qt PERCENTILE SUMMARY  Watec System Nummbes: 04-10-060 System Name: Jawa ofHolden Beich Compliance Period: 3016-2.19  Date: #-36-19  Monitoring Frequency: 3years  LEAD SAMPLES 90th Percentile Level = No. Locationa TierfTarget Code  COPPER SAMPLES 90th Percentile Level = Code  Lead? mgi Ko-003 Ko-003 <o.003 0.022  No. Location3 TierfTarget Capper?  Category  Category  mgh 0-123 0-139'4 0.144 0.193  17 063 18 054 19085 30 all  063 18054 19085 aoil  3  3  90th Percentile Level: = Concentration in the sample with sequence number yielded by 0.9x number of samples. (Only 10% of the samples have higher lead or copper values) For 5 samples, 90th Percentile Leveli is the average of 4th and 5th highest samples. Arrange in ascending order. (Place results of alll lead or copper samples taken during the monitoring period in order from the sample with the lowest concentration att the top to the sample with the highest concentration at the bottom.) Attach additional Attach al location code key showing the alphanumeric location code in ascending order and the corresponding address of the sample site (see page 20 oft this form). Explain any changes to the sampling sites from the previous sampling event. If any sites have been added or removed, also update the Sampling Pool Details online through the Lead & Copper Data Acquisition Portal: "Use our web-based certification process "ECERT" to submit a copy of your 90" Percentile Summary under the 90" Percentile module. Access to ECERT is available from our website or the following link: https IPMASHAHTARECERI, Ifyou do not have intemet access, mail the completed notice to the appropriate Lead and Copper Rule Manager at the Public Water Supply  pagesi if necessary.  httpswww. nowaleron/pase-6/9  Section, 1634 Mail Service Center, Raleigh, NC 27699-1634.  04/2019  Page1    LEAD AND COPPER GUIDELINES:  DEQ SAMPLING POOL SITE SELECTION, SAMPLING PROCEDURES AND Ther main objective oft thel Lead and Capper Rule (LCR). 15A NCAC 18C 1507. is to protect the public: from contaminants resulting from corrosion int the pipings system. LCR requires the water served by ail community and non- transient non-commumity public water systems to meet the "action levels" for lead and copper as measured att the consumer taps and'or pravide optimal corrosi on controll treatment to minimize these corrasion by-products within the distribution system. Ifmore than 10 percent(10%) of the tap water samples collected during any monitoring period contains mare than 0.015 mg/L for leadi andlar 1.3 mg/L for copper. the action level wil have been exceeded (ie. ift the "90" percentile" lead level! is greater than 0.015 mg/L or ift the' "90" percentile" copper leve! is greater than 1.3mgL).  FOLLOW-UP ACTIONS  Steps Needed to Complete the Lead and Copper Monitoring Requirements  A. SAMPLING POOL SITE SELECTION on sample collection and results.)  1. From the table below, determine the standard number of required sites to be sampled each compliance period, based on your system's population. (Nate: Your system may qualify for reduçed monitoring in the future, depending  Number of Samples  System Size (Population Served) 100,000 10,001-100,000 3,301-1 10,000 501-3,300 101-500 <100  Number of Sites (Standard) 100 60 40 20 10 5  Number of Sites (Reduced) 50 30 20 10 5 5  2. Complete the required Construction Materials Report included with this package (also located on our website at P/GRaSgeaoNRGesoningaetcomslarcesensasie) and submit it to the Lead 3. Use information gathered to complete your Construction Materials Report to select sampling pool sites that have the highest probability of corrosion. Tier1 1 sites have the highest probability of corrosion so they are considered the highest priority sites, decreasing in priority to Tier 2, and then Tier 3. Ifno' "Tier" sites are available, select "Other"  and Copper Rule! Manager. sites as sampling pool sites. For Community Water Systems (CWS):  Tier 1 sampling sites consist of single family structures that:  contain copper pipe with lead solder that was installed January 1, 1983 through December 31, 1985; and/or (Note: When multiple family residences comprise at least 20% of the structures served by a water system, the contain copper pipe with lead solder that was installed January 1, 1983 through December 31. 1985; and/or Tier 3 sampling sites consist of single family structures that contain copper pipes with lead solderi installed before 1983. Ifthere are insufficient numbers of Tier 1,2, and 3 sampling sitesi in a community water system, the system shall complete its sampling pool with representative sites throughout the distribution system. As site is considereda representative site' ifthe plumbing material used at that site would be commonly found at other sites served by the  contain lead pipe or are served by al lead service line (any age structure). Tier2s sampling sites consist of buildings, including multiple-family residences that: contain lead pipe or are served by al lead service line (any age structure).  system may count them as Tier 1 sites.)  water system.  For Non-Transient Non-Community (NTNC) Water Systems: Tier 1 sampling sites consist of! buildings that:  contain copper pipes with lead solderi installed January 1, 1983 through December 31, 1985; and/or  contain lead pipes or are served by a lead service line (any age structure).  04/2019  Page1    (Note that Tier 1 NTINC: sites diffen slightly firom that af Tierl CWS sites imt that the Rule states "buildings" instead of Ai NTNC water system withi insufficient Tier 1sampling sites shaill complete its sampling poali with sampling sites that contain copper pipes. with lead solder installed before 1983. Ifadditionall sites are needed to complete the sampling paoll thei NTNC water system shall use representative sites thraughout the distmbutiom system. A. representabive site" is asite in which. the plumbing materials used att that site would be commonly faundi ate ather sites served by the water As per 15A NCAC: 18C Section 1507 [5141.86(a)(8) Any water system whose distribution syster contains lead service lines shalle draw 50 percent oft the samples it collects during each monitaring periad from sites that contair lead pipes, or copper pipes with lead salder, and 50 percent of the samples from sites served byal lead service line. A water system that cannat identify a sufficient number of sampling sites served by a lead. service line shalf collect first-  'single famiystructures.)  system.  Important Nate Regarding Lead Servicek Lines (For CWS and NTNC Water Systems):  draw samples from. all afthe sites identified. as being served by such lines.  B. SAMPLING POOL SITING PLAN  Create a readable map, sketch or schematic of your distribution system. Clearly indicate the locations of thes sampling pool sites. Be aware thati itisi in your best interest to select more sampling pool sites than the minimum standard number required. The designation of more than the minimum number of sampling poo! sites 2. Assign each sampling pool site an alphanumeric identifier as a location code. The code for each samping site must consist of three digits using letters, numbers, or a combination of both (for example: ABC, 123, 001, or 1B3). Add the location code for each sampling pools site to the map or sketch. DOI NOT ever change the code for a location. Ifa 3. Complete all information on the Lead and Copper Sample Siting Plan Site Selection Process form and the Lead and Copper Sampling Poal Details spreadsheet. The spreadsheet should list all sampling poo! sites selected as specified in item one above. Be sure the sampling pool site location codes used in the spreadsheet correctly correspond tot the location codes used on the map. For each sampling pool site listedi in the spreadsheet, be sure to indicate the location code, physical site address (Street and City for CWS) or physical location (for NTNC), year built, plumbing materials in the structure, existence ofal lead service line, tier level, tier level designation justification, and the date and designation of when the site was either added to, or deleted from, the sampling pool with comments explaining the changes. See the examples int the spreadsheet for listing CWS vs. NTNC systems. Submit the following completed documents to the Lead and Copper Rule Manager for review. Be sure your public water system number and the name of your public water supply system are included on each document. Map or schematic of distribution system denoting sampling pool site location codes; Lead and Copper Sampling Pool Siting Plan- Site Selection Process form; Lead and Copper Sampling Pool Details spreadsheet; and  avaiable will provide greater flexibility in performing additional sampling. ifnecessary. site is dropped from the pool, the replacement site MUST have a new code.  Construction Materials Report.  Note that anyf future changes to the sampling pool siting plan must be reviewed by the State and will require a written submittal oft the change. Consult with your Regional Office when selecting new sites. Denote the date(s)of any changes and reasons for the changes on your Sampling Pool- Details spreadsheet and submit the revised Sampling Pool Details spreadsheet and revised maplschematic to the Lead and Copper Rule Manager and the  appropriate Regional Office. C. SAMPLE COLLECTION PROCEDURES  1. Please refer to EPA's February 29, 2016 memorandum entitled "Clarification of Recommended Tap Sampling Procedures for Purposes of the Lead and Copper Rule" prior to collecting samples. (Posted on our website at tP/SBIASOXBPUNGMRAAEEONETSNracinana-stutcomaiancesencasitn, Collect each water sample in! bottles provided by your lab. Samples must be analyzed by a NÇ certified laboratory. The water shall stand motionless for at! least 61 hours in the plumbing system before collection of the sample. Residential samples shali be collected from the cold-water kitchen tap or bathroom sink tap that is not fitted with a point-of-use treatment device. Non-residential samples shall be collected at ani interior tap from which water is typically drawn for consumption. Leave faucet aerators in place when conducting sampling. Donot collect samples from outside  spigots. 04/2019  Page2    Impartant Note Regarding Lead Service Lines For CWS and NTNC Water Systems!: Sampie calllection at al lacation. served by a lead serviceline requires a different sampling procedure from that used: for locations without al lead servicel line. As per 15A NCAC. 18C Section 1507 ($141.86/b/(3) Each service line sample shall be ane liter in volume and have stoad mationless in the lead service line far at least SiX hours. Leads secvice line samples shall be collected in one of the follaving three ways: At the tap after fushing the volume of water between the tap and the lead service line. The volume of water shall be calculated, based on the interor diameter and length oft the pipe between the tap and the lead it. Ifthe sampling site is al building constructed as a single-family residence, allowing the water to run untit there is a significant change in temperature which would be indicative ofwater that has been standing in the 2. Callect the required standard number of samples for a minimum of two consecutive six-month periods. (Note: For systems with less than five sampling sites, some sites will need to be sampled more than once, on different days. in 3. Water systems must collect samples from the same sampling site from whichi it callected a previous sample. IE, for any reason, the water system cannot gain entry to a sampling site in order to callect at follow-up sample, the system may collect the follow-up tap sample from another sampling site ini its sampling pool as long as the new site meets the same targeting criteria, and is within reasonable proximity oft the ariginal site. The system must designate any site that was not sampled during previous monitoring periods and include an explanation of why sampling sites have  service line; lead service line.  # Tapping directly into the lead service line; or  order to obtain the required minimum five samples.)  changed with their 90" percentile report.  Calculate the 90" percentiles for lead and copper as described below:  (a) Listt thel lead results in ascending order in a column with the lowest concentration at the top of the list and highest concentration at the bottom of the list. Number each entry. Repeat this listing process using the copper results. Use the "Lead and Copper 90P Percentile Summary form (or a similar reporting format that includes the same information) when submitting your 90" percentile calculations. (b) Multiply the number of samples in each column x 0.91 to determine the sample number that represents  the 90* percentile. Example: 20 samples x 0.9=1 18 Example: 25 samples x 0.9=2 22.5  Therefore, the result for the 18" sample in the ascending list is the 90 percentile. Ify you collect an odd number of samples, use interpolation to determine the 90+ percentile. Int this case, the 90" percentile would be determined by adding one-half of the difference between the 22"d and 23rd sample results to the 22nd sample result as shown below. 22nd sample result = 0.010 mg/L; 23"d sample result = 0.016 mg/L 90" percentile value = 0.010 + %(0.016 - 0.010) =0.013 mg/L  (c) Ifyous sample from only five locations, the 90h percentile value is calculated by averaging the 4th 5. In order to avoid a reporting violation, ensure that your laboratory reports the results of the sampling to the Public Water Supply Section by the 10" day of the month following the month in which the results are received or by the  and 5th highest results.  10th day oft the month following the end ofar monitoring period, whichever is earlier.  D. REDUCED MONITORING  Based on sample collection and sampling results, systems may be eligible for reduced monitoring. Ift the 90h perçentile for lead and the 90th percentile for copper are ator below the action level (0.015 mg/L for lead and 1.3 mg/L for copper) for two consecutive six-month periods, your water system may request reduced monitoring by completing and submitting the "Lead and Copper Reduced Monitoring Request Form" (located on our website) to the State's Lead and Copper  Rule Manager. 04/2019  Page3    E. MONITORING AND REPORTING CONSIDERATIONS purposes. as well as, the required compliance samplesi. 2. Fors samples callected during a system's monitaring period:  The results ofi alll leadia andi copper sampling must be reportedit to the State including the results ofr mon-compliance sampling. Bomeowmerrequestd sampling. and sampling. conducted by a water system for investigatory or fallow-up (Note: January 1sthrough. June 30" and. July 1through December 31st'are the momitoring period for systems an six -month momitoring, frequencies. For systems manitaring annually or every three years, the manitoring period is The fallowing sample results MUST be repanted to the State as compliance samples and bei includedi in your water AllI fiest draw samples collected from non-sampling pool locations during the monitoring period where itis "reasonably able to determine" that the location sampled meets the highest priority tier levell site classification for 3. Ifyours system's population has changed. be sure that you are sampling the proper minimum number of locations to avoid a monitoring violation. The addition of new sampling pool sites will require submittal of an updated Sampling Sampling schedules and sample results are available for review on Drinking' Water Watch located at this web page: MtPDRAEgNabaeEAE drikngwatelsampingstabsnddinking-waer-atch  June 1through September 30")  system's 90+ percentile calculations for each applicable monitoring periad: AlI first draw samples collected at anyo af your system's sampling poo! locations.  your system.  Pool spreadsheet and associated map.  F. REQUIRED FOLLOW-UP ACTIONS WHEN AN ACTION LEVEL IS EXCEEDED lead and 1.3mgL for copper) for any compliance period, the following actions must be performed:  Ift the 90 percentle for lead and/or the 90" percentile for copper exceed their corresponding action level (0.015 mg/L for 1. Ift the lead action leveti is exceeded, public education onl lead in drinking water must be distributed to your system's customers within 60 days after the end of the monitoring period in which the exceedance occurred, and certification of completing this requirement must be provided to the State within 70 days after the end of the monitoring period in 2. Submit a Corrosion Control Treatment (CCT) Recommendation (Form 141-C) to the State stating your system's plans to rectify the corrosion problem. The Form 141-Cmust be submitted within 6 months after the exceedance. Measure Water Quality Parameters (WQPs) at each entry point after treatment and at the required number of locations in the distribution system during each monitoring period in which the action level has been exceeded; Collect water samples ate each entry point after treatment and analyze them for lead and copper. (Note: Make sure your laboratory uses the appropnate reporting form specifically designated for these "Lead and Copper Ifnecessary, submit within 6 months after exceedance, a Source Water Treatment (SOWT) recommendation to the State stating your system's plans to rectify any lead andlor copper contamination in your finished water. 4. Ify your system was on a reduced monitoring schedule, your system will be returned to a six-month standard monitoring schedule and will have to monitor from the standard minimum number of locations in the table on Once treatment (CCT and/or SOWT) has been approved and installed, your water system must perform the following: 1., Monitor the tap water in the distribution system for lead and copper on a six-month schedule until the system 2. Measure water quality parameters in the distribution system every six months until system qualifies for reduced 3. Monitor the source water at each entry point after treatment for lead and copper (if necessary); and  which the exceedance occurred. (See Public Notification Requirements below). To complete the CCT Recommendation, you must perform the following:  and  Source' Water" samples.)  page 1.  qualifies for reduced monitoring; monitoring; 04/2019  Page 4    4. Measure water quality parametersi imb the source water at each entry paint after treatment every two weeks unbi the After two consecutive Six-month periods off follow-up monitoring have been performed. your waters systern must submit. the results (on Form 141-C2 as a summary) to the State for neview and for designatan of the aperating ranges for acceptable corrasian control treatment. Once these ranges have been established. your water system must complete another two consecutive six-month periads af monitoring (as described ini items 2 and 4 above) to verify the abilityof the If the lead and copper sample results are atc on below the action levels, a small ar medium syster may request ceduced monitoring from the State Lead and Copper Rule Manager. However, if an action level is exceeded, the system must continue to canduct tap sampling. continue public education distribution (if thel lead action level is exceeded), continue water quality parameter sampling at entry paint(s) and in the distributian system, and possibly begin a lead service line  system qualifies for reduced monitoring.  installed! treatment tor meet the State-specified operating ranges.  replacement program.  G. SOURCE WATER AND/OR TREATMENT CHANGES  The State's Lead and Copper Rule Manager must review and approve a change in source water, the addition of a new source, orl long-term change in water treatment before itis implemented by the water system. Failure to notify the State and get approval before implementing the change is a vialation under the Lead and Copper Rule. Systems should strive to submit their request 90 days before the changei is desired to allow time to resolve any comments and questions. Treatment changes to address a current MCL can be handled on a case- specific basis and the timeframes may Changes in source water and'or treatment may result in monitoring schedule changes and re-evaluation of your system' s corrosion control treatment. Any necessary changes to a system's compliance monitoring schedule and corrosion control treatment will be determined on a case-by-case basis. To request a change, complete the form entitled Request for Source Water andfor Treatment Changes Under the Lead and Copper Rule (LCR) located on our website at httplldeg nc. GaPotdNsonsate. resourcesidrinking: watericomplances services#cr and submit itfor  necessanly be compressed.  approval to thel Lead and Copper Rule Manager 90 days before the proposed change date.  H. PUBLIC NOTIFICATION REQUIREMENTS  1. Federal Requirements: Thel Lead and Copper Rule requires certain notifications tol be provided to water system Public Eduçation Ini the event that a system experiences an exceedance of the lead action level after calculating the 90" percentile value, all customers of the water system and possibly other agencies and organizations must be notified of the action level exceedance and provided information regarding the health effects of lead and actions that can be taken to reduce lead in drinking water. This notification must be completed within 60 days aftert the end of the monitoring period in which the exceedance occurred, and certification of completion must be provided tot the State within 70 days. A template containing all required information and language is available on our website at itp/deg.negovabouldiwsonswaler Consumer Notice of Lead' Tap Water Results Customers at locations that were sampled for lead are required tob be notified of the lead sampling result att their location. This notification must be provided to the consumers at the locations sampled within 30 days of receipt of the results by the water system. The system must certify completion oft this requirement to the State within 90 days of the end of the monitoring period. The consumer notice is required to contain specific information and language. A template containing all required information 2. State Requirements: In addition, the State's Public Notification Requirements include Special Notification for Distribution System Samples under 15A NCAC 18C.1523(c). For individual lead or copper results above the respective action level, the consumers ati the location sampled must be notified within 48 hours after receipt of the results by the water system. Templates for the Special Notification for Distribution System Samples are also  customers.  sprexémeno-alelromenesenealg.  and language is available on our website.  available on our website.  04/2019  Page5    ec    B. DISINFECTION BY-PRODUCTS  COMPLIANCE MONITORING    Al  Hddsn besy  Appendix B  Disinfectant By-Products  Compliance Monitoring    A4-  AE    Environmental Chemists, Inc. 6502 indmill MAlay, Wilningtom, NCI 28405 : 920392.0273Lab 910372.4424Fax 730Bousextown! Rond, Mrmien, NCI 27954 . 352435702LabFax 235-A5 Wiingunttghss, adsemille,ANC.ESUS 930393883Lab/Fa  envirochem ANALYTICAL SCONSULTING CHEMSTS  6at  TTHMHAAS- Stage 2 Disinfection Bypraducts Amalysis Ne AL afoabie ntematiani cbasopcty  mdn County Brunswick  Water Systemumber: NC 04-10-060 Name af Water System: TowpofHolden Beach Sample1 Type: Routine Compliance  Facility ID: poI  Sample Point: BOI Tap Locstion: Sample Station Street Address: 571 Ocem! Blvd West  City: Halden Beach  Check ifs sample site is owned ar controlled by water system  Check if sample site isac daycare or K-12 school  Collected by: Chris Clemmons Maill Results to (water system representativek Town ofHolden Beach 1101 Rothchild Street Holden Beach NÇ Customer Number 09020017 ABORATORYI DDE:37S CODE  DATE: 30/022  TIME: 9:45:00AM  Phone Number 910-279-5882 Fax Number: Responsible Person's Emaik Pworks@hbtowphallcom  28462  CONTAM CONTAMINANT METHOD REQUIRED QUANTIFED  ANALYSISSTARIED ANALYSSCOMRETED ALIOWABLE  CODE REPORTING RESULTS.  UMII 0.08 0.08 0.08 0.08 0.08  IMT  2944 Chiorodilwomomethane EPA502.2 0.001 2943 Bromodichloromethane EPA502.2 0.001 0.013 mg/L.  0.008 mg/L. 0.002 mgl 0.013 mgL 0.036 mgL. Q.003 mgL 0.012 mg/L  3/4/2022 11:31 3/4/2022 11:31 3.4/2022 11:31 3/4/2022 11:31 03.04/2022 11:31  3/8/2022 12:01 3/8/2022 12:01 3/8/2022 12:01 38/2022 12:01 3/8/2022 12:01  2942 Bromoform 2941 Chloroform  EPA502.2 0.001! EPA502.2 0.001  Total Trihalomethanes EPA502.2 0.001 2454 Dibromoacetic. Acid EPA552.2 0.001 2453 Monobromoactic. Acid EPA552.2 0.001 <0.001 mg/L 2452 Trichloroscetic Acid EPA552.2 0.001 0.004 mg/L 2451 Dichloroacetic. Acid EPA552.2 0.001 2450 Monochloroacetic Acid EPA552.2 0.002 <0.002 mg/L Total Haloacetic Acids EPA552.2 0.002 0.019 mg/L  03/04/2022 13:47 3/11/2022 11:30 0.06 03/04/2022 13:47 3/11/2022 11:30 0.06 03/04/2022 13:47 3/11/2022 11:30 0.06 03/04/2022 13:47 3/11/2022 11:30 0.06 03/04/2022 13:47 3/11/2022 11:30 0.06 03/04/2022 13:47 3/11/2022 11:30 0.06 Reviewedby:. Moumyy Suan  Laboratory Log Number: 22-09314  REPORT#: 2022-03937  *Note" Ifresult exceeds the allowablel limit, thel laboratory must report the analytical results tot the Sute within 48 hours ofc completion oft the analyses for allt required  contaminants Comment:    Environmental Chemists, Inc. 82Wimdrill Wlay, WWiiningtan, NCIB405 . 900.392-0773Lab * 910392-412Fax 7EDBionwsertmm Read, Manten, NC27954 . 203570Lb/Fax 255-AMimingtom Fighastay Jadksonville, NCEESAO . 91037380Lab/Fax  envirochem ANALYTICAL SCONSULTING CHEMSIS  tt-Re  TTHM/HAA5- Stage 2 Disinfection Byproducts Analysis  Nr ALE apicae  cud County Brumswick  Water System.Number: NC 04-10-060 Name of Water System: TownofHolden Beach Sample Type: Routine Compliance  Facility ID: DOI  Sample Point: B02 Tap Location: Sample Station Street Address: 315Ocean Bivd East  City: Holden Beach  C Checki ifsample site is owned or controlled by water system  OCheck ifsample site isa daycare or K-12 schoo! TIME: 10:00:00AM  Collected by: Chris Clemmons Mail Results to fwater system representative): Town of Holden Beach 1101 Rothchild Street Holden Beach NC Customer Number 09020017 ABORATORYIDAJTT CONTAM CONTAMINANT CODE  DATE: 3A3/2022  Phone Number 910-279-5882 Fax Number: Responsible Person's Emall: pwurisghbtowmhallcom  28462  METHOD REOUIRED OUANTIFIED. ANALYSISSTARTED ANALYISCOMELETED ALOWARLE  CODE REPORTING RESULIS  UMIT 0.08 0.08 0.08 0.08 0.08 0.06 0.06 0.06 0.06 0.06 0.06  UMIT  2944 Chlorodihromomcthane EPA502.2 0.001 0.009 mg/L 2943 Bromodig.horomethane EPA502.2 0.001  3/42022 11:56 342022 11:56 34/2022 1:56 342022 11:56 03-04.2022 1:56  382022 12:01 3/8/2022 12:01 3-8/2022 12:01 3:8/2022 12:01 3.8/2022 12:01  0.013 mg/L 0.002 mg/L 0.013 mg/L 0.003 mg/l. 0.012 mg/L  2942 Bromoform 2941 Chloroform  EPA502.2 0.001 EPA502.2 0.001  Total Trihalomethanes EPA502.2 0.001 0.037 mg/L 2454 Dibromoacetic Acid EPA552.2 0.001 2453 Monobromoacetic Acid EPA552.2 0.001 <0.001 mg/L 2452 Trichloroacetic Acid EPA552.2 0.001 0.004 mg/L 2451 Dichloroacetic. Acid EPA552.2 0.001 2450 Monochloroacetic. Acid EPA552.2 0.002 <0.002 mg/L Total Haloacctic Acids EPA552.2 0.002 0.019 mg/L  03.04:2022 13:47 3/11/2022 11:31 03.04/2022 13:47 3/11-2022 1:31 03/04/2022 13:47 3/11/2022 11:31 03/04/2022 13:47 3/11/2022 1131 03.04:2022 13:47 3/112022 11:31 03/04/2022 13:47 3/11/2022 1:31 Reviewelby: oumamyg pu4on  Laboratory Log? Number: 22-09317  REPORT#: 2022-03937  *Note: ifresult exceeds thea allowable limit, thel laboratory must report the analytical resultst to the State within 48 hours ofc completion ofthe analyses for all required  contaminants. Comment:    Environmental Chemists, Inc. 6602 Windmil Way, Wilmington, NC28405 . 910.392:0223: Lab . 910392.4424 Fax 7101 Bowsertown Road, Manieo, NC27954 . 252473.570Lab/Fax 255-A Wmingion Highway Jacksonville, NC: 28540 910347583Lab/Fax  envirochem AMALTICALACOISUORSLOTINGOKENSTS  imfogonvirammetnalchonmsiscom  ITHM/HAAS- Stage 2 Disinfection Byproducss Amalysiss s ALLa alatt mt anmasthsgp edtr  Water! SystemNumber: NC 04-10-060 Name af Water System: Town ofHolden Beach Sample Type: Routine Compliance  Comnty Brumswick  Facility ID: DOI DATE: 68:2022  Sample Point:B02 Tap Location: Sample Station Street Address: 315Ocean Blvdi East  City: Holden Beach  Check ifsample sitei is owned ar controlled by water systent  OCheck ifs sample site isa daycare ar K-12 schoo!  Colleeted by: Chris Clemmons Maill Results to (water system representative): Town of Holden Beach 1101 Rothchild Street Holden Beach NC Customer Number 09020017 LABORATORYIDE3TIS CODE  TIME: 8:56:00AM  Phone Number 910-279-5882 Fax Namber: Responsible Person's Email: pwutksgmbownhallcm  28462  CONTAM CONTAMINANT METHOD REQURRED QUANTEED 2944 Chiorodibromomethans EPA502.2 0.001 0009 mgL 2943 Bromodichloromethane EPA5022 0.001 Q015 mg/l.  ABALYSSSIARIED AMALYSSCOMPLETED ALLOWABLE 6/10/2022 16:43 6/14/2022 14:50 0.08 6/10/2022 16:43 6/14/2022 14:50 6/10/2022 16:43 6/14/2022 14:50 0.08 6/10/2022 16:43 6/14/2022 14.50 06/10/2022 16:43 6/14/2022 14:50 06/10/2022 12:47 6/15/2022 10:50 06/10/2022 12:47 6/15/2022 10:50 06/10/2022 12:47 6/15/2022 10:50 06/10/2022 12:47 6/15/2022 10:50 06/10/2022 12:47 6/15/2022 10:50 06/10/2022 12:47 6/15/2022 10:50 Revicwed byi Dancnts Pon  CODE REPORTING RESULIS  UMIT  UMIT  0.08 0.08 008 0.06 0.06 006 0.06 0.06 0.06  2942 Bromoform 2941 Chloroform  EPA502.2 0.001 0.001 mg/L EPA502.2 0.001 0.017 mgL  Total Tnhalomethanes EPA502.2 0.001  0.042 mgL.  2454 Dibromoacctic Acid EPA552.2 0.001 0.003 mgL 2453 Monobromoactic. Acid EPA552.2 0.001 <0.001 mgL 2452 Trichloroacetic Acid EPA552.2 0.001 0.003 mg/L 2451 Dichloroacetic Acid EPA552.2 0.001 2450 Monochloroacctic Acid EPA552.2 0.002 <0.002 mg/L Total Haloacetic. Acids EPA552.2 0.002 0.019 mgL  0.013 mg/L  Laboratory Log Number: 22-25510 contaminants. omment:  REPORT#: 2022-10545  *Note: Ifresult exceeds the allowable limit. the laboratory must report the analytical results to the Sute within 48 hours ofcompletion ofthe analyses for all required    Environmental Chemists, Inc. 6602 Windmill Way, Wilmington, NC28405 . 910.392.0223Lab 910392.4424Fax 710 Bowsertown: Road, Manteo, NC: 27954 - 2247.701ab/fax 255-AWilminglon, Jlaghway, Jacksonille, NC28540 4:0367951ab/Fax  envirochem AMYTICALa CONSULTING CHEMSTS  -.AA  TTHM/HAAS - Stage 2 Disinfèction Bypraducts Analysis  Ra ALL icai  apfaitare  Water! SystemNumber: NC 04-10-060 Name of Water System: TownofHolden Beach Sample Type: Routine Compliance  County Brunswick  Facility ID: DO: DATE: 68/2022  Sample Point:BO1 Tap Location: Sample Station Street Address: 571 Ocean Blvd West  City: Holden Beach  KC Check ifsample site is owned ar controlled by water system  OCheck ifs sample site isa daycare ar K-12 school  Collected by: Chris Clemmons Mail Results to (water system representative): Town ofHolden Beach 110 Rothchild Street Holden Beach NC Customer Number 09020017 ABORATORYIDEITIS CONTAM. CONTAMINANT CODE  TIME: 8:42:00AM  Phone Number 910-279-5882 Fax Namber: Responsible Person's Email: Pworksghbowmhal.com  28462  METHOD BEQUIRED QUANTIFIED CODE RPORIING RESUILIS  ANALYSISSTARTED AMALYSISCOMPLETED ALLOWABLE 6102022 16:18 6/14-2022 14:50 0.08 6102022 16.18 614:2022 14:50 610-2022 16:18 6/14:2022 14:50 6/102022 16:18 6/14.:2022 14:50 0.08 06:102022 16:18 6'14/2022 14:50 0.08 06102022 12:47 615:2022 10:49 06/10-2022 12:47 6/15:2022 10:49 06'102022 12:47 6/15/2022 10:49 06/10:2022 12:47 6/15:2022 10:49 06/10/2022 12:47 6/15/2022 10:49 06/10/2022 12:47 6/15:2022 10:49 Reviewed by: Samenyusan  UMII  UMII  2944 Chlorudibromomcthanc EPA502.2 0.001 0.009 mg/. 2943 Bromodichloromethane EPA5022 0.001 0.015 mg/L  0.08 0.08  2942 Bromoform 2941 Chloroform  EPA502.2 0.001 0.002 mgL EPA502.2 0.001 0.017 mg/l.  Total Trihalomethanes EPA502.2 0.001  0.043 mg/L.  2454 Dibromoacetic Acid EPA552.2 0.001 0.004 mgL 2453 Monobromoacetic. Acid EPA552.2 0.001 <0.001 mg/. 2452 Trichloroacetic Acid EPA552.2 0.001 0.003 mgL 2451 Dichloroacetic. Acid EPA552.2 0.001 2450 Monochloroacetic. Acid EPA552.2 0.002 <0.002 mg/L. Total Haloacetic Acids EPA552.2 0.002 0.021 mg/L  0.06 0.06 0.06 0.06 0.06 0.06  0.014 mgl  Laboratory Log? Number: 22-25509 nntaminants. -omment:  REPORT#: 2022-10545  "Note: Ifresulte exceeds the allowable limit, thel laboratoryr must report the analytical resultst to the Suate within 48 hours ofcompletion oft the analyses for all required    Environmental Chemists, Inc. 6802 WMindimill MAary, Wikingien, MC: 28405 910372.223125 910392424Fax 720Bomeseriowen; Read, Mrmheo, NCI 17954 . 2247357021mb/Fax 255-A wilmingnon Bighnany Jackesamerille, NCZ 25560 . 9203475943Lub/Faw  envirochem AMAEYTICALGCONSUETRGCHEMISTS  ifi Bseckessso  TTHM/HAA5- Stage 2 Disnfection Byproduncts Analysis  RLi  Water SystemNumber: NC 0-10-060 Name of Water System: Towno ofHolden Beach Sample Type: Routine Compliance  Coanty Brunswick  Facility ID: DOI  Sample Point:BOl Tap Location: Sample Station Street Address: $71Ocean! Blvd West  City: Holden Beach  Check ifsample site is owned or controlled by wrater system  DCheck ifsample site isac daycare ar K-12 schoal  Collected by: Chris Clemmons Mail Results to (water system representative): Town of Holden Beach 1101 Rothchild Street Holden Beach NC Customer Number 09020017 LABORATORY IDB:J7729 CONTAM CONTAMINANT CODE  DATE: 972002  TIME: 8:30:00AM  Phone Number 910-279-5882 Fax Number: Responsible Person'sEmail: pworis@Abtowmhallcon  28462  METHOD REOUIRED QUANTIEIED ANALYSSSTARTED ANALYSIECOMRETED ALLOWABLE  CODE REPORTING RESULTS  LIMII 0.08 0.08 0.08 0.08 0.08 0.06 0.06 0.06 0.06 0.06 0.06  UMII  2944 Chliorodibromomcthane EPA502.2 0.001 2943 Bromodichioromchane EPA502.2 0.001 0.018 mg/L  0.021 mg/L. 0.012 mg/L  9432022 19:26 923.2022 9:08 9:13/2022 19:26 923.2022 9:08 9/13.2022 19:26 923.2022 9:08 9/13/2022 19:26 9:23.2022 9:08 09:13-2022 19:26 9232022 9:08 09.082022 15.47 9142022 8:37 09:08:2022 15:47 9.142022 8:37 09-08-2022 15:47 914.2022 8:37 09/08:2022 15:47 9'14/2022 8:37 09/08/2022 15:47 9-14:2022 8:37 09/08/2022 15:47 9:14/2022 8:37 Revi wed by: Thmnl3Bumn  2942 Bromoform 2941 Chloroform  EPA502.2 0.001 0.007 mg/L EPA502.2 0.001  Total Trhalomethanes EPA502.2 0.001 0.058 mg/L. 2454 Dibromoacetic. Acid EPA552.2 0.001 0.006 mg/l. 2453 Monobromoacetic Acid EPA552.2 0.001 -0.001 mg/L 2452 Trichloroacetic Acid EPA552.2 0.001 2451 Dichloroacetic. Acid EPA552.2 0.001 0.008 mg/L 2450 Monochloroacetic Acid EPA552.2 0.002 <0.002 mg/L. Total Haloacetic. Acids EPA552.2 0.002 0.016 mg/l.  0.002 mg/L  Laboratory Log) Number: 22-42964  REPORT#: 2022-17527  *Note: Ifresulte exceeds the allowable! limit, thel laboratory must report the analyticel results to1 the Suate within 48 hours of completion ofthe analyses for all required  mtaninants Comment:    Environmental Chemists, Inc. 5602 Windill Wy. Wilmington, NC: 25405 - 910.392.0223Lab - 910392442EFax 7b0Bassesitosn Rnad, Mamisa, NCZ7954 : 2215ELAb/FAK SAMnegwalghasg fackaacaille, NC2540 91030396Lb/Fax  envirochem  ANALYTICAL  mfoasmireeichemkTs.coma  TTHMHAAS- Stage 2 Disinfection Byproducts Analysis  s ALL aulctie ftm  Water SystemNamber: NC 04-10-060 Name of Water System: TownofHolden Beach Sample Type: Routine Compliance  Cousty Brunswick  Facility ID: por  Sample Point:B02 Tap Location: Sample Station Street Address: 315 Ocean Blvd East  City: Holden Beach  R Check ifs sample site is owned or controlled by water system  OChecki ifsample site isad daycare or K-12 school  Collected by: Chris Clemmons Maill Results to (water system representative): Town ofl Holden Beach 1101 Rothchild Street Holden Beach NÇ Customer Number 09020017 -ABORATORYIDAJT CONTAM CONTAMINANI CODE  DATE: 9/7/2022  TIME: 7:55:00AM  Phone Number 910-279-5882 Fax Number: Responsible Person's Email: pworsg/townhailcom  28462  METHOD REOUIRED QUANTIFIED CODE REPORTING RESULIS.  ANALYSISSTARTED AMALYSISCOMPLETED ALLOWABLE  UMIT 0.08 0.08 0.08 0.08 0.08 0.06 0.06 0.06 0.06 0.06 0.06  WMIT  2944 Chiorodibromomathane EPA502.2 0.001 0.02! mgI. 2943 Bromodichloromethane EPA502.2 0.001  913-2022 19.51 9/23/2022 9:08 913:2022 19:51 9/23/2022 9:08 9132022 19:51 9:23:2022 9:08 9:13:2022 19:51 923:2022 9:08 09132022 19:51 9:23/2022 9:08 09.08/2022 15:47 914/2022 8:38 09.08-2022 15:47 9/14/2022 8:38 09.08:2022 15:47 9/14:2022 8:38 09-08-2022 15:47 9/14:2022 8:38 09.08:2022 15:47 914:2022 8:38 09:08-2022 15:47 9/14/2022 8:38 Reviewedby: Thmal.sBumn  0.018 mg/L. 0.012 mg/L 0,058 mg/L  2942 Bromoform 2941 Chloroform  EPA502.2 0.001 0.007 mg/L EPA502.2 0.001  Total Trihalomethanes EPA502.2 0.001  2454 Dibromoacetic. Acid EPA552.2 0.001 0.008 mg/L 2453 Monobromoacetic. Acid EPA552.2 0.001 0.002 mg/l. 2452 Trichloroacetic Acid EPA552.2 0.001 <0.001 mg/L 2451 Dichloroacetic Acid EPA552.2 0.001 0.009 mgL 2450 Monochloroacetic Acid EPA552.2 0.002 <0.002 mg/L Total Haloacetic Acids EPA552.2 0.002 0.019 mg/L  Laboratory Log Number: 22-42965 ttaminants, Comment:  REPORT#: 2022-17527  "Note Ifresulte exceeds thea allowable hmit, thel laboratory must report the analytical resulis to the State withun 48 hours of complction ofte analyses for all required    Environmental Chemists, Inc. 6502 WWandrd Way. Wimingtery NCZ 2845 . 910342427313b 914392.424Fx 7uDBbwrgerioenl Bnat, Mirtac, NCI754 - 32935A2Lab/Fax 55-AWimingen Higharagy) Jadksgew-lle., NCI5AB 91839550Lab/Fax  envirochem AMMAYTICALECONSUETINGONEMISIS  Bbcssssine  THM/HAAS- Stage 2 Disinfection Byproducts Analysis  a Comnty Brunswick  Water SystemNumber: NC 04-80-060 Name of Water System: Town ofHolden Beach Sample Type: Routine Complainge  Facility ID: DOI  Sample Point:BOI Tap Location: Sample Station Street Address: 571 Opean Bivd West  City: Holden Beach  Check ifs sample site is owned or controlled by water system  Check ifsample site isa daycare ar K-12 schoo!  Collected by: Chris Clemmons Mail Resalts to (vater system representativel: Town of Holden Beach 1101 Rothchild Street Holden Beach NC Castomer Number 09020017 ABORATORYI IDE3mT9 CONTAM CONTAMINANT CODE  DATE: 12/8/2022  TIME: 9:18:00AM  Phone Number 910-279-5882 Fax Number: Responsible Person's Email: Porisghtownhallcom  28462  MEHOD REQVIRED QUANTIETED CODE REPORTING RESULIS  ANALYSISSTARTED AMALYSSCOMFLETED ALLOWARLE  LIMIT 0.08 0.08 0.08 008 0.08 0.06 0.06 0.06 0.06 0.06 0.06  UMIT  2944 Chlorodilmromomehane EPA524.2 0.001 0.014 mg/L 2943 Bromodxhleromcthane EPA5242 0.001  12:15/2022 08:13 12/23/2022 13:02 12/15/2022 08:13 12/23/2022 13.02 12/15/2022 08:13 12/23/2022 1302 12/15/2022 08.13 12/23/2022 13:02 12/15/2022 08:13 12/23/2022 13:02 12/12/2022 13:22 12/19/2022 15:29 12/12/2022 13:22 12/19/2022 15:29 12/12/2022 13:22 12/19/2022 15:29 12/12/2022 13:22 12/19/2022 15:29 12/12/2022 13:22 12/19/2022 15:29 12/12/2022 13:22 12/19/2022 15:29 Beyisvedhy: MommyDunan  0.014 mgf 0.004 mg/l. 0.012 mg/L 0.044 mg/L  2942 Bromoforn 2941 Chloroform  EPA524.2 0.001 EPASZ4.2 0.001  Total Trihalomethanes EPA524.2 0.001  2454 Dibromoacetic Acid EPA552.2 0.001 0.008 mg/L 2453 Monobromoacetic. Acid EPA552.2 0.001 <0.001 mg/L 2452 Trichloroacetic. Acid EPA552.2 0.001 2451 Dichloroacetic Acid EPA552.2 0.001 2450 Monochloroacetic. Acid EPA552.2 0.002 0.002 mg/L Total Haloacetic Acids EPA552.2 0.002 0.028 mg/L  0.004 mgL 0.014 mgl  Laboratory Log Number: 22-60165 etaminants. ament:  REPORT#: 2022-24446  *Note. Ifresulte exceeds the ailowable limit, thel laboratory must report the analytical results tot the Suate within 481 hours ofc completion She malyses for all required    Environmental Chemists, Inc. 16502 Mindicdu Winy Mimminginm, NC2805 9103420223Lab 910.392.4024Fax 7105cmmgerisna Rond, Mnaaa, NCI954 32735702Lb/Fax 255-A Viiringhmitghas. facksawille, NCISS0D * 937380bab/Fix  envirochem AMAYTICAL BCONSULTIG CHEMSTS  mjputmtmammikbemassco  TTHM/HAAS - Stage 2 Disinfection Byproducts Analysis mtmmtiong mERCe mapud tare ampleroesest  an MAL  Water SystemNumber: NC 04-80-060 Name of Water System: TownofHolden Beach Sample Type: Routine Complaince  Couaty Brunswick  Facility ID: DOI  Sample Point:BOI Tap Location: Sample Station Street Address: 571 Ocean Blvd West  Chty: Holden Beach  5 Checki ifs sample site is owned or controiled by water system  OCheck ifsample site isac daycare or K-12 schoo!  Collected by: Chris Clemmons Mail Results to (water system representative): Town of Holden Beach 1101 Rothchild Street Holden Beach NC Customer Number 09020017 IBORATORV ID8:3779 CONTAM CONTAMINANI CODE  DATE: 12/82022  TIME: 9:18:00AM  Phone Number 910-279-5882 Fax Nomber: Responsible Person's Email: Pworksi@hbtowmhallcom  28462  METHOD REQUIRED. QUANTIEED CODE REPORTING RESULTS.  ANALYSISSTARTED AMALYSISCOMPLETED ALLOWABLE  UMIT 0.08 0.08 0.08 0.08 0.08 0.06 0.06 0.06 0.06 0.06 0.06  LMIT  2944 Chlorodibromomethant EPA524.2 0.001 0.014 mg/L 2943 Bromodichloromelhane EPA524.2 0.001 0.014 mg/L.  12,15/2022 08:13 12/23/2022 13:02 12-15/2022 08:13 12/23/2022 13.02 12:15/2022 08:13 12/23/2022 13-02 12/15/2022 08.13 1223/2022 13.02 12/15/2022 08:13 12/23/2022 13:02 12/12/2022 13:22 12/19/2022 15:29 12/12/2022 13:22 12/19/2022 15:29 12/12/2022 13:22 12/19:2022 15:29 12/12/2022 13:22 12/19/2022 15:29 12/12/2022 13:22 12/19/2022 15:29 12/12/2022 13:22 12/19/2022 15:29 Bexieveiby Mommypuan  2942 Bromoform 2941 Chloroform  EPA524.2 0.001 EPA524.2 0.001 0.012 mg/l.  0.004 mg/L.  Total Trihalomethanes EPA524.2 0.001 0.044 mg/L 2454 Dibromoacetic Acid EPA552.2 0.001 0.008 mg/i. 2453 Monobromoacctic Acid EPA552.2 0.001 <0.001 mg/L 2452 Trichloroacetic Acid EPA552.2 0.001 0.004 mg/L 2451 Dichioroacetic Acid EPA552.2 0.001 0.014 mg/L 2450 Monochloroacetic. Acid EPA552.2 0.002 0.002 mg/L Total Haloacetic. Acids EPA552.2 0.002 0.028 mg/L.  Laboratory! Log Number: 22-60165 'aminants. nment:  REPORT#: 2022-24446  *Note. Ifresult exceeds the allowable limit, thel laboratory must report the analytical resulis ta the State within 481 hours ofc completion She analyses for all required    Environmental Chemists, Inc. 66022 Windimill Way Wimingnn, NCZ Z8405 . $13342073Lb 910324124Fa 710E Bowsertze Rond, Munteo, NCZ954 . 7524935702Lab/Fax 255-AWilmingtni Fighaptisonvile. NC28540 S1032583Lab/Fw  envirochem AMCTICALECONGLTNGN CHEMISTS  miogensiroumentlchmsiscom  IHM/HAAS- Stage 2 Disinfection Byproducts Analysis  Nne ALE edice  ccedt County Brunswick  Water SystemNumber: NC 04-10-060 Name of Water System: TownofHolden! Beach Sampte Type Routine Compliance  Faeility ID: DOI  Sample Point:BO1 Tapl Location: Sample Station Street Address: 571 Occan Blvd West  City: Holden) Beach  Check ifs sample site is owned or controlled by water system  OCheck if sample sitei isac daycare or K-12 school  Coflected by: Chris Clemmons Maill Results to fwaters sytemu reprementativek Town of Holden Beach 1101 Rothchild Street Holden Beach NC Customer Number 09020017 ABORATORYI IDE:3m9 ONTAM CONTAMINANT CODE  DATE: 3415/2023  TIME: 9:36:00AM  Phone Number 910-279-5882 Fax Number: Responsible Person's Email: Pwursgabowmhallcom  28462  METHOD REQUIRED QUANTIFED CODE REPORIING RESULIS  ANALYSESTARTED ANALYSSCOMPLETED ALLOWABLE  UMI 0.08 0.08 0.08 0.08 0.08 0.06 0.06 0.06 0.06 0.06 required  LMII  2944 Chiorodibromomethane EPA524.2 0.001 2943 Brumodic-horomethane EPA524.2 0.001 Q.010 mgL.  0010 mgL  3/21/2023 22:15 3/30/2023 8:11 3/21/2023 22:15 3/30/2023 8:11 3/21/2023 22:15 3/30/2023 8:11 3/21/2023 22:15 3/30/2023 8:11 03/21/2023 22:15 3/30/2023 8:11 03/20/2023 13:04 3/28/2023 11:32 03/20/2023 13:04 3/28/2023 11:32 03/20/2023 13:04 3/28/2023 11:32 03/20/2023 13.04 3/28/2023 11.32 03/20/2023 13:04 3/28/2023 11:32 03/20/2023 13:04 3/28/2023 11:32 0.06 Rexicwedby: 1.Duran Bn  2942 Bromoform 2941 Chloroform  EPA524.2 0.001 Q.002 mg/L EPA524.2 0.001 Q010 mg/L  Total Trihalomethanes EPA524.2 0.001 0.032 mgfL 2454 Dibromoacctic Acid EPA552.2 0.001 0.005 mg/L 2453 Monobromoacetic Acid EPA552.2 0.001 40.001 mg/L 2452 Trichloroacetic Acid EPA552.2 0.001 Q003 mg/L 2451 Dichloroacetic Acid EPA552.2 0.001 0.013 mg/L 2450 Monochloroacetic Acid EPAS52.2 0.002 <0.002 mgL. Total Haloacetic Acids EPA552.2 0.002 0.021 mg/L  Laboratory Log! Number: 23-13104 contaminants. mment:  REPORT: 2023-05252  "Note: Ifresulte exceeds the allowable limuit, thel laboratory must report the enalytical resuks to the State within 48 hours of completion ofthe analyses for all    Environmental Chemists, Inc. 6602 Windmill Wig, WWilmington, NC28I05 9103420223Eab 910392-424Fax 700Bawserhjwm Ripad, Manted, NC: 2954 . 252035702Lab/Fax 255-AWlmington Haghwray facksonville, NC28540 S10395S9Lab/R  envirochem ANALYTICAL CONSULTING CHEMISTS  nlogenvironmentainemstscom  TTHM/HAA5- Stage 2 Disinfection Byproducts Analysis  N  cadt County Brunswick  Water SystemNumber: NC 04-10-060 Namec ofWater System: TownofHoiden Beach Sample Type:Routine Compliance  Facility ID: pOI  Sample Point:B02 Tap Location: Sample Station Street Address: 315Ocean! Blvd Fast  City: Holden) Beach  A Check if sample site is owned ar controlled by water system  OChecki ifsample sitei isa daycare ar K-12s schoo!  Collected by: Chris Clemmons Maill Results to (water svitem representativel: Town ofHolden Beach 1101 Rothchild Street Holden Beach NC Customer Number 09020017 ABORATORYIDETI CODE  DATE: 3/15/2023  TIME: 9:50:00AM  Phone Number 910-279-5882 Fax Number: Responsible Penen'sEmail: Pworis@hbtowahallcom  28462  ONTAM CONTAMINANT METHOD REQUIRED QUANTIFIED  ANALYSESSTARTED AMALYSISCOMAEIED ALLOWABLE  CODE REPORTING RESULTS  LMIT 0.08 0.08 0.08 0.08 0-08 0.06 0.06 0.06 0.06 0.06 0.06 required  LMIT  2944 Chlbrodibmomomehane EPA524.2 0.001 2943 Bromodichloromethane EPA524.2 0.001  Q010 mgL 0.011 mg/L Q.002 mg/L 0.034 mg/L 0.004 mg/L  3/21/2023 22:43 3/30/2023 8: 3/212023 22:43 3/30/2023 8:11 3/21/2023 22:43 3/30/2023 8:11 3/21/2023 22:43 3/30/2023 8:11 03/21/2023 22:43 3/30/2023 8:11 03/20/2023 13:04 3/28/2023 11:33 03/20/2023 13:04 3/28/2023 11:33 03/20/2023 13:04 3/28/2023 11:33 03/20/2023 13:04 3/28/2023 11:33 03/20/2023 13:04 3/28/2023 11:33 03/20/2023 13:04 3/28/2023 I:33 Revicwedby: ThuraalBme  2942 Bromoform 2941 Chloroform  EPA5242 0.001 EPA5242 0.001 0.011 mg/L  Total Trihalomethanes EPAS24.2 0.001 2454 Dibromoscetic. Acid EPAS52.2 0.001 2453 Monobromoacetic Acid EPA552.2 0.001 <0.001 mg/L 2452 Trichloroacetic. Acid EPA552.2 0.001 0.002 mg/L 2451 Dichloroacetic. Acid EPA5522 0.001 0.012 mg/L. 2450 Monochloroactic. Acid EPA552.2 0.002 <0.002 mg/L Total Haloacetic Acids EPA552.2 0.002 0.018 mg/L  Laboratory Log' Number: 23-13107 contantinants mmment:  REPORT#: 2023-05252  *Note. Ifresulte exceeds the allowable limit. the laborstory must report the analytical resulis 10 the State within 481 hours of completion ofthe analyses for all    Environmental Chemists, Ime. Gn2 Wimdi! Wlay Wimmingfary NC: 35405 . 4U3J5225Lb . 90D392-4424FE 710 Bowsertswm Road, Mannen, NCZ745E . 2293572Lab/Pac 255 AK Wimington Higharay. jacksonwile, NCISID . 91034553Lab/Fax  envirochem ANALYTCAL: CONSULTING CHEMISIS  atbigemicommenatlthemmstscem  TTHM/HAA5- Stage 2 Disinfection Byproducts Analysis  NbRe ALL eoplicabe  Water SystemNumber NC 04-10-060 Name of Water Systems TownofHolden Beach Sample Type: Routime Compliange  County Brunswick  Facility ID: DoI  Sample Point-BOI Tapi Location: Sample Station Street Address: 5710cean Blvd West  City: Holden Beach  MChecki ifsample site is owned or controiled by water system  OCheck ifsample site isad daycare ar K-12s school  Collected by: Chris Clemmons Maill Resaits to (water system rpresentativel: Town ofHolden Beach 110 Rothchild Street Holden Beach NC Customer Number 09020017 ABORATORY ID:3m9 ONTAM CONTAMINANT CODE  DATE: 67/2023  TIME: 9:00:00AM  Phone Number 910-279-5882 Fax Number: Responsible Person'sEmail: Porsgnbowmhallcom  28462  METHOD REOUIRED QUANTIBED CODE REPORIING RESULTS  ANALYSISSTARTED AMALSSCOMAAD ALIOWABLE  UMIT 0.08 0.08 0.08 0.08 0.08 0.06 0.06 0.06 0.06 0.06 0.06  LMIT  2944 Chiorodibromonethane EPA502.2 0.001 0.007 mgL 2943 Bromodichloromdhane EPA502.2 0.001  6/9/2023 09:18 6/13/2023 16:29 6/9/2023 09:18 6/13/2023 16:29 6/9/2023 09:18 6/13/2023 16:29 6/9/2023 09:18 6/13/2023 16:29 06/09/2023 09:18 6/13/2023 16:29 06/08/2023 12:52 6/14/2023 9:53 06/08/2023 12:52 6/14/2023 9:53 06/08/2023 12:52 6/14/2023 9:53 06/08/2023 12:52 6/14/2023 9:53 06/08/2023 12:52 6/14/2023 9:53 06/08/2023 12:52 6/14/2023 9:53 Reviewedb by: TDual3Bume  0013 mg/L 0001 mgL. 0.017 mgL  2942 Bromoform 2941 Chloroform  EPA502.2 0.001 EPA502.2 0.001  Total Trihalomethanes EPA502.2 0.001 0.038 mg/L 2454 Dibromoscetic. Acid EPA552.2 0.001 <0.001 mgl 2453 Monobromoactic. Acid EPA552.2 0.001 <0.001 mg/L 2452 Trichloroacetic Acid EPA552.2 0.001 2451 Dichloroacetic Acid EPA552.2 0.001 2450 Monochioroacetic Acid EPA552.2 0.002 <0.002 mg/L Total Haloacetic. Acids EPA552.2 0.002 0.016 mg/L  0.004 mg/L 0.012 mg/L  Laboratory Log' Number: 23-28842 contaminants. umment:  REPORT#: 2023-11513  *Nole: Ifresult exceeds thes allowable limit, thel laboratory must report the analytica! resulis to the Suate within 481 hours of completion of the enalyses for all required    Environmental Chemists, Inc. 65C2 Wimdim!! Wisy Whimingnm, NCIS45 . 9103924223Lab . 900392-24Fax 709 Bupsertiowmm Bnnfi Maruen, NCI7954 . 352473572Lab/Fax 755-AWlmingtom! Hghoay jackseryile.NC 28540 . 9103455Lab/Fax  envirochem ANALYTICAL ACONSULTING CHEMISTS  smsae  TTHMHAAS-S Stage 2 Disinfection Byproducts Analysis  Water SystemNumber: NC 04-10-060 Name ofWater System: TownofHolden Beach Sample Type: Routine Compliance  County Brunswick  Facility ID: poi  Sample Point:B02 Tap Location: Sample Station Street Address: 3155 Ocean Blvd Fas:  City: Holden Beach  Check ifs sample site is owned or controlled by water system  OCheck ifsample site isac daycare or K-12school  Collected by: Chris Clemmons Maill Results to (water system representativel: Town of Holden Beach 1101 Rothchild Street Holden Beach NÇ Customer Number 09020017 BORATORY IDE:3TI9 SONTAM CONTAMINANI CODE  DATE: 6nn023  TIME: 9:12:00AM  Phone Number 910-279-5882 Fax Number: Responsible Person'sEmail: Pworks@hbtowmhallcom  28462  METHOD REQUIRED OVANTIED CODE REPORING RESULTS  ANALYSISSTARTED ANALYSIS COMPLETED ALLOWABLE  LMII 0.08 0.08 0.08 0.08 0.08 0.06 0.06 0.06 0.06 0.06 0.06  UMIT  2944 Chioroditremomchane EPA502.2 0.001 0.008 mg/L 2943 Bromodirèhleromchane EPAS02.2 0.001 0.013 mg/L  6/9/2023 13:28 6/13/2023 16:29 6/9/2023 13:28 6/13/2023 16:29 6/9/2023 13:28 6/13/2023 16:29 6/9/2023 13:28 6/13/2023 16:29 06/09/2023 13:28 6/13/2023 16:29 06/08/2023 12:52 6/14/2023 9:53 06/08/2023 12:52 6/14/2023 9:53 06/08/2023 12:52 6/14/2023 9:53 06/08/2023 12:52 6/14/2023 9:53 06/08/2023 12:52 6/14/2023 9:53 06/08/2023 12:52 6/14/2023 9:53 Reyiewedby: ThurnlBump  2942 Bromoform 2941 Chloroform  EPA502.2 0.001 0.001 mg/L EPA502.2 0.001 0.018 mg.  Total Trihalomethanes EPA502.2 0.001 0.040 mg/L 2454 Dibromoacetic Acid EPAS52.2 0.001 2453 Monobromoacctic. Acid EPA552.2 0.001 <0.001 mgL 2452 Trichloroacctic Acid EPA552.2 0.001 0.004 mg/L 2451 Dichloroacctic Acid EPA552.2 0.001 0.015 mg/L 2450 Monochioroacctic Acid EPA552.2 0.002 0.002 mg/L Total Haloacetic Acids EPA552.2 0.002 0.024 mg/L.  0.003 mgL.  Laboratory Log Number: 23-28843 contaminants. mment:  REPORT#: 2023-11513  *Note: Ifresulte exceeds the allowable limit, the laborstory must report the anslytical results to the State widhin 481 hours ofc completion ofthe inalyses for alls requ    Environmental Chemists, Inc. 5502 Wwindirilll Wlay, lmingnem, NC: 19005 . 910342:0273Lab 91032.F 73 Bgwsmtwm! Riond, Mmban, NCZ4SE . 2243502Lab/Fa 355-AWiimingral Highasyy Iadksonieile, NC3854D "9035SSLab/Fa  envirochem ANALYTICAL CONSULTING CHEMSTS  gCsENSESES  ITHM/HAA5- Stage 2 Disinfection Byproducts Analysis  AL sua    Water SystemNmmber: NC 04-10-060 Name af Water System: Town ofHolden Beach Sample Type: Routine Compliance  County Brunswick  Facility ID: DOI  Sample Paint: B02 Tap Location: Sample Station Street Address: 315Ocean BivdFast  City: Holden Beach  Checki ifsamples site is owned ar contralled by water system  CCheck ifsample site isad daycare ar K-12schoa!  Colleeted by: Chris Clemmons Mail Results to fwater system representative): Town of Holden Beach 1O Rothchild Street Holden Beach NC Customer Number 09020017 LABORATORYIDAJTT3 CONTAM CONTAMINANT CODE  DATE: 9/6/2023  TIME: 9:39:00AM  Phone Namber 910-279-5882 Fax Number: Responsible Person'sEmall: pworks@hbtownhall com  28462  METHOR REQUIRED VANTFIED CODE REPORIING RESLIIS  ANALYSISSTARTED AMALYSSCOMRLETED ALLOWABLE  UMI 0.08 0.08 0.08 0.08 0.08 0.06 0.06 0.06 0.06 0.06  UMIT  2944 Chlordibnomoncthane EPA524.2 0.001 Q006 mgl. 2943 Bromodixhloromethame EPA524.2 0.001 0015 mgl  9/9/2023 18:04 9/14/2023 9:11 9/9/2023 18:04 9/14/2023 9:11 9/902023 18:04 9/14/2023 9:11 9/11/2023 00:48 9/14/2023 9:11 09/09/2023 18:04 9/14/2023 9:11 09/11/2023 12:08 9/21/2023 11:35 09/11/2023 12:08 9/21/2023 1:35 09/11/2023 12:08 9/21/2023 11:35 0.06 09/11/2023 12:08 9/21/2023 1:35 09/11/2023 12:08 9/21/2023 11:35 09/11/2023 12:08 9/21/2023 11:35  2942 Bromoform 2941 Chloroform  EPA524.2 0.001 <0.001 mgL EPA524.2 0.001 0.031 mgL  Total Trhalomethanes EPA5242 0.001 Q.052 mgL 2454 Dibromoacetic. Acid EPA552.2 0.001 2453 Monobromoacctic Acid EPA552.2 0.001 <0.001 mg/L 2452 Trichloroacetic. Acid EPA552.2 0.001 2451 Dichloroacetic. Acid EPA552.2 0.001 0.019 mgL 2450 Monochloroacetic Acid EPA552.2 0.002 <0.002 mg/L Total Haloacetic. Acids EPA552.2 0.002  0.002 mgL 0.004 mgL 0.025 mgfl  Bonnie Sanders  Laboratory Log) Number: 23-49338 contaminants. omment:  REPORT#: 2023-20181  Reviewedby:  *Note: Ifresult exceeds the allowable limit, the laboratory must report the analytical results tot thes State within 481 hours of completion oft the analyses for al required    Environmental Chemists, Inc. 6502 Windll Wiay, Wlingnm, NCISAGS . 910352073Lb 90342424Fax 70D Bowwserhgow: Read,Mrhen, NCZYS4 . 152435712Lab/Ra 35-AWirringon Highonas Jadssonwle, NC2S5AD S3PSSSL/EN  envirochem AMVICAECONSVING CHEMISTS  msgmMiarmectikhmmsts.cm  TTHM/HAAS- Stage 2 Disinfection Byproducts Analysis  RE ALL mulcisa  Water SystemNumber: NC 04-10-960 Name of Water System: TownofHolden Beach Sample" Type:B Routine Compliance  Caanty Brunswick  Facility DD: DOI  Sample Point: BOI Tap Location: Sample Station Street Address: 571Ocean Blvd West  City: Holden Beach  Checki ifs sample site is owned or controlled! by water systern  OCheck ifs sample site isa a daycare or K-12 school  Collected by: Chris Clemmons Mail Results to (water system representative): Town of Holden Beach 110 Rothchild Street Holden Beach NC Customer Number 09020017 LABORATORYDE.TT CONTAM CONTAMINANT CODE  DATE: 9/6/2023  TIME: 9:28.00AM  Phone Number 910-279-5882 Fax Namber: Responsible Person'sEmail: Pworks@hbuowphallcom  28462  METHOR REQUIRED OUANTFIED CODE REPORIING RESVLIS  ANALYSISSTARTED AMALYSSCOMPLETD ALLOWABLE  UMIT 0.08 0.08 0.08 0.08 0.08 0.06 0.06 0.06 0.06 0.06 0.06  UMIT  2944 Chlorodibromomethane EPA524.2 0.001 0.006 mgL 2943 Bromodichnloromethane EPA524.2 0.001  9/9/2023 17:35 9/14/2023 9:11 9/9/2023 17:35 9/14/2023 9:11 9/9/2023 17:35 9/14/2023 9:11 9/11/2023 00:20 9/14/2023 9:11 09/09/2023 17:35 9/14/2023 9:11 09/08/2023 11:00 9/19/2023 8:22 09/08/2023 11:00 9/19/2023 8:22 09/08/2023 11:00 9/19/2023 8:22 09/08/2023 11:00 9/19/2023 8:22 09/08/2023 1:00 9/19/2023 8:22 09/08/2023 11:00 9/19/2023 8:22 Reviewedby: Bonnie Sandow  0.015 mg/L  2942 Bromoform 2941 Chloroform  EPA524.2 0.001 <0.001 mgL EPA524.2 0.001 0.030 mg/L  Total Trihalomethanes EPA524.2 0.001 0.051 mg/L 2454 Dibromoacetic Acid EPA552.2 0.001 0.002 mg/L. 2453 Monobromoacetic. Acid EPA552.2 0.001 <0.001 mgl. 2452 Trichloroacetic Acid EPA552.2 0.001 2451 Dichloroacctic. Acid EPA552.2 0.001 0.016 mg/L 2450 Monochloroacetic Acid EPA552.2 0.002 0.003 mg/. Total Haloacetic Acids EPA552.2 0.002 0.024 mg/L  0.003 mg/L  Laboratory Log Number: 23-49337  REPORT#: 2023-20181  *Note: Ifresult exceeds the allowable limit, the laboratory must report the analytical results to thes Suate within 48 hours ofc completion ofthe analyses for all required  contaminants. Comment:    Environmental Chemists, Inc. 5902 wwindmy WIny, Wiringm.NC-SES . $3034223Hab . 900342-DFAR 7OBawsertsnat Rond, ManNCINS . 3243502Lab/Bx 155-AWEmingtm! Highsway, Jacksansile, MCZ8S4D 5139553Lab/Fax  envirochem AMALYTICALECONSULTNGCHEMISIS  aSssSEsEN  TTHM/HAAS- Stage 2 Disinfection Byprodircts Analysis  UL  nofac lor  Water System.amber: NC 04-10-060 Name of Waters System: TownofHolden! Beach Sample Type:Routine! Compliance  County Brunswick  Facility! ID: pol  Sample Point: B02 Tap Location: Sample Station Street Address: 315Ocean Blvd Fast  City: Holden Beach  Check ifsample site is owned ar contralledby waner system  OCheck ifsample site isa daycare ar K-12s schoal  Collected by: Chris Clemmons Mail Resuits to fwater system representstive): Town of Holden Beach 110 Rothchild Street Holden Beach NC Customer Number 09020017 LABORATORYIDAJTT CONTAM CONTAMINANT CODE  DATE: 9/6/2023  TIME: 939:00AM  Phone Number 910-279-5882 Fax Number: Responsible Person's Email: pworksgmbtownhal, com  28462  METHOD REQURED. QUANTFED CODE REPORITING RESULIS  ANALYSSSTARIED AMALYSSCOMPLETED ALLOWABLE  LMII 0.08 0.08 0.08 0.08 0.08 0.06 0.06 0.06 0.06 0.06 0.06  LMIT  2944 Chlorudibromoncthane EPA524.2 0.001 0.006 mgL. 2943 Bromodichlioromethane EPA524.2 0.001 0015 mgL  9/9/2023 18:04 9/14/2023 9:11 9/9/2023 18:04 9/14/2023 9:11 9/9/2023 18:04 9/14/2023 9:11 9/11/2023 00:48 9/14/2023 9:11 09/09/2023 18:04 9/14/2023 9:11 09/11/2023 12:08 9/21/2023 1:35 09/11/2023 12:08 9/21/2023 11:35 09/11/2023 12:08 9/21/2023 11:35 09/11/2023 12:08 9/21/2023 11:35 09/11/2023 12:08 9/21/2023 11:35 09/11/2023 12:08 9/21/2023 1:35  2942 Bromoform 2941 Chloroform  EPA524.2 0.001 <0.001 mgL EPA524.2 0.001 0.031 mg/L  Total Trihalomethanes EPA524.2 0.001 0052 mgfL 2454 Dibromoacetic Acid EPA552.2 0.001 2453 Monobromoacetic Acid EPA552.2 0.001 <0.001 mg/L 2452 Trichloroacetic. Acid EPA552.2 0.001 2451 Dichlaroacetic Acid EPA552.2 0.001 0.019 mg/L 2450 Monachloroacetic. Acid EPA552.2 0.002 <0.002 mg/L Total Haloacctic. Acids EPA552.2 0.002 0.025 mg  0.002 mgL. 0.004 mgfL  Bonile Sanders  Laboratory Log Number: 23-49338  REPORTE: 2023-20181  Revicwedby:  *Note: Ifresulte exceeds the allowable limit, thel laboratory must report the mnalytical results to the State within 481 hours ofc completion ofthe analyses for all required  contminants. omment:    Environmental Chemists, Inc. 6602 indeu Way. Wringiem, NCIS005 . $00.3203Lab . 910342-42PFax 70Bavsertsweni Rond, Mmtan, NCI7954 . 2243572Lb/Fix 25-A Wilringent Highnray, Fadsunwile-NC.SSD :9037583Lab/Fas  envirochem AMBYICALACOINSUING CHEMISTS  MisEeMAEERERaR  TTHMHAAS-Stage 2 Disinfection Byproducts Amalysis  Ra ALL mpit tio  Water! SystemNumber: NC 04-10-060 Name of Water System: Town of Holden Beach Sample Type: Routine Compliance  County Brunswick  Facility D: DOI  Sample Point: BOI Tap Location: Sample Station Street Address: 571 Ocean Blvd West  City: Holden Beach  Checki ifs sample sitei is owned or controlled by water system  OCheck ifsample site isa a daycare or K-12 school  Collected by: Chris Clemmons Mail Results to (water system representative): Town of Holden Beach 1101 Rothchild Street Holden Beach NC Customer Number 09020017 LABORATORYI ID#:37729 CONTAM CONTAMINANT CODE  DATE: 9/6/2023  TIME: 9:28:00AM  Phone Namber 910-279-5882 Fax Number: Responsible Person's Email: Pworksghbowphilcom  28462  METHOD REOMIRED QUANTIFED CODE REPORTING RESULIS  ANALYSSSTARIED AMALYSSCOMPBIED ALLOWABLE  UMIT 0.08 0.08 0.08 0.08 0.08 0.06 0.06 0.06 0.06 0.06 0.06  UMTI  2944 Chlorodibromomcthane EPA524.2 0.00E 0.006 mg/L 2943 Bromodichloromethane EPA524.2 0.001 0.015 mg/L  9/9/2023 17:35 9/14-2023 911 9/9/2023 17:35 9/14/2023 9:11 9/9/2023 17:35 9/14/2023 9:11 9/11/2023 00:20 9/14/2023 9:11 09/09/2023 17:35 9/14:2023 9:11 09/08/2023 11:00 9/19/2023 8:22 09/08/2023 11:00 9/19/2023 8:22 09/08/2023 IE:00 9/19/2023 8:22 09/08/2023 11:00 9/19/2023 8:22 09/08/2023 1:00 9/19/2023 8:22 09/08/2023 11:00 9/19/2023 8:22 Revicwedby: Bonie Sandow  2942 Bromoform 2941 Chlorofor  EPA524.2 0.001 <0.001 mgl EPA524.2 0.001 0.030 mg/L  Tolal Trihalomethanes EPA524.2 0.001 0.051 mg/L 2454 Dibromoacetic Acid EPA552.2 0.001 0.002 mg/l. 2453 Monobromoacetic Acid EPA552.2 0.001 <0.001 mgL 2452 Trichloroacetic. Acid EPA552.2 0.001 0.003 mg 2451 Dichloroacetic Acid EPA552.2 0.001 0.016 mg/ 2450 Monochloroacetic Acid EPA552.2 0.002 0.003 mg/. Total Haloacetic. Acids EPA552.2 0.002 0.024 mg/L.  Laboratory Log! Number: 23-49337  REPORT#: 2023-20181  *Note: Ifresult exceeds thes allowable limit, thel laboratory must report the analytical results to the State within 48 hours of completion ofthe analyses for all required  contaminants. Comment:    Environmental Chemists, Inc. SCR2 Swindaary, Wikningcn, NC: 28405 . 9103423Lab . 91D392424FAx 739 Bgsenttgw Rond, Mmaan, NCI 17454 . 3203572Lab/Far 35-AMlminghom Highasy. fackseaTla, NC: 2500 . 9t234P598tab/Fax  envirochem MNALMTICAL ECONSUATNGCHENISTS  mibuarromenchenss.en  TTHM/HAAS - Stage 2 Disinfection Byproducts Analysis  Nitb Ali mlcsb  Water SystemNumber: NC 04-10-060 Namec of Water System: Townof Holden Beach Sample' Type Routine Compliance  County Brunswick  Facility ID: poI  Sample Point: BOI Tap Location: Sample Station Street Address: 571 Ocean Blvd West  City: Holden Beach   Checki ifsample site is owned ar controlled by water system  OCheck ifsample site isa daycare or K-12 school  Collected by: Chris Clemmons Mail Results s fwater system representative): Town ofl Holden Beach 1101 Rothchild Street Holden Beach Customer Number 09020017 ABORATORYDETTS CONYAM. CONTAMINANT CODE  DATE: 12/132023  TIMB: 10:14:00AM  Phone Number 910-279-5882 Fax Namber: Responsible Peron'Emaik Pwori@hbpwmhallcom  NC  28462  METHOD REOUIRED QUANTFIED CODE REPORITNG RESULTS LMIT  ANALYSSSTARTED AMALYSECOMFLETEP AMOWABLE  UMI 0.08 0.08 0.08 0.08 0.08 0.06 0.06 0.06 0.06 0.06 0.06  2944 Chlorodilwromemchane EPA502.2 0.001 2943 Bromodichloromethare EPA502.2 0.001  0015 mgfL 0017 mgfL  12/19/2023 23:01 12/19/2023 23:01 12/19/2023 23:01 12/19/2023 23:01 12/19/2023 23:01  1N2/2024 16:08 1nn2024 16:08 In/2024 16:08 1n/2024 16:08 122/2024 16:08  2942 Bromoform 2941 Chloroform  EPA502.2 0.001 0.004 mgL EPA502.2 0.001 0.016 mg.  Total Trihalomethanes EPA502.2 0.001 0.052 mgfL 2454 Dibromoacetic Acid EPA552.2 0.001 0.006 mgL 2453 Monobromoacetic Acid EPA552.2 0.001 <0.001 mgL 2452 Trichloroacetic Acid EPA552.2 0.00! 2451 Dichloroacetic. Acid EPA552.2 0.001 0.013 mg/L 2450 Monochloroacetic Acid EPA552.2 0.002 <0.002 mg/L Total Haloscetic. Acids EPA552.2 0.002 Q.024 mg/L  12/19/2023 09:54 12/27/2023 10:43 12/19/2023 09:54 12/27/2023 10:43 12/19/2023 09:54 12/27/2023 10:43 12/19/2023 09:54 12/27/2023 10:43 12/19/2023 09:54 12/27/2023 10:43 12/19/2023 09:54 12/27/2023 10:43  0.005 mgl.  Number: 23-70684  REPORT#:  Bonnie Sandew  Laboratory Log! ontaminants. Comment:  2023-29193  Reviewedby  *Note:! Ifresult exceeds the allowable limit, thel laboratory must report the enalytical results tot the State within 48 hours ofcompletion ofthe mnalyses for all required    Environmental Chemists, Inc. 6602 Windmill Way. Wilmington, NC28405 - 910.392.0223Lab - 913.392.4424 Fax 710 Bowsertowm Road. Manteo, NC: 27954 2 2524935702Lab/Fax 255-AV Wilmingtor Hghway, facksonville, NC 28540 a 9103583tab/Faw  GVIGEben ALAITICALACONSUITNS: CHEMISTS  nfouenwizonment.ichemistscom,  TTHMHAAS- Stage 2 Disinfection Bypraducts Analysis Note ALL aplcabis tumatana be supptad far phancee cadr  Water SystemNumber: NC 04-10-060 Name of Water System: TownofHolden Beach SampleType: Routine Compliance  County Brunswick  Facility ID: poI  Sample Point: B02 Tap Location: Sample Station Street Address: 315 Ocean Blvd East  City: Holden Beach  Check ifs sample sitei is owned or controlled by water system  Check ifsamples site isac daycare ar K-12 schoot  Collected by: Chris Clemmons Maill Results tof (water system representative): Town of Holden Beach 1101 Rothchild Street Holden Beach NÇ Customer Number 09020017 ABORATORY IDE3 3729 CONTAM. CONTAMINANT ÇODE  DATE: 12/13/2023  TIME: 10:28:00AM  Phone Number 910-279-5882 Fax Number: Respousiblel Person's Email: Pworsghouwnhalcom  28462  METHOD REQUIRED QVANTHED CODE REPORTING RESULTS  ANALYSISSTARTED AMALYSSICOMPLETED ALLOWABLE  UMIT 0.08 0.08 0.08 0.08 0.08 0.06 0.06 0.06 0.06 0.06 0.06  UMII  2944 Chlonaditromomethane EPA502.2 0.001 0.014 mgL 2943 Bromodlichloromethante EPA502.2 0.001 0.016 mg/L  12/19/2023 02:19 12/19/2023 02:19 12/19/2023 02:19 12/19/2023 0219 12/19/2023 02:19  1/2/2024 16:08 1/2/2024 16:08 1/2/2024 16:08 1/2/2024 16:08 1/2/2024 16:08  2942 Bromoform 2941 Chloroform  EPA502.2 0.001 0.003 mg/L EPA502.2 0.001 0.015 mg/L  Total Trihalomethanes EPA502.2 0.001 0.048 mgL 2454 Dibromoacetic. Acid EPA552.2 0.001 0.006 mg/L 2453 Monobromoacetic. Acid EPA552.2 0.001 <0.001 mg/L 2452 Trichloroacetic Acid EPA552.2 0.001 0.004 mgI. 2451 Dichloroacetic. Acid EPA552.2 0.001 0.014 mgL. 2450 Monochlaroacetic Acid EPA552.2 0.002 0.003 mg/L Total Haloacetic. Acids EPA552.2 0.002 0.027 mg/L.  12/19/2023 09:54 12/27/2023 10:43 12/19/2023 09:54 12/27/2023 10:43 12/19/2023 09:54 12/27/2023 10:43 12/19/2023 09:54 12/27/2023 10:43 12/19/2023 09:54 12/27/2023 10:43 12/19/2023 09:54 12/27/2023 10:43  Laboratory Number: 23-70689 Log? Ataminants. Comment:  REPORT#: 2023-29193  Santor  Soaie  Reviewed by:  Note: Ifresulte exceeds thes allowable limit, thel laboratory must reportt the analytical results lo the State within 48 hours ofc completion ofthos anelyses for all required    Disinfectants and Disinfection Byproducts Rules Summary  RULE: 15A. NCAC 18C Section 2008 -"Disinfectants and Osinfection Bypraducts" (Note: FederaRules 40 CFR 141.53, 141.54, 141.64, 141,65, 141 Subpartl, 141 Subpart U, and I41 Subpart V werei incorporated APPLESTO: Community water systens: andi non-transient mone community (NTNC) water systems that deliver water which has been treatedi with a disinfectant other than UV light [40CFR 141.130(a)(1) and 141.620(b)) same provisions of the rule anly apply to systems utilizing chlarine dioxide or ozone. Transient systems that use chlarine diaxide are also suhject to the momitering requirements for chlorine dioxide and  into Sectioni .2008 of North Carolina's Regulations byr reference.)  chlarite in Subpart LE [40CFR1 141.130(a)(2)1-  Requirements for All Communityand NTNCSystems Subjecttothe Rule Residual disinfectant monitoring requirements can be found in 40CFR 141.132(c/(1). Compliance with the Chlorine and Chloramine Maximum Residual Disinfectant Levels (MRDLS) Compliance is based on a running annual average as described in 400 CFR: 141.133(c)(1). TotalTrihalomethanes (TTHM) and Haloacetic Acids (Five) (HAA5) Monitoring Monitoring: schedules are based on population and source type [40 CFR 141.621, 141.623, and 141.625j. Manitoring charts that summarize the required schedules for routine, reduced, and increased monitoring as well as the requirements for going to and from reduced and increased monitoring are! located on the Compliance Services webpage ate/deanc.pVAbouy Samples must be collected from the locations and during the month(s) listed in your Stage 2 Samples must be collected during normal operating conditions. [40 CFR 141.132(a)(1)) Alls samples collected from DBP compliance monitoring sites during normal operating conditions and analyzed in accordance with the Rules must be reported as compliance If the locational running annual average (LRAA) for TTHM or HAA5 exceeds the MCL at any sampling site, then the system is in violation oft the MCL. [40 CFR 141.620(d)(1)  Chlorine and Chloramine Monitoring  MiomoyssRase.dinEwReomeNe servicestdbp)- DBP Compliance Monitoring Plan (CMP). [40 CFR 141.621(a)(1))  samples. [40 CFR 141.133(a)(2))  Compliance with TTHM: and HAA5 Maximum Contaminant Levels (MCLs)  The LRAAI is al location specific RAA. LRAAS must be calculated for both TTHM and HAA5 at each sample point. Results from different locations are not averaged Fors systems monitoring annually or triennially, ifa sample exceeds the MCL then the system is required to go to increased monitoring and compliance with the MCLs will be evaluated once there are four quarters of results (or earlier ift the LRAA would exceed the MCL regardless of Systems are required to have a DBP monitoring plan which must be completed prior to beginning monitoring for DBPs which must contain the following [40 CFR 141.622):  together under the Stage 2 DBP Rule.  future results). [40 CFR 141.620 (c)(7) and (d)(2)]  Subpart' VI Monitoring Plan Requirements  Monitoring Locations Monitoring Dates Compliance Calculation Procedures  Stage 2DBP Compliance Monitoring Plan (CMP) templates are available on the Compliance CMPS are required to be kept on file for State and public review. [400 CFR: 141.622(a)(1)) Changes to the monitoring plan require consultation with the State, and the State can require OELS are calculated byt taking the sum of the two previous quarters' results plus twice the  Services webpage.  modifications to your plan. [40 CFR1 141.622(c)!  Operational Evaluation Levels (OELs)    curment quarter's result and dviding byf fouri far each coataminant and sample site. Ifam OEL exzeeds the MCL for TTHMI ar HAAS, then the system has exeeded tthe ogerational evaluation When an OEL is exceeded, you must. conduct an operational evaluation and submit a written report to the State no later than 90 days after being notified of the analytical result that causes the OEL exceedance. The report must be made available to the public upon request.  level fart that comtaminant. [40CFR: 141.626(a)  [40 CFR 141.626(b/(1)  Additional Requirements for Surface Water Systems Using Conventional Treatment  Disinfection Byproduct Precursor (DBPP) Monitoring  Systems must manitor each treatment plant for raw water total organic carbon (TOC), raw water alkalinity, and treated water TOC. These samples are "paired samples" and must be collected at the same time and at at time representative of narmal operation conditions. [40 DBPP monitoring must be conducted monthly while on routine monitoring, and quarterly Systems must meet the TOC removal requirements specified in 40CFR 141.135(b)(2). Alternative compliance requirements mayl be used if the Step 1 removal requirement is not DBPP monitoring locations and schedules must be included in the DBP monitoring plan. [40  CFR 141.132/d)(1))  while on reduced monitoring. [40 CFR 141.132(d)  Treatment Technique Requirements  met as specified in 40CFR141.135.  Monitoring Plans  CFR 141.132/)(1)  This isi included in the standard form for the Stage 2 DBP Compliance Monitoring Plan  on the Compliance. Services webpage.  Additional Requirements for Systems Using Chlorine Dioxide (Including Transient Systems)  Daily Entry Point Monitoring  Systems must collect daily chlorine dioxide and chlorite samples at the entry point. [40 CFR Chlorite three-sample sets must be collected at the following locations: near the first customer, at an average residence time location, and at a maximum residence time location. Three-sample sets must be collected monthly if on routine monitoring or quarterlyi if on An additional three-sample set is required on each day following an entry point chlorite Additional monitoring for chlorine dioxide is required on each day following an entry point Ifthe average of any three-sample set exceeds the MCL, then the system is in violation of the Acute and non-acute violations can occur for chlorine dioxide MRDL exceedances as described Chlorine dioxide and chlorite monitoring locations and schedules must bei included in the DBP  141.132 (b)(2)()(A) and (c)(2)(0)) Chlorite Distribution System Three-Sample Sets  [40 CFR: 141.132(b)(2))  reduced monitoring. [40 CFR 141.132(b)(2) (1)(B) and (iir)(B)I sample exceeding the MCL. [40 CFR 141.132/b)(2)00)  Additional Monitoring for Chlorine Dioxide Compliance with the Chlorite MCL MCL. [40 CFR 141.133(b)(3)) Compliance with the Chlorine Dioxide MRDL In40CFR141133112-  chlorine dioxide sample exceeding the MRDL. [40 CFR 141.132(c/2)0)  Monitoring Plans    momitoring plam.. [40CFR.141.1 132(F(L  Thisisi includedlin the:s standard! formi fort the Stage 20BP Compliance Monitoring Plam  on the Compliance Services webpage  Additional Requirements for Systems Using Ozone  Bromate Monitoring  Systems must collect bromate samples at the entry point monthly for routine monitoring or quarterly if on reduced manitoring. These samples must be collected while the ozonation Ifthe running annual average (RAA) for any consecutive four-quarter period exceeds the MCL, Bromate monitoring locations and schedules must be included in the DBP monitaring plan. [40  system: is operating under normal conditions. [40 CFR. 141.132 (b/(3)! the system isin violation. of the MCL. [400 CFR 141.133(b)(2)  C Compliance with thei Bromate MCL  Monitoring Plans  CFR141.13217C1)1  This isi included in the standard form for the Stage 2 DBP Compliance Monitoring Plan  on the Compliance Services webpage.  Frequently Asked Questions  How dol get on reduced monitoring? What is my monitoring schedule? How doimove a sample site? for approval. Canicollect additional samples?  Ify youl believe yours system meets the requirements for reduced monitoring, email the DBP rule manager your request for reduced monitoring. Make sure toi include your water system ID number and which contaminant(s) you are requesting reduced monitoring for. Monitoring schedules can be checked online through PWS reports. Go to water system ID at the top, and click the "Sampling Status Report" icon.  Atps/pwsnwaterogwaReprsPares/bxternalasps, click "Water System," enter your To move a DBP: sample site, you will need to submit an updated CMP to the DBP rule manager Yes, Additional compliance samples will be averaged when determining compliance. No; however, all samples meeting the rule requirements are considered compliance samples and need to bes submitted to the! State. Samples collected from site locations other than the compliance monitoring sites or samples that are not collected during normal operating conditions would be non-compliance samples and should not be submitted to the State.  Dospeda/noncomplane samples need to be submitted to the State?  For additional questions regarding the Disinfectants and Disinfection Byproducts Rules, please contact the  D/DBP Rule Manager listed on the Compliance Services webpage.    C. BACTERIOLOGICAL TESTING    Holden By  Appendix C  Bacteriological Testing (Coliform Testing Sites)    REVISEDTOTAL COLIFORM RULE [RTCR!  RULE: USA NCACI U8C Section 1539 - "Revised Total Colitorm Rule" (Note Federal Rule 40 CFR 141 APPLIESTO ALL water systems including, community (C), non-transient non-community (NTNC),  Subpart Y was incorporated uto Section. 1539 offNC's Regulations by reference.) transient non-community (TNC), and adjacent mon-public (NP) water systems.  SAMPLING REQUIREMENTS: Sampling Location: Distribution system: Required samples types:  Total Coliform (TC) and E. coli (EC): Routine and Repeat samples, as necessary. Chlorine or chloramine residuals: For each total coliform sample collected, systems that add a disinfectant must report the chemica! used and disinfectant residual measured at the Non-transient (NTNC) and transient non-community (TNC) water systems serving 1,000 or fewer people using only ground water (GW) quarterly monitoring, unless the State Community (C) water systems serving 1,000 or fewer people using only ground water Surface water (SW) and ground water under the direct influence (GWUDI) ofs surface water systems serving 1,000 or fewer people monthly monitoring All water systems including, community (C), non-transient non-community (NTNC), transient non-community (TNC), and adjacent non-public water systems serving more than Non-transient and transient non-community water systems serving 1,000 or fewer people Community (C) water systems serving 1,000 or fewer people using only ground water Surface water (SW) and ground water under the direct influence of surface water All water systems including, community (C), non-transient non-community (NTNC), transient non-community (TNC), and adjacent non-public water systems serving more than 1,000 people - number of samples based on the population served by the system as in the Total Coliform Monitoring Frequency for Public Water Systems Serving More than 1,000 People  time of collection. Sampling Frequency:  requires system to begin increased monthly monitoring  monthly monitoring  1,000 people - monthly monitoring using only ground water (GW) -ls sample  Number of Sample Required:  (GW) Is sample  (GWUDI) systems serving 1,000 or fewer people -Is sample  table that follows: Population Served 1,001 to 2,500 2,501 to 3,300 3,301 to 4,100 4,101 to 4,900 4,901 to 5,800 5,801 to 6,700  Minimum Number of Population Served  Minimum Number of Samples per Month 80 90 100 120 150 180  Samples per Month 2 3 4 5 6 7  70,001 to 83,000 83,001 to 96,000 96,001 to 130,000 130,001 to 220,000 220,001 to 320,000 320,001 to 450,000    6.701 to 7.600 7,6Q1 to 8,500 8,504 to 12,900 12,901 to 17,200 17,201 a 21,500 21,50L to 25,000 25,000 mo 33,000 33,00L to 41,000 41,001 to 50,000 50,001 to 59,000 59,000 to 70,000  8 9 IQ 15 20 25 30 40 50 60 70  4549.000 to 600.000) 600,00 to 784,000 780,00u t 970,000 970,001 to 1,230.000 ,730,001 a 1,520,000 1,520,001 b 1,850,000 1,850,000 D 2,270,000 2,270,00L to 3,020,000 3,020,001 to 3,960,000 3,960,00L or more  210 240 270): 300 330 360 390 420 450 480  AdditionalSpecial Sampling Requirements:  Ifaroutine sample is found to be total coliform-positive, the system must collect a set of three repeat samples for each total coliform-positive sample. Repeat samples should be collected from the original positive location, al location within 5 service connections upstream, and al location within 5 service connections downstream. Repeat sample collection must continue at the: same 3 locations until all repeat samples are total coliform- negative OR until the water system has a coliform treatment technique trigger which Ifan routine sample is found to be total colitorm-positive, ground water (GW) systems must coilect a sample from each well in use at the time the routine total coliform-positive sample was collected. Ground water system serving 1,000 or fewer people with only one well may use the ground water sample as its repeat upstream location to satisfy both requirements. However, the ground water sample must be used in the calculation of the coliform treatment technique trigger ifthes sample is total coliform-present, As system on quarterly monitoring must perform additional routine monitoring the month immediately following the routine total coliform-positive sample, collecting a total oft three routine samples. Ifai routine total coliform-positive sample is collected at the end ofthe month and repeat sample collection falls into the next month, the three additional routines are still required to be collected the month after the original routine positive and so would As system on quarterly monitoring must immediately begin monthly monitoring the month after any of the following events occur: the system triggers al level 2 assessment or two level 1a assessments in a rolling 12-month period, the system has an E. coli MCL violation, the system has had an RTCR treatment technique violation, the system has two RTCR monitoring violations in an rolling 12-month period, or the system has one RTCR monitoring and one level 1 assessment in a rolling 12-month period. The system may be eligible to return to quarterly after 12 months of consistent monthly sampling. However, the system must remain on monthly monitoring until the: state has performed a site visit and given written approval for the system to return to quarterly monitoring.  requires completion of an assessment.  be collected during the same month as the repeats.  COMPLIANCE BASED ON:  Maximum Contaminant Level (MCL) based on presence ofE. coli. Samples must' be confirmed The system has an E. coli-positive repeat sample following a total coliform-positive  by repeats. The following situations result in an E. coli MCL:  routine sample.    The: system has at total coliform-positiver repeat sample following an E. celr-positive The system fails to take all required repeat samples following an E. cali-positive routine The system fails to test for E. coli when any repeat sample is total-colitorm positive. Treatment Technique (TT) based on presence of total coliform bacterta. For systems collecting fewer than 40: samples per month, the system has two or more total coliform- positive samples In thes same monitoring period. For systems collecting 40 or more samples per month, the system exceeds 5.0% total coliform-positive samples during the monthly monitoring period. INCOMING REPORT/PLAN SUBMITTALSFROMSYSTEMS TOTHE STATE: Analytical Results for All Compliance Samples MUST be submitted to the State by NC certified laboratories in required format. (15 NCAC 18C Section. 1525;[40CFR 141.31) Sample Siting/Location Plans: All systems must develop a written sampling siting plan that identifies sampling sites and a sample collection schedule that are representattve of water throughout the distribution system. Plans should be kept onsite. Although State approva! is not required, the State may require that any system submit a plan and can require any changes in the  routine samples. sample.  plan elements. Waiver Applications: N/A Monthly Operating Report: N/A  Quarterly Status Reports and Corrective Action Plan Following MCL Violations: When MCL violations are issued, a system must contact the State to have a Level2 Assessment performed, documenting any sanitary defects and pathways for microbial contamination.  Corrective actions must be completed for the identified issues. Other Misc. Submittals if triggered by conditions of the rule:  All systems must conduct an assessment after exceeding treatment technique triggers. A level 1 assessment is required ifthe system has had no other treatment technique triggers in the past 12 months. A level 2 assessment is required if the system has had two treatment technique trigger in the past 12 months OR if the system has had an MCL violation. Assessments must be conducted consistent with State requirements and documented on State provided assessment forms. A level I assessment may be completed by the state OR by a water system representative. A level 2 assessment must be completed by the State OR by: a professional engineer or certified operator that has been approved by the State to Seasonal systems operating for only a portion of the year that de-pressurize either partially orf fully during the offseason are required to complete a State-approved start-up procedure prior to serving water to the public. Start-up procedures must be conducted consistent with State requirements and documented on State provided seasonal start-up forms. A total coliform-negative sample is required prior to serving water to the public and may be collected either as a compliance or noncompliance sample. A copy of the sample result  conduct the assessment.  should be submitted with the seasonal start-up form.  OUTGOING ENFORCEMENTREPOREPORISAPPROVALS FROM STATE TOSYSTEMS: Violation Letters: Includes monitoring and reporting violations, MCL violations, treatment  technique violations, failure to perform any follow-up actions, etc.    MCL Wiolationss: Tier: L wialations isstedi when presence OfE. calt is confireiby Ureatment Technique Viollabons:: Tier 2. violations issued when asystem exceedsa a treatment technique triyger and! fails to conduct the required assessment or cocective actrons withim 30 days offthe trigger Qr within an extended timeframe that was grantedi by the State. Also issuedi when as seasonal system that de-pressurizes either partially or fully during the oftseason fails to complete a State-approved. start-up procedure priar to Monitoring and Reporting Violations: Tier 3 violations issued ifa sample required under the rule is not collected or reported to the state within the specified time frame. Total coliform-absent samples are required to be submitted to the State by the 10" day of the month following the sample collection date. Total coliform-present and repeat samples are required to be submitted to the State within 48 hours after the analysis is completed. E. coli-present samples must be submitted to the state within 24 hoursafter  total coliform-present mepeatis, ora failure to collect repeats.  serving water to the public.  the analysis is completed. Administrative Orders Administrative Penalties Exceedance Letters: N/A Approvals:  Sample Invalidation Requests Retum to Quarterly Monitoring Requests  (May 2019)    REVISED TOTAL COLIFORM RULE RICA/-SAMPIESITING PLAN TEMPLATE  Wareri  SYSTEM INFORMATION SYSTEM NAME: Towm of Haldem Beach  WAVER SVSTEMI NUMBER: NC0410060  ADDRESS: 110 Rothchald Street Halden Beach, NC: 28462 COUNTY: Brumswick  SYSTEMT TYPE: X Community ONon-Transient Non-Communty OTransient Non-Public  SEASONAL SYSTEM: Yes XNo POPULATION SERVED: 6200  NUMBER OF SERVICE CONNECTIONS: 2441  SOURCETYPE: OSurface Water or GWUDI XPurchase Surface Water/GWUDI  OGround' Water Purchase Ground Water  DISINFCTANT USED: OChlorine XChloramines OChlorine Dioxide ONone DOther: RESIDUAL DISINFECTANT MEASURED: OFree Chlorine OTotal Chlorine ONone Dother:  SELLING FINISHED WATER: OYes XNo ROUTINE SAMPLING INFORMATION  MINIMUM NUMBER OF REQUIRED ROUTINE SAMPLES/FREQUENCF: 7/MN  NUMBER OF EXTRA SAMPLESTO BE COLLECTED EACH COMPLIANCE PERIOD ABOVE MINIMUM:0 LIST OF ROUTINE SAMPLE LOCATIONS AND MAXIMUM RESIDENCE TIME (*MRT)SITES: (Example)  Routine Sample Location Code 002 201 / 006 009 / 200 / 017 / 019 021 024 029 139/B02 Bol 044 046 051 055  Site Address  Tap Location Sampling Station Sampling Station Sampling Station Sampling Station Maintenance Garage Sampling Station Sampling Station Sampling Station Sampling Station Pier Sampling Station Sampling Station Sampling Station Sampling Station Sampling Station  315 Ocean Blvd East 226 Ocean Blvd East 210 Ocean Blvd East 150 Ocean Blvd East 110 Rothschild Street 205 Ocean Blvd West 265 Ocean Blvd' West 325 Ocean Blvd West 375 Ocean Blvd West 441 Ocean Blvd' West 571 Ocean Blvd West 801 Ocean Blvd West 866 Ocean Blvd West 944 Ocean Blvd West 1048 Ocean Blvd West 03/2016    1259 Oceam Bludl West MRT Site: 315 Oream Blvd East MRT Sita: 12590cea-Blud Wese MRT Site: 571 Oceam Bldy West SAMPLE COLLECTION SCHEDULE:  Samplimg Stabiom Samplimg Statiom Sampling Statiom Samplimg Station  053 463 002 B2 063 139/B02 Boll  ols Sibe  "MRT Sites must be samplled ima acnordance wtht the requirements: speofiedi im ISA NCAC n8C. 1302  Monthly Samples: Al7monthlysamples willl be callected by the first Wednesday of the first full week of each  month.  SYSTEM NAME: Town of Holden Beach Schedule based on 2017 sampling data.  WATER SYSTEM NUMBER: NC0410060  ROTATION CYCIE:  Month Samples/  Routine Sample Locations 201 029 * 046 * 051 024 021 055 009 200  Month 7 009 017 7 029 200 009 7 0091 * 024 7 7 * 200 017 021 7 009 200 - 055 7 009 200 017 7 044 / 029 201 7 024 201 009 7 7 - 200 7  JAN FEB MAR APR MAY JUN t JUL AUG SEP OCT NOV DEC  021 * 029 * 046 A 055 a 200 *  017 055 029 019 055 017 055r 046  055 051 055 * 201 201 029 - 009 044 017 029 / 051 200 - 051 019/ 021 055 - 063  009 1 0191 021 y 029/ 051 / 055  *  029 / 200 / 009 201/ 044  009 / 201 / 002  017 051  029 / 019  017 I 009 / 200/ 055  REPEAT SAMPLING INFORMATION  REPEAT SAMPLE LOCATIONS  STANDARD OPERATING PROCEDURE:  Ifa routine sample result is total coliform positive or E. coli positive, three repeat samples must be collected for each positive routine sample. Repeat sampling locations include: a repeat original sample (RPOR) at the location where the original positive sample was taken; a repeat upstream sample (RPUP) within 5 service connections upstream of the original positive (towards the well/source of the water); and a repeat downstream sample (RPDN) within 5 service connections downstream of the original positive (away from the well/source of the water). The repeat sampling locations will be assigned unique location codes. This procedurei is in plaçe so that a repeat location can be selected based on availability and accessed quickly to ensure that the samples are collected as soon as possible, but nol later than 24 hours from learning of the original positive. Note: Ifaroutine positive sample is collected at a service connection on a dead end line, the downstream repeat location must be at the end of the service line, regardless of whether it is within five  service connections.  03/2016    REVISED TOTAL COLIFORM RULE- SAMPLE SITING PLAN GUIDANCE  Resouroey  The Revised Total Colifocm Rule (RTÇR) (15A. NCAC 18C. 1539) requires that systems develop a written Sample Siting Plan that identifies sampling sites and a sample collection schedule.. These Plans are subject to State review and revision andi must be avallable by nal latert than March 31, 2016. A, copy of the Plan must be kept an site and be obtainable for review by the Public' Water Supply Section's Regionall Oftice staff during system inspections. If your system already has a Sample Siting Plan, its shouldi be reviewed! to ensure all requirements are met before the The Plan must be detailed enough for the State reviewer to verify that the routine totali coliform sampling sites are representative of water quality throughout the distribution system. The Plan musti include information on routine and repeat sample locations and any sampling points necessary to meet the requirements of triggered source water monitoring under the Ground Water Rule (GWR). Note that for ground water systems serving 1,000 or fewer people and using a single well, use of a dual-purpose sample (repeat RTCR sample/tiggered GWR: source water sample) isa approved byt the State; thus, the source location can be used for compliance with both the RTCR and the GWR. Sampling sites should be selected carefully to represent the varying conditions that occur within the distribution system. Itis important to identify andi include areas that may adversely affect the microbiological quality of the water  deadline.  such as low pressure zones, areas of low velocity. and dead-end lines. Ane example Sample Siting Plan template is available on our website. Factors to consider when preparing a Sample Siting Plan include:  Location and type of water sources, treatment facilities, storage tanks, booster pump stations, blowoffs/lushing Distribution: system's configuration and location of mains, branch lines, service connections, laops, dead-end pipes, sites of deteriorating water lines, and interconnections with purchase water systems;  points, hydrants and critical valves;  Cross-connection! hazards and shared connections; Pressure zones and areas of low water pressure; Areas of low-velocity water movement; Varying population densities; Water age; and  Avoiding undesirable conditions such as swivel type faucets, leaky faucets, faucets near or below ground,  faucets with threads on thei inside of their spouts, and faucets with aerators. Aproperlycompleted Sample Siting Plan includes the following:  1. System information- System name; County; Seven-digit Water System Number; System type; Total number of service connections; Population count;  Minimum number of required routine samples (based on population - see Tables below); List of routine sample location codes with corresponding addresses or site description; List of repeat fixed sample location codes with addresses or site descriptions for each routine sample location OR provide the standard operating procedure (SOP) that wil be used for the selection of repeat Sample collection schedule (e.g. 5 samples during week 2, and 5samples during week 3 of each month); Monthly rotation cycles (e.g. Sample locations 1-10 will be sampled during the 1st month of each quarter, locations 11-20 will be sampled during 2nd month of each quarter, and locations 21-30 will be sampled Name, phone number and email address of the person who prepared or revised the plan.  locations on a situational basis;  Frequency of required routine monitoring (e.g. 10 samples/month);  during the 3rd month of each quarter);  Treatment plant description and type of disinfectant used; Date plan was prepared (and revision date, if applicable); and  10/2017  Page 1    Distribution system map - Itis highily recommended that a distribution system map displaying the following,  informatiom bei includedii iny your Sample Siting Planc Layout of distribution system's piping Alll water sources and entry points inta the distribution system; Treatment fracilities, including boaster stations; Storage tanks and reservoirs; Hydrant locations, Dead-end mains and' known trouble areas,  Locations of the routine colifomi bacteriolagical sampiing sites;  Maximum. Residence Time (MRT) sites" and ather areas with high water age ("* MUST denote locations for measuring residual disinfectant concentrations as required under 15A NCAC 18C 1302).  Number of Sites and Sample Location Code Requirements:  Aminimum of five sites must be identified for small systems required to collect one routine sample per Larger systems that collect two or more samples per month musti identify at least two to three times the number of sampling sites as required according to the system's population. Use the entire sampling location pooF to establish monthly rotation cycles. (See Tables below for required number of routine samples based on For systems with less than five (5) service connections, all service connections must be identified as a sample Alocation code must be developed for each sampling location. The codes for routine samples must be three characters using letters, numbers or a combination of both (for example: ABC, 002, or 1B3). Note: Iftherei is a need for repeat sampling, the upstream and downstream sample location codes may have to be uniquely created at the time of collection if no routine sampling sites are located within 5 service connections upstream and downstream of the original positive. For example, a repeat sample collected upstream of the routine positive sample collected at location 002 might be coded as "002U". Likewise, the downstream sample would  monitoring period. population.) site.  be" "002D".  Address information or as site description must be provided for each location code.  Community Water Systems:  Table 1- Routine Total Coliform Monitoring Frequency for Community Water Systems  Population Served 25t0 1,000 1,001102,500 2,501103,300 3,301 to 4,100 4,101 to 4,900 4,901 to 5,800 5,801 to 6,700 6,701 to 7,600 7,601 to 8,500 8,501 to 12,900 12,901 to 17,200 17,201 to 21,500 21,501 to: 25,000 25,001 to 33,000 33,001 to 41,000 41,001 to 50,000 50,001 to 59,000  Minimum Number of Samples per Month 1 2 3 4 5 9 10 15 20 25 30 40 50 60  Population Served 59,001 to 70,000 70,001 to 83,000 83,001 to 96,000 96,001 to 130,000 130,001 to 220,000 220,001 to 320,000 320,001 to 450,000 450,001 to 600,000 600,001 to 780,000 780,001 to 970,000 970,001 to 1,230,000 1,230,001 to 1,520,000 1,520,001 to 1,850,000 1,850,001 to 2,270,000 2,270,001 to 3,020,000 3,020,001 to 3,960,000 3,960,001 or more  Minimum Number of Samples per Month 70 80 90 100 120 150 180 210 240 270 300 330 360 390 420 450 480  10/2017  Page2    Non-Community Water Systems:  Table2 2-  Routine Total Caliform Monitoring Frequency for Non-Community Water Systems  Population Served  Minimum Number of Samples/Frequency  Ground' Water Systems 1,000 or fewer people More than 1,000 people Surface Water and GWUDI (Subpart Hy Systems 1,000 or fewer people More than 1,000, people Seasonal Water Systems:  1sample! quarter [see 5141.854(b)! 1sample/month [see 5141.856(b)  same as community system based oa population/ month (see Table 1) same as community: system basedo on popufation/ month (see Table 1)  Aseasonal system is a non-community water system that is not operated as a public water system on a year-round basis and starts up and shuts down at the beginning and end of each operating season. Seasonal systems must demonstrate completion ofa State-approved start-up procedure prior to serving water to the public. North Carolina's Start-up Checklist procedures must be completed annually, prior to the system serving water to the public. Upon completion of the start-up procedures. submit the Checklist and Certification to the Public Water  Supply Section to receive compliance credit.  Table 3-  Routine Total Coliform Monitoring Frequency for Seasonal Water Systems  Population Served  Minimum Number of Samples/Frequency  AII Public Water Systems that were activated on  or after April 1,2016 1,000 orf fewer people More than 1,000 people prior to April 1, 2016  1sample/ /month (whilei in operation)  same as community system based on population/ /month (while in operation) increased monitoring on or after April 1,2016, or unless atherwise directed! by  (see Table 1) the State.  All Public Water Systems that were activated Existing schedule as of March 31, 2016 (whilei in operation) unless triggered to  Important Notes on Routine Monitoring: Beton.199,5141859e. sample should be collected from a different sampling site.  Routine samples should be collected at representative sites throughout the distribution system. Each routine Systems must collect samples at regular time intervals throughout the month, except that systems that use only ground water and serve 4,900 or fewer people may collect all required samples on a single day if they are taken Monitoring may take place at customers' premises, at dedicated sampling stations, or at other approved compliance sampling locations. Avoid sample taps with obvious unsanitary conditions. Make sure the tap is Systems are encouraged not to wait until the last week of the compliance period to collect samples to avoid  from different sites.  properly disinfected and flushed before collecting a sample.  potential problems with timely collection and reporting of results to the State.  10/2017  Page3    APPENDIXI D  NOTIFICATION REFERENCE    Holden By  Appendix D  Notification Reference    (BOTH! SIDES OF THIS NOTICE MUST BE: COPIEDAND DISTRIBUTED TOYOURCUSTOMERS) IMPORTANT INFORMATION ABOUT YOUR DRINKING WATER  NOTICE TO THE PUBLIC  Has Not Met Monitoring Requirements  Wea are required to monitor youre drinking water fors specific contaminants on a regular basis. Results of regular monitoris are an indicator of whether or not our drinking water meets health standards. During the compliance, periadfs) specified the table below, we Fdid not manitor ar test" or 'did not complete all monitoring or festingT for the contaminants listed ar  therefare cannot be sure of the quality of your drinking water during that time.  CONTAMINANT GROUP" FACILITY IDI NO./  COMPLIANCE NO.OFSAMPLESI WHEN SAMPLES WERE  SAMPLEPOINT ID  PERIOD BEGIN DATE  SAMPLING FREQUENCY  TAKEN (Returned to Compliance)  : Seel back oft this notice for further information an contaminants What shouldido? There is nothing you need to do at this time. What is being done? (Describe corrective action.]  Please. share this information with all the other peaple who drink this water, especially those who may not have received this notice directly (for example, people in apartments, nursing hames, schoals, and businesses). You can do this by  posting this notice in a public place or distributing copies by hand or mail.  For more information, please contact: Responsible Person Phone Number  System Name Svstem Number  System Address (Street) System. Address (City/State/Zip)  Violation Awareness Date: Date Notice Distributed:  Method of Distribution: Public Notification Certification:  The public water system named above hereby affirms that public notification has been provided to its consumers in accordance  with all delivery, content, format, and deadline requirements specified in 15A NCAC 18C.1523.  Owner/Operator:  (Signature)  (Print Name)  (Date)    Contaminant Group List  (ASIA Ashestos -ialudest testingf far Tatal Ascestus present. imthes sampler '8)E Bromate incurèst hasting! far Bromate. (CO) Chlorine Dioxide/Chiarite -inciudes testing for Chiorine Diaxde andicr Chionte. Fecall Indicators -includes Ecalle enterccocc ard coliphaga. pF. Sellenium, Sadium, Suifate, and Thallum. (NTI Nitrate! (NI Nitrite -includes zestingf for nitrate and/or nitrite Strontium 89, Strontium 90. ladine 131. and Cesium 134.  (BAD1 Totall Callfarm Bucteria- iincludest tesargf far Tatar Califomm bactenana andEralib bacteria. Tesingfion Ecali bacteriai is requiredli Ptotali calform s (DIY Disinfectant! Residuatmustbe tesied wth the callection ofe each: compliance acterioiagcal: samgle, at the same dme and site. (HRAS)- Haloacetic Acids includes Monochloroacetic: Acid. Dchigroaçetic. Acid. Trichiargacedc Acict Mionadromoacetic. Acid. Obromoacenc. Acid. (IOC) Inorganict chemicals includes Antimony. Arsenic, Barum, Berylium, Cadmum, Chramum, Cyanide, Eluande, lran. Manganese Mercury. Nickel, (LCLeadia and Copper areb testedi by calecting ther required numbero raf sampes and testinge each ofthes sampies for both. lead and cogper RALE Radionuclides includes Gross Aipha. Radan, Uranium. Cambined Radium, Radium 226, Radium 228, Patassium 40 (Totai). Gruss Beta. Tritium, (SOG)-Synthetiet Organic ChemiaPestitides- includes 24-0, 2,4,5-TP (Sivex). Alachlor (La Lassak Asrazine, Benzalaipyrene. Carbofuran, Chlordane, Dalapon, 0(2ethy.henyladpats. 2e/ney/preaas Dltromoc.horopropane (D8CP). Dinoseb, Endrin, Enylene dibromide (ED8). Heptachiar, Heptachior Epaxide. Hexacharubenzene, HescNovgycpenaden, Lindane (BHC-Gamma). Methoxychior, Oxamy! (Vydate). PCBS, Pentachiorophendl,. Piclaram, (TOC)-Total Organic Carbon- includes testing forA Alkalinity. Oissolved Organc Carbon(DOC). Total Organic Carbon (TOC) and Ultraviolet Aosorption 254 (UV254) Saurce water: samples must bet tested fort both TOC andA Akkalinity. Treated water samples must bet tessed for TOC. Source water samples and (VOC-Volatile Organic Chemicals includes 124-Tnemiorbenzene, Cs12Dehiooenyene. Xylenes (Total). Dichioromethane, oOchiorabenzene. p- Dichigrobenzene, Viny Chiaride, ..Dichoroathyene. lams12Detevetyene. 1,2-Dichioroethane. 1.11-TnicNoroetnane. Carbon Tetrachloride. 1,20choropropane. Trichiorvethylene. L1.2-Tichoroethane, Tetrachloroethy'ene, Chiorobenzene, Benzene. Toluene, Ethylbenzene, and Styrene. (WOP) Water Quality Parameters (forLead and Copper Rule)- includes Calcium, Orthophosphate (as PO4). SHica. Conductivity. pH, Alkalinity and Water Instructions for Completing the Notice/Certification Form & for Performing Public Notice for Tier 3 Monitoring Violations 1. Complete ALL the missing information on the "Notice to the Public." (Note: Under the sectian of the notice entitled' Whati is being done? describe corrective actions you took or are taking. You may choose the appropriate language below. or devetop your own: Wel have since takent the required samples, as described in thel last column of the table above. The sample results showed we are We have since takent the required samples, as described in the last column of the table above. The sample for (contaminant) exceeded the limit. [Describe corrective action; use information from public notice prepared for violating the limit) We plan tot take the required samples soon, as described in the last column oft the table above. 2. Provide public notification toy your customers as soon as reasonably possible after you! leam of the violation as follows:  Simazine and Taxaphene.  treated water: samples must be callected ont the same day.  (THM)-Total Trhalomethanes -includes Chiaroform, Bromoform, BromodchNoromenane. and Doromachioromethane  Temperature.  meeting drinkingy water standards.  Community: systems must use one of the following: Hand or direct delivery Mail, as a separate notice ori included with the bill For community systems, this noticei is appropriate for insertion ina an annual notice ort the Consumer Confidence Report (CCR). as long as public notification timing and delivery requirements are met (CFR 141.204(d). e-mail, or delivery to community organizations.  Non-community: systems must use ane of the following: Posting in conspicuous locations Hand delivery Mail For non-community systems, ifyou pos! the notice, it must remain posted as long as the violation or situation persists; in no case should the notice be posted less than 7 days. even it the violationi is resolved. (CFR 141.204(b)).  (Note: Both community and non-community systems must use another method reasonably calculated to reach others IF they would not be reached by one of the required methods listed above [CFR 141.204(c)- Such methods could include newspapers. Both sides of this public noticelcertification MUST be delivered to the persons served by the water system in order for your Should you decide not to use this enclosed notice and develop your own version instead, the mandatory language in bold italics may not be altered and you MUST include the ten required elements listedi in CFR 141.205. Aseparate Public Notification Certification Form thati is available on our web site or the certification located at the bottom of the sample notice provided MUST 3. Afteri issuing the "Notice to the Public" to your customers, sign and date the "Public Notification Certification" at the bottom of the notice. Within tens days after issuing the notice [CFR 141.31(d)), email the completed Public Notice/Certfication form to PWSSPNEncdensoy mAPNESPMASTARE or mall to the Publiç' Water Supply Section, ATTN: Public Notification Rule Manager, 1634 Mail Service Center, Raleigh, NC 27699-1634 or use our new on-line ECERT application located on our  customers tot have access to the required Contaminant Group List. lfyour mail, post, or hand deliver, print your notice on letterhead, ifa available. Notify new billing customers or units prior to ora at the time their service begins. Provide multi- lingual notifications if3 30% oft the residents served are non-English speaking.  also be submitted.  website at: shtps.lpws.ncwatere/ECERTPaseN/defaulaspxe Keepa a copy for your files.  (08/2018)    E. CROSS CONNECTION &  BACKFLOW CONTROL PROGRAM    Holden Bae  Appendix E  Cross Connection and Backflow  Control Program    boenBen  s  February  f1  STANDARD OPERATING Town Of Holden Beach Cross Connection  Ordinance:  The ordinance is designed to safeguard the Health Safety and Welfare of the citizens of Holden Beach, while providing compliance with the requirements under:( Safe Drinking Water Act (SDWA) North Carolina Administrative Code (NCAC)(Title 10, Subparagraph.1006). and the North Carolina Building Code  (P.L. 93-523), the Chapter 10, Subchapter 10-D, (Volume I),    Town of Holden Beach PUBLCI UTILITIES DEPARTMENT PROTECTION POLICY  CROSSCONNECTIONS AND BACKFLOW  CONTENTS  A. GENERAL. B. PURPOSE. C. RESPONSIBILITIES D. DEFINITIONS. E. WATER SYSTEM. F. RIGHT OF ENTRY.  2 2 3 3-9 .9 10 10 12 12 .13 13 15 15 15  G. BACKFLOW ASSEMBLY INSTALLATION. H. TYPE OF BACKFLOW ASSEMBLY.  I. TESTING AND MAINTENANCE REQUIREMENTS,  J.  CATEGORICAL FACILITIES.  K. CONNECTION TO UNAPPROVED WATER SUPPLIES.  L. FIRE PROTECTION SYSTEMS.  M. CONTROLLED CROSS-CONNECTIONS (TEMPORARY),  N. ENFORCEMENT    Title:  CROSS-COMAECTION AND BACKFLOW  PROTECTION POLICY  A  GENERAL The intention of this policy BD define the authonty of the Towm of Holden Beach, hereinafter referred to as the Town, as the water purveyor, int the elmination of all hazards. both actual and potential, to the potable water within the Town's public water supply system. This ordinance wil complywth the Federal Safe Drinking Water Act (SDWA)(P.L 93-523). the North Carolna Admnistrative Code (NCAC)(Title 10, Chapter 10, Subchapter 10-D, Subparagraph 1006). and the North Carolina Building Code (Volume I) as they pertain to cross- connectons with the public water supply system and wil apply the principle that the degree of protection should be commensurate with the degree of the hazard or potential hazard to the  public water supply system.  B. PURPOSE The purpose of this cross-connection and backflow protection policy for the  Town's Public Unlities Department: are as follows:  1. Protect the Town's public potable water supply against actual or potential contamination (ie., cross- -connections, backflow, backsiphonage) byi isolating and containing. within the Consumer's premises or private property, contamination or pollution that has occurred or may occur because of some uncontrolled (ie.. undiscovered or unauthorized): cross- connection on the Consumer's premises or private property back into the public water Eliminate or control existing cross connections, both actual and potential, (backflow, backsiphonage or any other source of water or process water used for any purpose whatsoever) which mayj jeopardize the potability of the Town's public water supply Establish and maintain a continuing program of cross-connection control and inspection which will systematically and effectively prevent the contamination or pollution, either actual or potential, of all potable water systems connected to the Town's public water Control cross-connections (e.. backflow and backsiphonage) through cooperation between the Town and the Town's customers (Consumers). Responsibilties and duties of each will be set forth in this policy and their applicable regulations.  supply.  2.  system.  3.  supplys system.  4.    3  RESPONSBLITES The Pubiic Utilities Director, hereinafter referred to: as Director, shall be responsible for the proiection of the public potable water distribulion system from contamination or pollution due to the backflow or backsiphonage of contaminants or pollution through the water servipe connection. f, in the judgment of the Director, Dr his duly appointed representanve, an approved: backflow prevention assembly is required (at the Consumer's swater service connection; or, withm the Consumer's private iwater sysiern) for the safety Gi the wwater sysiem, the Director, or his authorized representative. shall give motice, in riting. to sald Consumer to unstall such an approved backflow prevenaion assembly(s) oni his or her premises. The Consumer shail install, OF have installed, within a period ci ame defined in ts poficy. such an approved backflow prevenbion assembly(s): ai the Consumer's oMR expense. Failure, refusal, or inablty ont the part of the Consumer toi install, have tested, and mamtain said assembly(s), shall consiaute grounds for enforcement (ie., stipulated penalties, disconnection of water service, etc.) untl such requirements have been satistactory met. Enforcement of this poscy shal be administered by  the Director or an authorized. representatve of the Town.  D. DEFINITIONS.  1. Air Gap (Separation). The term "air gap" shal mean: a physical separation between the free flowing discharge end of a potable water supply pipeline and an open or non- pressure receiving vessel. An: approved "air gap"shall be at least double the diameter cf the supply pipe measured vertically above the overflow rim of the vessel, but in no case Approved. (1) The term "approved" as herein used in reference to water supply shall mean a water supply that has been approved by the North Carolina Division of Environmental Health, Public Water Supply Section. (2) The term "approved" as herein used in reference to an air gap. a double check valve assembly, a reduced pressure backflow prevention assembly or other backflow prevention assemblies or methods shall meani an approval by the Public Utlities Department based on a favorable report by an approved testing laboratory (ie., FCCCHR-USC, Underwriters Laboratory, Factory Atmospheric Vacuum Breaker (AVB). A backflow prevention assembly used to prevent backsiphonage which is designed so as not to be subject to static line pressure. These devices are not approved ini the Town's service areas except in special conditions approved by the Director, or by his authorized representative(s), Auxiliary Water Supply- Any water supply on or available to the premises other than the purveyor's (Town) approved public water supply will be considered as an auxiliary water supply. These auxiliary waters mayi include, but not limited to, water from another purveyor's public potable water supply or any natural source(s) (.e., well, spring, river, stream, pond, lake, re-use waters, or industrial fluids, etc.). These waters may be contaminated or polluted or they may be objectionable and constitute an unacceptable water source over which the water purveyor does not have sanitary control.  less than 1-inch (2.54 cm)-  2.  Mutual, etc.).  3.  4.    42. Reduced Pressure Principle Detecior Assembly RPDA) (Approved). A specially designed assembly composed of a line-sized approvedi reduced pressure principle backflow prevention assembly with a speciic bypass water meter and a meter-sized approved reduced: pressure: principle backflow prevention assembly. The meter shall register in US. gallons accurately for only very low Tates of flow (up to three gallons per minute) and shall show a registration for all rates of fiow. This assembly shall be usede on 43. Service Connection. The temminal end of a service connection from the public potable water system. (le. where thes water purveyor may! lose jurisdiction and sanitary cantrol oi the water at is point of deliverytot the Consumer's water system). ffai water meter is installed at the end of the service connection, then the service connection shall mean the 44. Thermal Expansion. Expansion attributed toi heabing of water in an endlosed container 45. Unapproved Water Supply. A water supply which has noi been approved for haman 46. Used Water. Anywater suppted by a water purveyor from a public potable water system to a Consumer's water system after it has passed through the service connection  fire protection Systems.  downstream end oft the water meter. such as a water heater.  consumption by! the! State of North Carolina.  and is no longer under the control of the water purveyor (Town).  E.  WATER SYSTEM. 1. 2. 3. 4.  The water system shall be considered as made up of IWO (2) parts: The Town's (water The source shall include all components of the facilities utilized in the treatment, storage, The distribution system shalli include the network of conduits used for the delivery of The Consumer's System shall include those parts of the facilities beyond the termination of the Town's distribution system (service connection) which are utilized in conveying  purveyor) System and the Consumer's System.  and delivery of water to the Town's distribution system. treated water from the source to the Consumer's System.  potable water to points of use.    10 F.  RIGHT OF ENTRY- Tne Dreoor, or hsashoizau sepresentalivels, shall hase: henghhig erter any buiiding, stuceure, G pises duringmormal Dusmess hours ID3 periomm anydely imposa! epommim E het: by thiss polcy. Tihase duesimay imclude sampling andtesing ci sNEteS. CA imepectons amd casarvations ofa all pigimg Systems commected bo the public water supply. Refusal 5D alloa endryfar these pumposas shal res in enarcement acion ciszommecacn of On request from the Directan, the Consumer shalr fumnish to the Town any pertinent nformaton regarding the water supply system on suca pragesty where cross-conrecuons. either actual ar The Consumer's system should be opert fori inspection at all reasanable times to authorized representatives from the Town to determine whether unprotected cross-connections or other structural or sanitary hazards, including violations of this policy, exist. Refusal to allow entry for these purposes shall resulti in enfarcement action (disconnecion of water services. stigulated penalties, etc.). When such a condition becomes known, tne Consumer shall be rotified, in writing, to disconnect the unprotected cross-connectonts); within a time period established in this policy- The degree of protection required. and the period of time required for conformarce shall be commensurate with the actual or potential degree of hazard to the gublic potable water supply  water senices. stipuleted pemaities, etc.. potential, and backilow are deemed possible.  system. 1. 2.  Cross-connectiont with private wells or other unapproved auxiliary water supplesrequire Cross-connection: requinng correction through: (1) elimination, (2) ais gap separation; (3) reduced pressure principle backflow prevention assembly (RP) or double check valve assembly (DCVA)for sizes 3/4" through 2" require thirty (30) day maximum conformance Cross-connection requiring correction through reduced pressure principle backflow prevention assembly (RP) or double check valve assembly (DCVA) for sizes greater than 2" require one hundred twenty(120) day maximum conformance period. Upon completion of the above requrements, the Consumer shall be required to submit, in  immediate disconrectionof unapproved source.  period.  3. 4.  writing. notification of compliance to the Director.  G. BACKFLOW ASSEMBLY INSTALLATION. An approved backflow prevention assembly shall also be installed, in accordance with manufacturer's installation instructions, on each Consumer's water system at or near the property line or immediately inside the building being served; but, in all cases, before the first branch line leading off the service line wherever the following conditions  exist: 1.  In the case of premises having: (1) internal cross-connections that can not be permanently corrected or protected against, or (2) intricate plumbing and piping arrangements or where entry to all portions of the premises is not readily accessible for inspaction purposes, inaking it impracticable or impossible to ascertains whether or not dangcrous cruss connections exits, Ihe public water systom shail hes protected ayainst backflow from the premises byir inslalling and approved backflow prevention assemblyin  the service line commensurate with the degree of hazard.    5.  Backflow. The undesirable reversal of fiow ofs waters or mixtures of water and other. liquids, gases, or other substances into the distribution lines of the potable supply of water from any source(s). Sea terms Backpressure and Backsiphonage (see D.9 and Backfiow Prevention Assembly (Approved). Anassembly or means designedzo prevent backlow TO the potable snater supply Systema. These assembles shall be reviewed and approved by the Tomm and shall have! been shown to meet ar exceed the design and pertormance standards of the American Society of Sanlary Engineers (ASSE). Amenican Water Wosks Associaton (AWWA). and/or the Foundation for Cross- Connection Conbrol and Hydraulic Research of the Universily af Southem Calfomia (FCCCHR-USC). The approval of backfion prevenjon assembles byt the Public Utbbes Department is based on at favorable report by an approved testing laboratory(ie., FCCCHR-USC. Underwnters Laboratory. FactoryMulual, etc.). recommendng suchan approval. The following are approved methods for backflow prevention: a. Air Gap (AG) (see D.1)Non Residential Use Only  D.10, respectively).  6.  b. C. d. e. f.  Reduced Pressure Principle Assembly (RPor RPZ) (see D.41): Double-Check Valve Assembly (DGVA) (see D.23): Pre-Approved Only Double-Check Detector Assembly (fire system) (DCDA) (see D.22): Reduced Pressure Principle- Detector Assembly (fire system) (RPDA)  (see D.42). and  Pressure Vacuum Breaker (PVB) (see D.38).  7.  Backflow Prevention Assembly (Unapproved). An assembly that has been investigated by the Town and has been determined to be unacceptable for installation within the Town's water system. Consideration for disapproval and removal from the "Approved List" shall be based upon, but not limited to, the following criteria:  a.  Poor performance standards (ie., significant failure rate); b. Lack of or unavailabiuty of repair parts; and/or, C. Poor service or response from assembly's manufacturing  representative(s).  8.  Backflow Prevention Assembly Technician (Certified). A person that has proven his or her competency to the satisfaction of the State of North and is certified to make competent tests, or to repair, overhaul and make reports on backflow prevention assemblies shall be knowledgeable of applicable laws, rules, and regulation; shall bea licensed plumber or have had at least two (2) years experience under al licensed plumber    or plumbing contractor, or have equivalent qualifications acceptable toi the State of North Carolina; and must hold a certificate oT completion, from an acceptable training program (ie NCAWWA) in thet testing, repair, andi reporting of backflow prevention assemblies. Backpressure Backflo caused byas pump, elevated tank, boiler, or other means that could create pressure wwithin the system greater than the supply pressure. 10. Backsiphonage Areversal of the modmal drection oi flowi in the fines duet to a negalwe pressure (vacuum) beirg createdi in she supply Eine with the backflows source subject to  9.  atmospherc pressure. 11. For Future Use.  12. Check' Vaive. Adevice that is drip-tigh: in the normal direction of flow when thei inlet pressure is at leasi one (1) psi and the outlet pressure is zero. The check valve shall permit no leakage in: a direction reversed to the normal flow. The closure element (clapper, poppet, or other design) shal be intemally spring loaded to promote rapid and positive closure. An approved check vaive isj just one component of an approved backflow prevention assembly (.e., pressure vacuum breaker, double-check valve assembly, double- check detector assembly, reduced pressure principle assembly. or 13. Consumer's Potable Water System. That portion of the privately owned potable water system located between the point of delivery(service connection) and the point of use. This system shall include, but not! limited to, the following: all pipes, conduits, tanks, receptacles, fixtures, equipment, and appurtenances used to produce, convey, store, or 14. Consumer's Water System. Any water system located on the consumer's premises, whether supplied by a public potable water supply or an auxiliary water supply- The system or systems mayl be either a potable water system or an industrial piping system. 15. Customer/Consumer: Any person, firm, or corporation responsible for property at which water from the Town of Holden Beach public water supply system is received. In the absence of other parties or the failure of other parties to accept the responsibilities herein 16. Containment. Preventing the contaminaton/polution of the public potable water supply by installing an approved backflow prevention assembly and lor method at the service connection. The term "service protection"s shall mean the appropriate type or method of backflow protection at the service connection, commensurate with the degree  reduced pressure principle detector assembly)-  use potable water.  set forth, the owner of record shall be ultimately responsible.  of hazard of the consumer's potable water system.    17. Contamination An impairment oft the qualty of the water wwhich creates an actual hazard tot the public health through poisoning or through the spread of disease by 13. Cross-Comnection Any unprotected, actual or potential connection or Structural arrangemert! beheen. a public or a Consumer's potable water system and any other source ar system through: slhich ais possible toi introduce into any part of the porable sysiem any usedwaler, indusinial fluids, gas. or substance cther than the tenced potable water with which the system is supplied. Bypass arrangements, jumped conmecsons, removable sections, Swivel or change-over devices and other temporary ar permanent devices throughwhich or because of which backflow can or may occur are considered to be cross-connections. (1) The temm "direct cross-connection" shall mean across-connections whch is subject to bothbacksphonage and! backpressure. (2) The term Indirect cross-comnection"? shall mean a cross-conmection whichs is subject to  sewage, industrial fluids, waste, etc.  backsphonage anly. 19. For Future Use  20. Cross-Connection, Direct Any arrangement of pipes, hoses, fixtures, or devices connecting a potable water supply to a non-potable source which is permaneni (e., a boder feed! Ene connected directly to potable water line, etc.). This definition does not apply to any Town, municipal or volunteer personnel engaged inj public fire protection. 21. Cross-Connection, Indirect. Any arrangement of pipes, hoses, fittings, or fixtures that may be temporary in nature (ie., garden hose; hose connected directiy to a firel hydrant for filing a tank, etc. )connecting toa potable water supply to a non-potable supply. 22. Director. Town of Holden Beach, Public Works Director, his successor or designee(s). 23. Double-Check Valve Detector Assembly (DCDA) (Approved). A double- check valve assembly. with a specific bypass water meter and a meter-sized approved double-check valve assembly. The meter shall register in U.S. gallons accurately for only very low rates of flow (up to 3-gallons per minute) and shall show a registration for all rates of flow. The unit shall include tightly dosing shut-off valves located at each end of the assembly and each assembly shall be fitted with properly located test cocks. This assembly shall be used to protect against a non-health hazard on fire line systems. 24. Double-Check Valve Assembly (DCVA) (Approved). Any assembly composed of two (2)i independently: acting. approved check valves, including tightly closing resilient seated shut-off valves located at each end of the assembly and suitable connections for testing 25. Dual Check Valve. Aself-closing device designed to permit flow in one (1) direction and close if there is ar reversal of flow. A dual check valve is not ani in-line testable device andi is only allowed for residential use in % and 1" meter assemblies, excluding irrigation  the water tightness of each check valve.  systems.    26. Dwiellngini OmPormoBr momS togemen, comsmtunny asepae, incpandent housekzepng esabishment fon DDET Dopupancy, ar Tental Dr leass DA. a wMBkly, momthly. oT longer basis. and: physically SETEISIES Fnom ether roems or dslinng units swhich mey be im the sEmE siucture, me corkamng independert coakimg and: seaping.ianies 27. Fire System. A syste ci piping which meyinclude speimklers., hose connecions, nydrants, ar fixed spray mozzles that may! be wet or dry, agen Ga ciosed Far the use cf 28. Hazard. Degree of. Either a pollutional (on-health) O6 contamination (healtn) hazard and is derived from the evaluation of conditions within a system. (1) Health- An actual or potenbal threai of contamination of a physical Gr toxic nature to the public potable water system or the Consumer's potable water system that would be a danger to health. (2) Plumbing An intecnal or plumbing bype cross-connection ina Consumer's potable water system that may be either a pollutional or a contamination type hazard. This includes, but notl limited, to cross-connection to talets, sinks. lavatories. wash trays and lawn spankling systems. Plumbing type cross-connections can be located in many types of structures including homes, apartment houses, hotels, and commercial or industrial establishments. Such a connection, if permitted to exist, must be properly protected bya an appropriate type of backflow prevention assembly. (3) Pollutional- -An actual or patental threa: to the physical properties of the water system oc the patability of the public or the Consumer's potable water system but which would not constitute a health or system hazard, as defined. The maximum degree or intensity of pollution to which the potable water system could be degraded under this definition would cause nuisance or be aesthetically objectionable or could cause minor damage to the system or its appurtenarces. (4) System- An actual or potential threat of severe danger to the physica! properties of the public or the Consumer's potable water system or of a pollution or contamination which would have aj protracted effect on the quality of the potable water  suppressngfres.  int the system. 29. Industrial Fluids. Deleted 30. Industrial Piping System Deleted  31. Interconnection A connection between the Town's potable water supply system and an uncontrollable source of water, such as a private well. Interconnections are strictly  PROHIBITED by this policy and State codes.    32. Isoladion Theact of corminmga lorall zed hazardh withim a Consumer's: PvEar Systemby instalinga a2prpvat'backiloa Prvaonassemties, Tar derpes. The Tomp D mmay mas racummandaions, upcen Tanhiyinspethon, asiDtheusager OMCE-AISATS-, DLE dces noi assume on mave respomsibiley mhmaisuever far 33. Laboratory Testimg (Approved). Refess to the Foundation for Cross-Connection Contral and Hydraulic Research afthe University of Southemn Callfornie (FCCCHR-USC oranather lab having the equivalent facilities. for both the laboratory and Seld evaluation 34. Non-Potable Water. A water supply which has mot been appeoved for heman consumpoon by thel Nocth Carolina, Division of EnaronmentalHeath, Pubfic Water 35. Pollution. An impairment of the qualty of the water to a degree which does not create a hazard tot the public health but which does adversely and unreasonably affect the 36. Potable Water- Any public potable water supply which has been investigated and approved by the State of North Carolina Division of Environmental Health, Public Water Supply Section. The system must be operating under a valid health permit. In determining what constitutes an approved water supply, the Nocth Carolina Division of EnvionmentalHealhn, Public Water Supply Section has final judgment as to its safety 37. Premises. Abuildung. complex or any other location that receives water provided by 38. Pressure Vacuum Breaker (PVB) (Approved). Al backflow prevention assembly suitable for continuous pressure, to be used to provide protection against backsiphonage. 39. Public Potable Water System. Any publicly or privately owned water system operated as a public utility, under a current permit, to supply water for domestic purposes. This system will include all sources, facilities, and appurtenances between the: source and the point of delivery (service connection) such as valves, pumps, pipes, conduits, tanks, receptacles, fixtures, equipment, and appurtenances used to produce, convey, treat,or 40. Purveyor, Water. Owner or operator of a public potable water system, providing an Approved water supply to the public and permitted by the State of North Carolina to do 41. Reduced Pressure Principle Prevention Assembly (RPZ or RP) (Approved). An assembly containing two (2) independently acting approved check valves together witha hydraulically operating, mechanically independent pressure differential relief valve located between the check valves and at the same time below the first check valve. The unit shàll include properly located resilient seated test cocks and tightly closing resilient scalod shut off valves al each end of the assembly. This assembly is designed to protect againsi a non-health (i.e., pollutant) or a heallh (i.c., contaminant) fhis assembly shall  suchanstalzrors.  oft the assembles approved by the AWWA, andior ASSE.  Supply Section.  aesthetc qualites of such wa:ers for domestic use.  and potabilty  the Town of Hoiden Beach.  store a potable water for public consumption or use.  So.  nol he used for backflow prolection of sewage or reclaimed water.    11  Comensmp. tesg. and perpetual TE mternpE C7 the backil prewennon assembles shali: be the rasponsbiligsitie Consumer An Tduped pressure princpla asssmblies PP)andicbabla dhack vabe assembes DCMAshal: te imstalled abova gnound ina prodective enclosure GF inside the bui idingu ithe buildingis less tham 200 Umear feet fnom the ater main servimgthe Comaumen Piardin teion grade instalations ae PROHISITED (Tesiand Maintanance 0T Backflow Prevendon Assembles, (RPZI Valves, shall be the responsibillycft the water Purveyor and compensated through Town's Jilling The installer shall be responsible to ensure that the assembly is installed and working progedy and shall furnishu the following informason to the PublicWorks Director within five (5)working days  after at backffow prevention assembly is installed.:  a. Owners name, address. phone number, and responsible contact.  b. Assembly location (specific). C. Date ofi installation. d. Installer's name, address, and phone number. e. Installer's certiication number. f. Type of assembly. g. Manufacturer. h. Model number. i. Serial number. laspected.  "All reduced pressure principle assemblies (RP) and double check valve assembles (DCVA) are required to be inspected following instalationby: a purveyar All commercial and industrial Corsumers connected to the public potable water system of the Town on or before the effective date oft this policy, upon notification from the Town, shall Install or have installed an approved backflow prevention (containment) assembly, Commensurate witn the degree of hazard. The period allowed for this installation shall not  Exceed the following:    12  Degree oi Hazard! Tima Frame. deys  2"Services or Smaller:  Lp Bledum Higim Low Medium High.  a0 a0 30 180 180 120  Service Greater Than 2":  Suomit plans and specifications sealed byar registered engineer to the Oirector for reviewa and approval. Acquire all necessary permits prior to unstalation. Upons satisfactory installation of approved backflow prevention assembly and appurtenances, forward a certificate of compietion  to the Director.  H. TYPE OF BACKFLOW ASSEMBLY The type of backflow prevention assembly to be installed to protec! the public potable water supply required by this ordinance shall be commensurate with the degree of. either actual of potential, hazard. Any backfiow prevention assembly required herein shall 0e a make, model, and size approved by the Town. The term. "approved backflow assembly" shal mean an assembly that has been manufactured infull conformance with the standards established byt the American Water Works Association (AWWA)  entitled:  1.  TESTING & MAINTENANCE lt shall be the responsibility of the Purveyor at any premise where backflow prevention assembles are installed to have a field test performed by a certified backflow prevention assembly technician (tester) appointed by the Town of Holden Beach at least once per year for the! life of the assembly. Ininstances where the Director deems the hazard to be great enough he may require field tests at more frequenti intervals. These tests shall be at the expense of the Consumer (water user) and shall be performed by a certified technician (lester) approved byt the State of North Carolina and Town of Holden Beach. It shall be the responsibility of the Director, or his authorized representative, to see that these tests are  conducted in a timely manner.    13  All lsis mLS. be zomplated: onces year. lit Dmpiblems ae deiecteci  ith the backlow Drevertion assemblyfs), 3is the caspomsibicy ofihe Consumer mTpon these disuparctes to te Drecton nAhin five (5j workirgdays df dereccon. Tipese assemblies shall be repaned, Dwanhaues. or replaced ai the espense ci the Corsumer henever saic assemblys) are found o te dlecie Records ufi: Such tess, 1epairs. ovetheis, and seplacem ers shal te kept by ae purveyor ands shahi be made available to the consumer 6 raquested. AT presantyinstaled backfiow prevention assembles whch do noi meet the requrements of this ordinance but were agproved devices for the purposes described herein at the time of the installajon and which have been pragerly maintained, shall, except fos the testing and maintenance requirements, be excluded from the requirements of this policy as long as the Director is assured that the affected backfiow preveation ceviceslassembles wil satisfactorily protect the Town's water supply system. Whenever the existing devicelassembly! is moved from the preseat lacation or requires more than minimum maintenance or whent the Director determines that the mainterance consttutes a hazard to health, the deviçelassembly in question shali be replaced with an approved backflow prevestion assembly meeting or exceeding the Wheni itis not possible to interrupt water service, provisions shall be made for a "paralle! instaliation"of backflow prevention assemblies. The Director shall not accept an unprotected bypass around al backfiow prevention assemblywhenthe: assembly is in need of testing. repair, Whenr repair wock is requred on any approved backflow prevention assembly, whether determined through testing or routine inspection by the town, these repairs shall be completed within a specified period of time Commensurate with the degree of hazard at the Consumer's expense. Inp no case shall this period of time exceed thirty (30) days. CATEGORICAL FACILITIES Approved backflow prevention assemblies shall be installed on the serviçe connection to any premises that the Town has identified as having a potential for  requirements of this policy at the Consumer's expense.  or replacement.  J.  backflow, including but not limited to, the following:  1. Amusement Parks. 2. Automotive Plants. 3. 4. Auxiliary' Water System: 5. Private Water Supply. 6. 7. Bakeries. 8. Beauty Snops/Barber Shops. 9. Beverage Bottling Plants. 10. Breweries.  Automotive Service Stations (dealerships, repair shops, etc.). "Used Water", "Re-Use Water" and "Industrial Fluids".  11. Buildings (hotels, motels, apartments, public and private buildings or other structures having unprotected cross-connections). 12. Buildings of Five (5) or more stories above ground level. 13. Canneries, Packing Houses, and Rendering Plants. 14. Chemical Plants (manufacturing. processing, and compounding or treatment). 15. Chemically! Contaminaled Waler Sysient 16. Commercial Car Washing! Facilities.    14  17. Commercal Greenhouses 18. Ccemarciall Labsratoriss. 20. ComereselAsphali Flamis, 21. Dares and Cold Soage Flanis. 22. Erecraglaang Pracesses. 23. Filma Labonatories. 24. Fire Systems. VeterinaryHosplas. 24. Industrial Facilities. 25. Irrigation. Systems (lawn, commercial, etc.). 26. Laundries and Dye Warks. 28. Mabile Home Parks. 29. Motion Picture Studios. 32. Paper and Paper Product Plants. 33. Pesi Control (exterminaling & fumigating) 34. Pharmaceutical Manufacturing 35. Plating! Plants &i Facilities. 36. Plastic Molding Facilities. 37. Power Plants. 38. Radioaciive Materials or Substances (plants or facites handling). 39. Restaurants. 40. Restricted, Classified, or Other Closed Facihties. 41. Rubber Plants (natural & synthetic). 42. Sand and Gravel Plants. 43. Schools and Colleges. 44. Swimming Pools. 45. Water Treatment Facilities 46. Waterfront & Port Facilities & Industries. 47. Wastewater Treatment and Storm Drainage Facilities. 48. Weaving, Spinning Operations.  19. Comnmercial SEs.CSN stores, malis,etc)  23. Hospitals, Medicall Buildings. Sanitariums, Morgues, Mortuanes, Autopsy Facilites, Funerak Homes, Nursing & Convalescent Homes, Medical Clinics and  27. Metal Manufacturing. Cleaning, Processing. and Fabricating Plarts. 30. 0a and Gas Production, Storage or Trarsmission Propertes. 31. Painting and Staining Operatians Related to Finished Woods and Metals.  49. Other premises specified by tne Director, or his authorized representative, when the cause can be shown that a potential cross-connection hazard, not  enumerated in the above list, exists.  All backflow prevention assemblies and installations shall be subject to approval and inspection CONNECTION TO UNAPPROVED WATER SUPPLIES. No person shall connect or cause to be connected any supply of water not approved by the State of North Carolina to the public potable water supplied by the Town. Any such connection allowed by the Town must bei in conformance with the backflow provenlionregitements sel forth in this policy  byt the Town.  K.    15  FIRE FROTECTION: SYSEMS ALI comnEçniorG t0 fres spmifider $y53215 herenafter COnTECIed wh the public wwater Supply sysiem shall be pondied with. Em approBa backiip prevention assamblylig, dosle check waledatecion mssambly etcs in coriommanze wwi SecSc standards estabishedt by she American Water Waris AsspciasoAMMA, or suosequent varslions) ard the Naicnal Fie Pveventios Association (MFPAY (or subsequent revisions) Allfre systems using toxIC addisves Cr boaster gumging facilaes shaill be required to be protected with an approwed reduced pressure primciple detactor assembly(RPDA): ai the main. Except for an eminent health hazard as defined heren, as determined by the Director, or his authorized representative. any fire spriakler system connectedwith the public potable water system oft the Town on OF befare the effective date of this palicy, shall have twenty-four (24) M. CONTROLLED CROSS-CONNECTIONS (TEMPORARY) The purpase of this section is to describe an acceptable use of a controlled cross-connection (temporary) between the Town's water supply system and ar non-potable source (.e., fling a tank or tanke: from a fire hydrant for use other than fire protecion). This shall be accomplished through the use of an approved meter and a reduced pressure principle assembly(RP) or anair gap properly installed and maintained so that it will continuously afford the required grotection. Atr no time shall this temporarycross- ENFORCEMENT Any person, firm, ar corporation responsible for an installation or action found not to be in compliance with this policy shall be issued a Notice of Violation(NOV) specifying corrective action, if required, enforcement action to be taken by the Town, if required. and a specified period of time to achieve compance, ifrequired. As provided herein, termination of water service is a remedy available to the Town to enforce any of the provisions of this policy A violation of any of the provisions of this policy shall constitute a misdemeanor, punishable as providedi in G.S. Section 14-4, with a fine not to exceed five hundred dollars ($500). Enforcement of this program shall be administered by the Director or  months to geti into conformance with the provisions of this policy.  connection be unprotected.  N.  by an authorized 1.  Direct Cross-Connection - Anyinstallation which remains in noncomplance after notice is given and the time prescribed in Section G.3 shall be considered in violation of this policy and shall realize the disconnection of water service(s) until compliance is achieved and/or possible legal action. In addition, any person who shall continue any violation beyond the time limit provided for in the aforementioned NOV: and Section G.3 shall be subject to ap penalty in the amouni not to exceed one-hundred dollars ($100) for each violation. Each dayi in which any violation continues after the offender has been notified of Indirect Cross-Connection Anyi installation or action found to be in noncompliance of this policy shall be considered in violation of the same. In addition, any person found to be in violation of this policy shall be finedi in the amount not to exceed one-thousand dollars ($1000) for each violation. Ifthei installation or action involves the theft of water said offender shall be charged according to state and local law and shall pay. in full, the cost for the estimated usage (See rate schedule currently in force) to the Town. Appeals ofa violtation. Ay ovner who has received an ordor under the enforcement section of this code llldy appeal from the order ini writing to the Town's Clork and Town Manager wilhin 10 days of reccipt of nolice, in the abscnis of an appcal thc order of the purveyor or his designee shall be final. The city council shall hear and render a decision in a reasonable time. Enforcement of this program shall be administered by the Director or by an authorized  the violation shall be deemed a separate offense.  2.  3.  Representative.    16  The Town Manager, or his authorized representative, is authorized to1 make all necessary: and reasonable Tules and policies with respect toi the enforcement of this policy. All such Tules and Policies shall be consistent with the provisions of1 this policy and shall be effective upont the date of Any provision of: this ordinance that make untawul a oondkion existing upom or use made of real property may be enforped by injunction amd arder of abatement Pursuant to GS 16DA-175(e). The foregoing standard policyis hereby adopted by the Town of Holden Beach  adopton by the Town of Board of Commissioners.    F.A ASBESTOS MONITORING/  WAIVER APPROVAL    4 EALie  Appendix F  Asbestos Monitoring  Waiver Approval    2BDP Guiony Goutne alad. Saiedng AMPACF-HDD  EMSL Analytical, Inc. Jnikailk. MC. 2750D  ASBESTOS ANALYSIS - Distribution System  Siaa ittamation mattes simfletrtars samptroectt  Water System Number: NC04-10-060 Name af Water System: Town afl Holden Beach Sample Type: 3 Distribution (Campliance)  Caunty. arunswick  ONan-compliance  Location Code ASB  Tapt Locationc 055  Street Address: 1048 Ocean BivdWest City: Holden Beach  Check Mifsample site Is owned or controlled by water system. B Check (ifsamples sitoi isadaycare arak-12 school D Facily! DI No. (Distribution): D01 Sample Point ASB Callected By: Chris Clemmons Mail Results to (water system representative):  Callection Date 119n202 20ao  CollectionTime C8:30AM Sperkyang  Pealag  Envirochem 66021 Windmll Way Wilmington, NC 28405  Phone:( ) Faxt: ( ) Responsible Person's emait:  Laboratory ID #: 37792  Required Code Limit (R.R.L.)  Contam Contaminant Method Reporting Analysis. 1094 ASBESTOS 100.2 0.2 MFL Notes: 'MFL: = Million Fibers per Liter > 10 um.  Analyais 11/23/2022 10:00AM  Not E  Quantified  Allowable Limit MFL  Code  Started 11/10/2022 3:38PM  Ended Detected. Ge.<R.R.L) Results 12  MFL  2lfresult exceeds the allowable limit, the laboratory must report the analytical results to the State within 48 hours.  Laboratory Log #: 292209881 COMMENTS: 22-22365/54854  Certified By: Billy Barnes Bikb  (Ptnta ands signn name)  NCDEQ 2016  Public Water Supply Section    ASBESTOS WAIVER REQUEST DISTRIBUTION SYSTEM  DEQ  FOR  MONITORING  Note: Fhis form must be completed. by the system owner or designated, person in respansible charge.  WaterSystemName: Owner: Address:  Water System Number: County: State and Zip Code:  City:  Tor request an asbestos monitoring waiver for your distribution system, complete all of the following: t. Complete the Construction Materials Report below check each box indicatng the type of construction materials present in your distribution system, service lines, and home plumbing. Ifany ather material is present in the system, check the box Complete all information int the Certification box be sure toi indicate whether or not the source wateri is in an asbestos 3. Submit the compfeted form to the Asbestos Rufe Manager at the address tacated at the battom of the page. IMPORTANT NOTE: Until your request has been approved, your system will be placed on a routine monitoring schedule and will be required to perform asbestos monitoring in your distribution system by December 31, 2022. Ifyour system is located in ana asbestos vulnerable county and this waiver request is approved fory your distrbutionsystem, you must still perfarm asbestos manitoring ate each entry point by the December 31, 2022 deadline. Youwill be notified in writing as to whether or not a waiver  next to' Other" and list the material, vulnerable county (circle appropriate response): and  has been approved for your distribution system. Please keep a copy for your recards.  Construction Materials Report  0 Lead pipe, piping with lead-lined interior, or lead joint a Copper from piping and alloys, service tines and home  pipei in the distribution mains to customer's building) a Lead gooseneckspigtals  plumbing  E Lead service lines (water main tor meter and/or meter E Glass  a - Coal tar lined pipes and tanks a Vinyl lined asbestos cement pipe a Cement (non-asbestos) Plastic D PVC D Polybutylene  a Lead from solder, caulking, alloys and home plumbing D Asbestos cement pipe  a Galvanized piping, service lines, and home plumbing  D Brass Ferrous piping materials Steel Cast iron Ductile Iron D Other:  Polyethylene or Cross-linked polyethylene (PEX)  Certification  County Location of System's Source Water:  Based upon the above Construction Materials Report and the fact that our system's source(s) water is /is not (please circle one) locatedi in one oft the asbestos vulnerable counties (listed on back oft this form), lam requesting a distribution system asbestos waiver for the nine-year period of. January 1, 2020 through December 31, 2028. lunderstand that ifmy system is located in an asbestos vulnerable county, Imust still sample for asbestos ate each entry point by the December 31, 2022  deadline. Form Completed by: Phone Number: 05/2019  (Print Name) Email:  (Signature) Date Completed:  System Affiliation of Person Completing This Form: 0G Owner or OResponsible person  Retum this form to: Public Water Supply Section, 1634 Mail Service Center, Raleigh, NC 27699-1634  (Attention: Asbestos Rule Manager)    IMPORTANT NOTE: Ifyour system is locatedii im one af the asbestos vulmerable counties listed below and this waiver request is approved for your distmoutions system, you must still perfocm asbestos monitoring at each  entry point to the distributionn system byt the December 31, 2022 deadline.  Asbestos Vulnerable Counties  03 05 06 11 12 13 17 18 22 29 30 34 39 41 42 44 49 50 57 58 60 61 80 88 90 91 92 99  Alleghany Ashe Avery Buncombe Burke Cabarrus Caswell Catawba Clay Davidson Davie Forsyth Granville Guilford Halifax Haywood Iredell Jackson Macon Madison Mecklenburg Mitchell Rowan Transylvania Union Vance Yadkin  Wake (north corridor*)  *The Wake County "north corridor" is bounded by longitudes 78°33' to 78°49' and latitudes 35°52' to 36°05'    G. MONITORING SCHEDULE    f Holden Bei X  Appendix G  Monitoring Schedule    a  9  I % a   S  £  DE  A    A  A. A. < a 00 00 9    as  6 a -  S  2    3  a  3  3    >    #  6  N  -    8  D8    0  0    le    dE    NC0410060 HOLDEN BEACH, TOWN OF Facility ID: D01 DISTRIBUTION: SYSTEM Sampling point: selected by user Analyte code Analyte 3100 samples. COBP CL90  Community  begin date end date samples reg'd sample freq. samples collected  Total Coliform  12//23 12131/23 12/1/23 12/31/23 6/1/25  7 2 20  MN QT 3Y  a 0 0  Rautime or temporary routine califarm schedules are shown. If total coliform IS detected ina sample, systems are required to collect3 3 repeat samples within 24 hours af learning of the positive result andi may be required to collect source water  Disinfection Byproducts Lead and Copper  9/30/25    H. EMERGENCY RESPONSE PLAN    CHAent By  Appendix H  Emergency Response Plan    HOLDENBEACHOPERATIONSADDMANTENANCEPLAN  Emergency Response Plan & Procedures  CONTAMINATION OF WATER SOURCE GROUNDWATER POSSIBLE CAUSES: Spilis, Backflow, Back-siphonage. Biological, Terrorsm or  WELLS)  Chemical Conramination  Actions. Shut pump down and valve. off to isolate from system  The Operator in Responsible Charge (ORC) or back-up should notify the Town Manager or Board of Commissioners (verbally and in writing) of contamination Notify NCDEQ (Water Supply Section) Contact govemment agencies (see below)  ofwater supply.  for advice and assistance.  Notify all users. Contact local media for public service announcement, if customers Arrange for alternate source of water if necessary -- ie., bottled water, bulk hauler,  cannot be notified by phone or door-to-door  or storage tank. Contacts: be reached)  NCDEQ (Water Supply Section) Wilmington, NÇ Office (during normal working hours) Raleigh, NC Office (weekends, holidays, or ifWilmington, NC Office cannot  Brunswick County Emergency Management Bolivia, NC,  Holden Beach Police Department, Brunswick county Health Department  Contact others as necessary, depending on severity. See Contact List for phone  numbers. 32IPage    OLDENBHACHOPERATIONSANDMAINTENANCERLAN  ELEVATED STORAGE TANK DAMAGE  POSSIBLE CAUSES: Structural Failure, Tommado, Hurricane, Plane. Crash, or  Terrorist Activity.  Actions: Shut off valves to isolate damaged tank  The Operator in Responsible Charge (ORC) should notify the Town Manager or Board of Commissioners (verbally and in writing) of falling water supply.  Contacts: Notify NCDEQ (Water Supply Section) Contact govemment agencies (see  below) for advice and assistance.  Notify Goverment agencies for advice and assistance.  Contact local media for public service announcement if customers cannot be notified by Possible Actions: Arrange for alternate source of water if necessary -- i.e., emergency connection with state approval, portable potable water system, bottled water, bulk  phone or door-to-door.  hauler, or storage tank. See Contact List for phone numbers.  33Page    HOLDENBEACHIPGRATIONSANDMAINTENANGEPLAN  LOSS OF SOURCE  POSSIBLE CAUSES: Dewwaterng of Aquifer, Pump Damage or Powver Outage  Actions: Contact Town Manager  Notify NCDEQ (Water Supply Section) Contact govemment agencies (see below) for advice.  Contacts: door-to-door. Possible Actions:  Contact local media for public service announcement, if customers cannot be notified by phone or  Arrange for an altemate water source (if necessary) NCDEQ, Brunswick County Emergency  Management (if necessary) See Contact List for phone numbers.  34/Page    HOIDENBFACHOPERTONSANDMANTENANCPLAM  FIRE DEMANDING EXIREME AMOUNTS OF WATER  Actions: Commissioners  The Operator in Responsible Charge (ORC) should notify the Town Manager or Board of Contact Brunswick County and arrange for additional pumping from the Bell Swamp Station. Begin enforcemeni of Emergency Water Conservation and Restriction ordinance, if applicable Contact local media for public service announcement fcustomers cannot be notified by phone Contact NCDEQ Regional office or Raleigh, Brunswick County Emergency Management (if Contact Police Department and Fire Department See Contact List for phone numbers.  or door-to-door necessary)  35Page    HOLDIABEACHOPERATONSANDMANTENANCEPLAN  DROUGHT CONDITION OR WATER SUPPLY SHORTAGE FROM  BRUNSWICK Actions:  The Operator in Responsible Charge (ORC) should aotify the Town Manager or Board of Initiate Emergency Water Shortage Response Plan once a water shortage is declared. (Refer Begin enforcement of Emergency Water Conservation and Restriction ordinance, if applicable.  Commissioners (verbally and in writing) of failing water supply.  to Water Shortage Policy contained within this emergency response plan)  Contact:  NCDEQ Regional or Raleigh, Brunswick County Emergency Management (if necessary) Contact local television and radio media for assistance with public notification ofdrought condition Possible Actions: Arrange for altemate source of water ifnecessary - i.e., bottled water, bulk  or water shortage for any cause. hauler, or storage tank. See Contact List forp phone numbers.  361Page    HOLDEVBEACHOPERBATIONSANDMAINTENANCEPLAN  FLOOD CONDITIONSHURRICANE  Actions:  ORCshould contact the Town Manager and the EOCif Activated.  Notify all users of the potential for groundwater well contamination, failure of pumps, or loss of Advise customers to store some drinking water in advance of the potential for flooding and to boil any suspectwater fortsvor minutes when notified or after any loss ofp pressure.  power, etc.  Phone govemment contacts are listedbelow.  Contact to-door.  Local media for public service announcement ifcustomers cannot be notified by phone or door- Arrange for alternate source of water if necessary ie., emergency pipeline with Public Water NCDEQ Regional or State office in Raleigh (although they usually contact you during this type of emergency, Brunswick County Emergency Management, Police (for assistance inj public  Supply approval only, bottled water, bulk hauler, or storage tank.  notification).  See Contact List for phone numbers.  37IPage    HOLDENGEACHOPERATONSANDIMAINTENANCEPAN  BROKEN WATER MAIN ICONTAMINATION OF WATER  Possible Causes: Muni-Quzkes, Excessive Vibration. Floods, and Tiees Uprooted dane to Actions: Comact maitenance crew to repair from contact list or call out sheet if safe to do 50 Valve off area of damaged main but maintain cnough pressure on the line to prevent potential Notify Town Hall and Police Department of water outage. what area will be affected, and approximate length of outage. (F possible, have personnel go door to door to advise customers of  Tomado ar Huncane, or simply brolken dune to age.  backtlow.  outage and approximate length of outage.  Contact:  NCDEQ Regional or State office in Raleigh if contamination of water main occurs or length of Submit Boil Water Notice and follow up sampling protocol by guidelines from NCDEQ- Contact local television and radio media for assistance with public notification of contamination  outage will be substantial.  or lengthy outages.  See Contact List for phone numbers.  38/Page    HOLDENBEAGHORERKORERATIONSANDMAMANTENANGEPLAN  HYDRANT DAMAGE POSSIBLECAUSES  Vehicular Accident, Water Hammer, Resuraimt Failure, Falling Trees or Structures due to  Tormado orl Hurricane.or Soil Failure duet to Flooding GE Heavy Rains.  Actions:  Contact maintenance crew to repair. Use contact list or callout sheet ifsafe to do so.  Valve off damaged hydrants and mains, ifalso damaged.  Notify Town Hall and Police Department of water outage, what area will be affected, and approximate length of outage. (IF possible have personnel go door to door to advise customers  ofoutage and approximate length of outage.)  Contact:  NCDEQ Regional or State office in Raleigh if contamination of water main occurs or length of Submit Boil Water Notice and follow up sampling protocol by guidelines from NCDEQ. Contact local television and radio media for assistance with public notification ofc contamination  outage will be substantial.  or lengthy outages.  See Contact List for phone numbers.  391Page    I. UTILITY RATES & FEES    i Holden   Appendix I  Utility Rates and Fees    PRIVILEGE LICENSE FEES  Off-Premises Unfortified Wine, Off-Premises Fortified  $10.00 $5.00 $15.00 $15.00  Wime or Both  Off-Premises Malt Beverages On-Premises Malt Beverages Wine or Both  On-Premises Unfortified Wine, On-Premises Fortified  WATER RATES Basic Rates  Base rate per month per dwelling unit, business or commercial service = includes initial 2,000 gallons Each 1,000 galions for 2,001 - 6,000 gallons Each 1,000 gallons over 6,000 gallons Base rate for meters installed for additional services as defined in $51.03(A/2) of the Code of Ordinances Each 1,000 gallons for 0 - 6,000 gallons Each 1,000 gallons over 6,000 gallons  $22.72 $5.46 $6.46 $7.50 $5.46 $6.46  Tap Fees  Fees in subdivisions where the water line and meter box have not been installed by the developer: Standard % inch tap Standard 1 inch tap Larger diameter taps Y-Off Existing Line % Inch Tap Y-Off Existing Line 1 inch tap Fees in subdivisions where the water line and meter box were installed by the developer % inch tap Fees in subdivisions where the water line and meter box were installed by the developer 1 inch tap  $2,500.00 $2,800.00 and labor + 10% $1,000.00 $1,200.00 $500.00 $600.00  Actual cost of equipment, materials  Service Fees  Cut-off Reconnect Suspension of service Special meter reading Page 5of6  $50.00 $50.00 $100.00 $5.00  Updated March 19,2024    Special meter reading - findings show meter was over-  $0.00  read  WASTEWATER RATES  Basic Rates  Base charge per month per dwelling unit, individually metered based on water usage, business or cammercial service = includes the initial 2,000 gallons Each 1,000 gallons for 2,001 - 6,000 gallans Each 1,000 gallons over 6,000 gallons Residential dwelling unit per bedroom  $14.10 $6.45 $7.45 $100.00 $500.00 minimum  Tap Fees  Commercial unit = Disposal Systems  Actual fee based upon the peak usage design daily flow per 15A NCAC 18A, 1949 Sewage Flow Rated for Design Units, Laws and Rules for Sewage Treatment and Per gallon flow for each unit or type of operation  $2.50  WATER AND SEWER SYSTEM DEVELOPMENT FEES  Development Fees  Water System Development Fee Sewer System Development Fee  $460 per bedroom $2,240 per bedroom  *Credit for those who have paid already the sewer share fee previously authorized by Town of Holden Beach Ordinance 02-13 dated 10-14-02 "Chapter 52-04 - Share Fees" will be given ona per bedroom basis in an amount equal to $2,240 per bedroom, up to a maximum five-bedroom house. Houses with more than five bedrooms will be assessed the $2,240 per bedroom sewer These Water and Sewer System Development Fees are effective October 1, 2021. See old  system development fee for each additional bedroom.  schedule for rates prior to October 1st.  Page 6of6  Updated March 19, 2024    J. DEBT SERVICE    Holden Bay  Appendix J  Debt Service        DE    K.A ADUIT REPORTS FY2019-2023    Holden bsnsy  Appendix K  Audit FY 2019-2023    TOWNOFHOLDEN: BEACH, NORIH CAROLENA Watera and! Seveer Furdi Schedule ofl Revenues and! Expenditures Budget: and Actual @Non- - GAAP) For the Fiseal Vear Ended. June 30, 2019  Schedule IR  2019 Actual  Varrance Positive (Negative)  Budget ,925,347 99,250 106,694 2,31,291 500 9,316 1,582,616 3,723,723 59,008 73,080 132,088 221,288 1,217,810 1,914,945 3,354,043 1,151,941 1.151,941 709,647 44,281 753,928 5,392,000 (1,668,277)  Revenues: Ogerating revenuess Water: and sewer charges Tap and connection fees Impact fees Other operating charges Total operating revenues Nonoperating revenues: Interest earnings FEMA reimbursements Sale of capital assets Capital charges Total revenues Expenditures: Water and sewer administration: Salaries and employee benefits Operatinge expenditures Total expenditures Operations: Salaries and employee benefits Operating expenses Capital outlay Total expenditures Non-Operating: City capital charges Total expenditures Debt services: Principal returement Interest and other charges Total expenditures Revenues over(under) expenditures  1,796,500 $ (128,847) 58,925 3,043 124,084 1,982,652 59,458 9,316 3,801 1,610,610 3,665,837 62,184 65,141 127,325 203,195 1,396,530 1,713,091 3,312,816 1,151,940 1,151,940 709,647 44,281 753,928 5,346,009 (1,680,172)  (40,325) 3,143 17,390 (148,639) 58,958 3,801 27,994 (61,687) (3,176) 7,939 4,763 18,093 (178,720) 201,854 41,227  45,991 (15,696)  64    TOWNOF HOLDENI BEACH, NORTEL CAROLENA Waterand: Sevser Fundi Schedule ofl Resenuess and Espenditures (Continued) Budgetand Actual (Nom- - GAAP) For the Fiseal Wear Ended. June 30, 2019  Schedulel uI  2019 Actua!  Wartance Pasirive (Negarive) (1,856,852) (1,706,876) (1,722,572)  Finali Budget 1,856,852 1,668,277  Other finamcing sources (uses) Transfers (to) from other funds: Capital Reserve Funds Appropriated fund balance Total and other uses to full accrual: Reconciling items: Principal retirement Depreciation Deferred outflows of resources for contributions made top pension plan in the current year Pension expense Capital outlay Change in net position  $ (188,575) $ (38,599) $ 149,916  (38,599) (1,718,771)  Revenues and other sources over (under) expenditures Reconciliation from budgetary basis (modified accrual)  709,647 (508,004) 12,393 (14,719) 1,603,287 83,833  65    Schedule: 5 Paige lati2  TOWNG oF HOLDEN BEACH, NORTH CAROLENA WATER AND SEWERFUND SCHEDULE OF REVENUES ANDI EXPENDITURES BUDGET AND ACTUAL (NON-GAAP) FOR THE YEARI ENDED. JUNE30, 2020  Variance Over/inder  Budget  Actual  Revenues: Operating revenues: Water and sewer charges Tap and connection fees Other operating charges Total operating revenues Non-operating revenues: Interest eamings FEMA reimbursements Capital charges Total non-operating revenues Total revenues Expenditures: Water and sewer administration: Salaries and employee benefits Operating expenditures Total water and sewer administration Operations: Salaries and employee benefits Operating expenditures Capital outlay Total operations Non-operating: County capital charges  S 1,740,710 $ 1,864,675 $ 123,965  90,750 127,451 1,958,911 1,500 241 L,582,616 1,584,357 3,543,268  91,700 176,334 2,132,709 32,745 1,629,266 1,662,011 3,794,720  950 48,883 173,798 31,245 (241) 46,650 77,654 251,452  62,199 78,382 140,581 248,858 1,143,845 2,608,534 4,001,237 1,149,320  58,333 104,785 163,118 214,298 1,104,447 1,051,677 2,370,422 1,127,097  3,866 (26,403) (22,537) 34,560 39,398 1,556,857 1,630,815 22,223  66    Schedule 5 Page Zafz  TOWNOF HOLDEN BEACH, NORTH CAROLINA WATER ANDSEWERI FUND SCHEDULE OF REVENUES AND EXPENDITURES BUDGET AND ACTLALINON-GAAP) FOR THE KEAR ENDED. JUNE: 30, 2020  Variance Over/Under  Budget 727,786 26,146 753,932 6,045,070 (2,501,802)  Actual 727,786 16,734 744,520 4,405,157 (610,437)  Debt service: Principal retirement Interest and other charges Total debt service Total expenditures  9,412 9,412 1,639,913 1,891,365  Revenues over (under)e expenditures Other Financing Sources (Uses): Transfers (to) from other funds: Capital reserve funds Appropriated fund balance Total other financing sources (uses) Revenues and other financing sources over (under) expenditures and other financing uses Reconciliation from Budgetary Basis (Modified Acerual) to Full Accrual: Reconciling items: Principal retirement Depreciation  (40,000) 2,541,802 2,501,802  (64,900)  (24,900) (2,541,802)  (64,900) (2,566,702) (675,337) S (675,337)  727,786 (542,655) 509 64,900 (9,795) (561) (303) (36,664) 1,051,677 579,557  Net revenue from capital reserve consolidation Capital reserve transfers-intrafund Change in deferred outflows of resources pensions Change in deferred inflows ofresources pensions Changei in net pension liability Capital outlay not capitalized Capital outlay Change in net position  67    Schedule 6  TOWN OF HOLDEN BEACH, NORIHCAROLINA SCHEDULEOFI REVENUES, EXPENDITURES. AND CHANGES IN FUND BALANCE - BUDGET AND ACTUAL (NON-GAAP)  WAIFR CAPITAL RESERME FUND FOR THE KEAR EMDED. JUNE 30, 2020  Variance Over/Under (26,766) 26,976 19,000 45,976 19,210  Budget S 26,976 $ (26,976) (26,976)  Actual  Revenues: Interest income Other Financing Sources (Uses): Transfer to other funds Transfer from other funds Total Net change in fund balance  210 $  19,000 19,000 19,210 $  68    Schedule7  TOWN OF HOLDENI BEACH, NORTHCAROLINA SCHEDULE OF REVENLES, EXPENDITURES, AND CHANGES ENI FUND BALANCE - BUDGET AND ACTUAL (NON-GAAP)  SEWER CAPITAL RESERVE FUND FOR THE YVEAR ENDED. JUNE30,2020  Variance Over/Under (44,224) 44,523 45,900 90,423 46,199  Budget $ 44,523 S (44,523) (44,523)  Actual  Revenues: Interest income Other Financing Sources (Uses): Transfer to other funds Transfer from other funds Total Net change in fund balance  299 $  45,900 45,900 46,199 S  S  $  69    Schedule6 Page LofZ  TOWN OF HOLDEN BEACH,NORTHCAROLINA WATER ANDS SEWERI FCND SCHEDULE OFI REVENLES. ANDENPENDIURES BUDGET AND ACTUAL (NON-GAAP) FOR THE YEAR ENDED. JUNE30,2021  Variance Over/Under  Budget  Actual  Revenues: Operating revenues: Water and sewer charges Tap and connection fees Other operating charges Total operating revenues Non-operating revenues: Interest eammgs FEMA reimbursements Capital charges Total non-operating revenues Total revenues Expenditures: Water and sewer administration: Salaries and employee benefits Operating expenditures Total water and sewer administration Operations: Salaries and employee benefits Operating expenditures Capital outlay Total operations Non-operating: County capital charges  2,355,349 $ 1,893,652 $ (461,697)  76,000 152,652 2,584,001 10,211 18,597 1,156,390 1,185,198 3,769,199  95,200 119,992 2,108,844 1,212 18,838 1,208,292 L,228,342 3,337,186  19,200 (32,660) (475,157) (8,999) 241 51,902 43,144 (432,013)  63,718 88,187 151,905 304,923 1,836,565 2,345,983 4,487,471 1,144,390  63,890 66,337 130,227 281,352 1,117,492 1,933,716 3,332,560 1,127,038  (172) 21,850 21,678 23,571 719,073 412,267 1,154,911 17,352  68    Schedulle 6 Page 2u af2  TOWN OF HOLDEN BEACH, NORIHCAROLINA WATER. ANDS SEWER FLND SCHEDULEOFI REVENUES. ANDI EXPENDITURES BLDGET. AND ACTUAL (NON-GAAP) FOR THE YEAR ENDED. JUNE: 30, ZOZI  Variance Over/Under  Budget 117,817 20,844 138,661 5,922,427  Actual 117,817 10,718 128,535 4,718,360  Debt service: Principal retirement Interest and other charges Total debt service Total expenditures  10,126 10,126 1,204,067 772,054  Revenues over (under) expenditures Other Financing Sources (Uses): Transfers (to) from other funds: Capital reserve funds Capital lease proceeds Appropriated fund balance Total other financing sources (uses) Revenues and other financing sources over (under) expenditures and other finançing uses Reconciliation from Budgetary Basis (Modified Accrual) to Full Accrual: Reconçiling items: Principal retirement Capital lease proceeds Depreciation  (2,153,228) (1,381,174)  (77,800) 323,852 1,907,176 2,153,228  (54,300) 305,193 250,893  23,500 (18,659) (1,907,176) (1,902,335)  S  (1,130,281) $ (1,130,281)  117,817 (305,193) (564,067) 59 54,300 9,269 1,080 1,069 (17,748) (70,711) 1,933,716 29,310  Net revenue from capital reserve consolidation Capital reserve transfers intrafund Change in deferred outflows of resources pensions Change in compensated absences Change in deferred inflows of resources pensions Change in net pension liability Capital outlay not capitalized Capital outlay Change in net position  69    Sckedule7  TOWNI OFI HOLDEN BEACH,NORTHCAROLINA SCHEDULE OE REVENUES, EXPENDITURES. ANDCHANGES ENI FUNDI BALANCE - BUDGET. AND ACTUAL (NON-GAAP)  WATER CAPITAL RESERVE FUND FOR" THE YEARI ENDED. JUNE: 30, 2020  Variance Over/Lnder 20 $ (59,713) 99,733 (23,500) 76,233 16,520  Budget $ 59,733 S (99,733) 40,000 (59,733)  Actual  Revenues: Interest income Other Financing Sources (Uses): Transfer to other funds Transfee from other funds Total Net change in fund balance  16,500 16,500 16,520 $  70    Schedules  TOWN OF HOLDEN BEACH, NORTH CAROLINA SCHEDULE OF REVENUES, EXPENDITURES, ANDCHANGES INFUND BALANCE - BUDGET. AND ACTUAL (NON-GAAP)  SEWER CAPITAL RESERVE FUND FOR THE VEAR ENDED. JUNE 30, 2021  Variance Over/Under 39 $ (22,271) 60,110 60,110 37,839  Budget $ 22,310 $ (60,110) 37,800 (22,310)  Actual  Revenues: Interest income Other Financing Sources (Uses): Transfer to other funds Transfer from other funds Total Net change in fund balance  37,800 37,800 37,839 S  $  71    Schedule 7 Page Lof2  TOWNOF HOLDEN BEACH, NORIHCAROLINA WATER AND: SEWERI FUND SCHEDULE OF REVENUES ANDI ENPENDITLRES BUDGET AND ACTUAL (NON-GAAP) FORTHE YEAR ENDED. JUNE30, 2022  Variance Over/Under  Budget  Acfua!  Revenues: Operating revenues: Water and sewer charges Tapa and comection fees Other operating charges Total operating revenues Non-operating revenues: Interest earnings Lease revenue Capital charges Total non-operating revenues Total revenues Expenditures: Water and sewer administration: Salaries and employee benefits Operating expenditures Total water and sewer administration Operations: Salaries and employee benefits Operating expenditures Capital outlay Total operations Non-operating: County capital charges Debt service: Principal retirement Interest and other charges Total debt service Total expenditures  2,217,520 $ 2,260,502 $ 86,000 152,652 2,456,172 10,212 1,202,071 1,212,283 3,668,455  42,982 9,626 (91,477) (38,869) 759 59,758 68,251 128,768 89,899  95,626 61,175 2,417,303 10,971 59,758 1,270,322 1,341,051 3,758,354  67,224 101,216 168,440 365,650 1,399,829 2,120,994 3,886,473 1,190,070 143,983 40,230 184,213 5,429,196  59,591 72,610 132,201 359,967 1,261,172 254,855 1,875,994 1,120,506 143,983 39,248 183,231 3,311,932  7,633 28,606 36,239 5,683 138,657 1,866,139 2,010,479 69,564  982 982 2,117,264  76    Schedule 7 Page Zofz  TOWN OF FOLDEN BEACH, NORTHICAROLINA WATER ANDSEWER FUND SCHEDULE OFI REVENUES. AND EXPENDITURES BLDGET AND. ACTEAL (NON-GAAP) FOR" THE YEAR ENDEDJINE30,1022  Variance Over/Under 2,207,163  Budget (1,760,741)  Actual 446,422  Revenues over (under) expenditures Other Financing Sources (Uses): Transfers (to) from other funds: Capital reserve funds (intrafund, net) Loan proceeds Total other financing sources (uses) Revenues and other financing sources over (under) expenditures and other financing uses Reconciliation from Budgetary Basis (Modified Accrual) to Full Accrual: Reconciling items: Principal retirement Loan proceeds Depreciation  (146,435) 1,907,176 1,760,741  (146,435) 2,569,190 2,422,755  662,014 662,014  2,869,177 $ 2,869,177  143,983 (2,569,190) (622,111) 65 146,435 24,552 10,389 (3,830) (46,553) 42,376 (232,892) 254,855 $ 17,256  Net revenue from capital reserve consolidation Capital reserve transfers intrafund Capital items charged to operating expenses Change in deferred outflows of resources pensions Change in compensated. absences Change in deferred inflows ofresources- pensions Change in net pension liability Capital outlay not capitalized Capital outlay Change in net position  77    Schedule7 Pagekofz  TOWN OE HOLDEN BEACH. NORTH CAROLINA WATER ANDS SEWER FLND SCHEDULEOF REVENUES AND EXPENDITURES BUDGET. AND. ACTUAL (NON-GAAP) FOR THE YEAR ENDED. JUNE 30, 2023  Variance Over/Under  Budget  Actual  Revenues: Operating revenues: Water and sewer charges Tap ande connection fees Other operating charges Total operating revenues Non-operating revenues: Interest earings Sale of capital assets Lease revenue Capital charges Total non-operating revenues Total revenues Expenditures: Water and sewer administration: Salaries and employee benefits Operating expenditures Total water and sewer administration Operations: Salaries and employee benefits Operating expenditures Capital outlay Total operations Non-operating: County capital charges Debt service: Principal retirement Interest and other charges Total debt service  2,498,240 $ 2,268,460 $ (229,780)  86,000 164,501 2,748,741 10,212 7,988 1,429,575 1,447,775 4,196,516  65,91P 61,917 2,396,288 54,077 7,100 59,758 1,495,831 1,616,766 4,013,054  (20,089) (102,584) (352,453) 43,865 (888) 59,758 66,256 168,991 (183,462)  68,869 101,447 170,316 365,901 1,865,218 3,732,079 5,963,198 988,132 320,817 192,769 513,586  72,921 81,340 154,261 355,572 1,538,230 255,201 2,149,003 988,131 320,817 192,769 513,586  (4,052) 20,107 16,055 10,329 326,988 3,476,878 3,814,195  78    Schedule7 Page Zoff2  TOWNG OF HOLDEN BEACH, NORTH CAROLPNA WATER. AND SEWER FEND SCHEDULE OF REVENDES. AND EXPENDEFURES BLDGET. AND ACTUAL (NON-GAAP) FOR THE YEAR ENDED JUNE 30, 2023  Variance Over/Under 3,830,251 3,646,789  Budget 7,635,232 (3,438,716)  Actual 3,804,981 208,073  Total expenditures Total revenues  Other Financing Sources (Uses): Transfers (to) from other funds: Capital reserve funds (intrafund, net) Loan proceeds Subscription liability issued Appropriated fund balance Total other financing sources (uses) Revenues and other finançing sources over (under) expenditures and other financing uses Reconciliation from Budgetary Basis (Modified Accrual) to Full Accrual: Reconciling items: Principal retirement Depreciation and amortization Net revenue from capital reserve consolidation Capital reserve transfers intrafund Change in deferred outflows of resources pensions Change in compensated: absences Change in deferred inflows of resources pensions Subscription liabilities issued Subscription assets capitalized Principal payments- subscriptions Change in net pension liability Capital outlay not capitalized Capital outlay Change in net position  44,714 3,166,843 227,159 3,438,716  44,714 5,132 49,846  (3,166,843) 5,132 (227,159) (3,388,870)  S  257,919 $ 257,919  320,817 (633,325) 106,255 (44,714) 27,623 4,579 47,763 (5,132) 5,132 3,061 (84,138) (117,854) 250,069 138,055  79    L. BULK SERVICE AGREEMENT  BRUNSWICK COUNTY    lol    Appendix L  Bulk Water Service Agreement  Brunswick County    WHOLESALE BULKI WATER SERVICE AGEEIENT  (EXCLUSIVE WITH3 MINIMUM PURCHASES)  THIS WHOLESALE BULK WATER SERVICE AGREEMENT, (this Agreement") dated as of the Ist day of September, 2021, by and between the COUNTY OF BRUNSWICK, a political subdivision of the State of North Carolina (the Coumzy), and the TOWN OF HOLDEN BEACH. a mumecipal corporation organized under the laws of the State of North Carolina (the "Town") BS made pursuant to North Carolina Gemeral Statutes. Article 20, Part L of Chapter 160A: Article 16, Part I of Chapter 160A: and Article 15 of Chapter 153A. and ir consideration ofthe promises made to one: another in this Agreement. as follows: WHEREAS. City desires to obtain an adequate and dependable water supply from WHEREAS. County owns and operates a water system with a capacity currently capable of serving the present customers of the County's system and the estimated WHEREAS. Town acknowledges and understands that this Agreement establishes: a minimum amount oft treated water that the Town is obligated to pay for: and WHEREAS, Town acknowledges and understands that County determines the rates  the County:and  number of water users to be served by the Town: and  tol be paid by the Town: and  WHEREAS. Town is voluntarily entering into this Agreement.  NOW. THEREFORE. in consideration of the mutual covenants and agreements herein contained. the County agrees to furnish water, and Town agrees to pay for water, upon the terms and conditions and for the consideration hereinafter set forth,  to wit:  SECTION1 DEFINITION OF TERMS  1.1 Definitions. The following terms and expressions as used in this Agreement. unless the context clearly shows otherwise. shall have the following  meanings:  1    (a) "Monthly Minimum Usage" means the minimum amount of treated water Town mmust compemsate the County for during the Monthly Payment Period. and each mmonth hereatter.regardless of whether Customer  actually-takes such quantity of wates.  (b) Momthly Payment" means the amount ofmoney to be paid 10 the (c) Monthis Payment Period means any calendar month. (ds "Agreement Date" means the effective date of this Agreement (e) "Customer" means anycustomer with which the County-contracts () -Daily Average" means the total annual volume delivered to the Town divided by the number of days in the calendar vear. provided at the  County by Town during each Monthly Payment Period.  asset forth on the first page hereof. with to furnish water.  Point(s) of Delivers.  (g) Emergency Condition" means a condition that threatens the (hi Town's Peaking Factor means the annual peak day demand of the Town as determined from the total water volume going through ail of the Town's Point(s) of Delivery during the peak day divided by annual average  puble health. safety.or welfare.  daily demand.  (i) "Point of Delivery" means the metering point(s) between the provision of service by the County to Town. all facilities upstream of which shall be the sole responsibility of the County. and all facilities downstream of which shall be the sole responsibilityofthe Town. There mayl be multiple Point of Delivery locations for the Town. The meter. meter vault. associated check  vaives, and valves are the property ofthe County  () "System" means, collectively, the water storage. treatment. transmission. distribution. and supply components comprising an entity's  potable waterinfastructure.    SECTION: WATER. SERVECE  2.1 Mimimum TakegrParquamtits. The Countyagreest to sell tot the Towm at the Point(s) of Delivery defined hereafter. and Town agrees to purchase and take at said Point(s) of Delisers. treated water provided at a rate no greater than the Masimumm Instantaneous Demand and pressure stated heremn. Town agrees to pay the monthly Mimimum Usage Charge as andiçated OnD the County'spublished rate: and fee sheet (with payment required whether OE not the actual amount is taken) as  consideration for the provision of treated water.  2,2 Minimum meter size. The minimum meter size for new or replacement meters shall be S. No terer shall be downsized without mutual agreement from  both parties,  2.3 Maximum Instantaneous Demand. The maximum instantaneous demand through any single meter of Town during the term oft this Agreement shall not esceed either the masimum instantaneous demand capacity of the meter according to the manufacturer's meter specifications or the following standard maximum instantaneous demands based on meter size. whicheverisl less:  Meter Size 6" $" 10" 12"  Rate 900 gpm 1700 gpm 2200 gpm 3100 gpm  County shall not be obligated to supply water at a rate in excess of the maximum instantaneous demand specified herein. In the event that a meter registers in excess oft the maximum instantaneous demand rate three or more times in any thirty--day period. the County shall have the right to install a larger size meter and appurtenances at the Town's expense. The Town shall be obligated to pay monthly fees based on the new meter size in accordance with the County's standard rate and  fee sheet.  2.4 Daily Demand. In order to provide for the public health and welfare. the County will use its best efforts to develop additional treatment capacity for all customers of the water system as needed to meet the water treatment needs of all customers and will use sound financial planning to provide funds through rates. user fees. and related charges to provide the requisite facilities to meet such needs. The daily supply available to each customer is subject to limitations upon the County's ability to meet such demands caused by (a) the amount of raw water available to the  -3-    County through its wells anc from its allocated capacity in the Lower Cape Fear Water & SewerAuthorityraw, wvater system. (b) the amount of water available from the Cape Feaz River as part of the eguatop-determines "safe yield" 01 actualls available during daought conditions. (c) the ohligations of The Counts pursuamt to Water Service Agreements to delaver treated water to other customers. (d) the capacity ofthewater system. (e) completion ofany improvemenis the County elects to make to enable it to provide addational treated water to its Customers, Upon request by the Counzy. Town shall provide a map detailing areas supplied or to be supplied by the Town as well as updated. estimated peak day demands and annual water system demands for the current year and the next four years at a mmmum. 2.5 Qualitv. The Countyagrees tofurnish the Town, at the Poinz of Delivery specified herein. potable treated water meeting applicable quality standards of the North Carolina Department of Environmental Quality, Division of Water Resources. Itis acknowledged by both parties that currently the County primarily uses chloramines as a residual disinfectant but must change to free chlorine for some period each vear and this may result in changes in taste and odor The County will provide advance notification ofthese changes to the Town. The Town acknowledges that the water quality and responsibihty for fushing downstream of the Point(s) of  Deliveryis the Town's responsibility:  2.6 Point(s)o of Deliverv. The Points of Delivery for the Town are located at: 127 Jordan Blvd. under the Holden Beach bridge (S" meter) and the end of Seagull Dr.( (Stwo-way meter). Town agrees to contract with the County for storage capacity or construct adequate water storage so that the maximum rate of delivery will not exceed the maximum instantaneous demand stated herein and s0 that the Town's Peaking Factor does not exceed 3.0(annual peak day demand divided by annual New points of delivery providing water service to locations within thej jurisdiction of the Town may be approved by the County. Town agrees to furnish the site at the Point ofDelivery. Town shall design and construct a separate vault for the new Point of Delivery in accordance with County specifications and details. The County will review: and approve the design prior to construction. The vault will include the billing meter. control valve. isolation valves, various appurtenances. and appropriate SCADA equipment. The Town shall bear all costs associated with such installation and shall deed and dedicate the facilities to the County upon completion andl  average daily demandy.  acceptance by the County.  2.7 Water Pressure. County shall furnish water at operating pressures as required by the North Carolina Department of Environmental. Quality, Division of Water Resources at the Point(s)otDelivery. IfTown requires a greater pressure than that which meets the regulatory requirements. then Town shall bear the cost of  4-    providing such greater pressure. Emmergency failures ofpressure or supply due to lme breaks. power: failure.flood. fire and use ofwatertoi fight fire. earthquake. hurricane, unavailability or contamination of ras water, 01 orher catastrophe shall excuse County from this provision for such easonable period oftime as may be meoessaryto  effectuate repairs and restone service.  2.8 Meter Reading. The Counts shall provide a meter reading at Gr mear the end of each calendar month that may be used in conjunction with the previous reading to approsamate the flow through the meter during the calendar month. The Town shall have access to the meter for reading purposes only. but all adjustments  and maintenance shall be performed by the County.  2.9 Testing of meters- The County may. at any point. and the Tosn may request in writing not more than once in any twelve (12) month time perzod. the County to test or return the meter tO the manufacturer for assessment. Hfupon any test. the percentage of inaccuracy of any billing meter equipment is found to be in excess of three percent (3"o). registration thereof shall be corrected for a period estending back to the time when such inaccuracy began. ifsuch time is ascertainable. and if such time 1s not ascertainable. then for a period extending back one-halfa/2, ofthe time elapsed since the last date ofcalibration. but in no event furtherback than ap period oftwelve (12) months. Iffora any reason any billing meters are out of repair so that the amount of water delivered cannot be ascertained or computed from the reading thereof. the water delivered through the period such billing meters are out of service or out of repair shall be estimated upon the basis of the best data available. Otherwise. the amount of water delivered during such period may be estimated (i) by correcting the error ifthe percentage oft the error is ascertainable by calibration tests or mathematical calculation. or (ii) estimating the quantity of delivery by deliveries during the preceding periods under similar conditions when the billing meter or meters were registering accurately. The cost of meter testing or assessment performed at the request of the Town shall be borne by the County if the meter is found to be reading in excess of 103"a of actual flow amounts through the meter:  otherwise these costs shall be paid by the Town.  2.10 County as Exclusive Water Provider. The Town shall not acquire. or produce w'ater from any source other than the County: provided however. the Town may at all times without the County's consent obtain treated water from, and maintain. repair and replace treated water systems in existence and owned and operated by the Town at the time the Town first purchased water from the County. Increasing the capacity of these systems is allowed only with written authorization  from the County.    22.11 Temporary Intersuptions Thex County may at any time shut off watea due to accident. emergency, for the purpose of malking connections. alterations. aepairs, and aprethwataste. The Countywill useits best effortsto give motice in adrance of water seavice interruptions when such interruptions can be reasonabls expected. It is the obligation of the Town to protect Town's facilities 50  that damage will not occur if water is shut off without notice.  2.12 Curtailment ItisE recognized by both parties that curtailment measures may have to be implemented to meet an emergency condition. Ifthe Counzy reduces the amount of treated water available to its customers. it will reduce the suppls available to each user in accordance with the latest approved Water Shortage Response Plan. The Town agrees to approve and enforce the County's Water Shortage Response Plan and Water Ordinance. or similar Plan and Ordinance nol less  stringent for its own ratepayers.  2.13 County Facilities In the event that the Town annexes or otherwise expands their boundaries into areas served by County facilities. Townacknowledge:  the County's right to provide service within these areas.  SECTION: 3 PAYMENT AND BILLING  3.1 Rates and Fees. Rates and fees are determined using the cost of service principles as described in manual M-1 by the American Water Works Association (AW'WA). as they may be amended from time to time. The County shall review and amend its rates and fees on an annual basis and shall publish these prior to July 14 of each year. Town agrees to pay applicable wholesale rates. fees. and charges assessed by the Countya as indicated on the approved Rate and Fee schedule. Current wholesale rates. which are subject to change. include a Base Service Charge. Minimum Usage Charge, and a volumetric rate per 1000 gallons used. 3.2 Billing. On a monthly basis. County shall bill Town for water service provided through each bulk meter. The bills shall be payable within 30 days oft the  date of the invoice.  3.3 Maximum Daily Demand. It is recognized by the County and the Town that the Town's Water Service Agreement constitutes an essential part of the County's financing plan and Capital Improvement Pian. The Town shall make payment each month throughout the term of this Agreement in accordance with the County's published rates and fees. The size and mumberefmsrtaintsart Delivery) impact the revenue available for expansion. operation. and maintenance of the  system and may not be altered without the County's consent.  -6-    3,41 Limitation on Resale. After the date ofthis Agreement, unless required to do otherwise bs an applicable aregulators authority or a couat of competent jurisdiction. Town shall mot eater imto, remes, or amend with regard to volume of waterto be supplied. anya agreement to provide wholesale or new netail waterf foruse outside ats corporate boundaries unless each such agreement 15 approved by the County The Town may contimue to provide water: service to locations that it currently serves outside of its corporate boundaries as of the date of this agreement. Town shail not become a party to any contract for the sale of water to another water provider water-wheelng). The Counzy will use RES best efforts to furnish and remain in a position to furnish water sufficient for all reasonable treated water requirements of Town. but as obligation shall be limited to the amount of treated  water availabie to it from the System during routine operation.  SECTION. -  TERM. TERMINATION., AND RENEWALOFAGREEMIENT +1 This Water Service Agreement shall be in full force and effect for a period ending -June 30. 2061. Following the term. this Agreement shall automatically renew for one. (1) vear terms unless a party gives notice to the other party of non- renewal not less than one hundred eighty (180) days prior to expiration of the then-  current term.  4.2 This Agreement may otherwise be terminated only by mutual agreement of the parties. A mutually agreeable termination of this Agreement will be on such terms as the parties may agree at the time in question. Each party hereto reserves to itself all legal rights and remedies available at law or in equity in the  event of any other breach of this Agreement by the other. the parties. adopted with the same formality as the original.  4.3 This Agreement may be renewed or amended by mutual agreement of  SECTIONS  REPRESENTATATIONSAND COVENANTS  5.1 Each party to this Agreement represents to the other party each of the following as of the effective date of this Agreement, and covenants with the other  party that each such representation will remain true and correct:    5.1.1 Ithasfull posver and authorityt toe enterinto this Agreement. and to enteu 5.1.2 Rt has hy proper action authorized the execution and delivery of this 5.1.3 The execution. delivery. and performance of this Agreement does mot violate or conflict with or require any consent or waiver under any of the terms or conditions BI2 its governang documenes GE ans matertal Agreement to which at 15 a party orby which any ofits assets are bound or affected. or any law. rule. regulation. order. writ.) 3 judgment. decree or other legal or regulatory determination applicableto  into and cary ourthetransaction: contemplated by this Agreement. Agreement and is not in default under ans provisions ofthis Agreement.  it.  5.1.4 This Agreement constitutes a legal. valid and binding obligation enforceable at law and in equity in accordance with its terms and. to the estent that certamn remedies under this Agreement require or may require enforcement by a court. such principles of equity as the court having jurisdiction may impose. 5.1.5 It will comply with all applicable federal. state and local laws with respect to any activities conducted under or pursuant to this Agreement. 5.1.6 No elected or appointed official OF employee has any iterest (financial. employment. or other) in the transactions contemplated by this Agreement. 5.1.7 It will take no act (or engage in any failure to act) that will prevent. delay. obstruct. frustrate. or otherwise impair or undermine the activities conducted under or pursuant to this Agreement. except as may be necessary to enforce this Agreement or ensure compliance with applicable laws. regulations. and ordinances.  SECTION6  MISCELLANEOUS PROVISIONS  6.1 Exhibits. All exhibits. if any. referenced in this Agreement are 6.2 Amendment to Agreement. This Agreement may be modified Or amended only by written amendments that are approved and signed on behalfofboth  incorporated herein by reference as integral parts ofthis Agreement.  Parties in the same manner as original adoption.  6.3 No assignment without consent. Neither party shall assign this Agreement (or assign any right or delegate any obligation contained herein whether such assignment is of service. of payment or otherwise) without the prior written consent of the other party hereto. Any such assignment without the prior written    consent ofthe other party hereto shall be void. An assignee shall acquire no rights. and County: shall not recognize amy assignment an violation of this provision. 6.45 Gorerninglaw and vemue. This Agreement shail be govemned hy: applicable federal law and by the laws a ofthe State ofNorth Canolina without regard for its choice of law provisions. All acticns relating in ans way to this Agreement shall be brought an the Gemeral Court of Justice of the State of North Carolma in Brunswick County OE in the Federal Districe Court for the Eastern District of North  Carolina. Wilmington division.  6.5 Dispute resolution. Should a dispute arise as to the terms of this Agreement. both parties agree that neither may initiate binding arbitration. The parties may agree EO non-binding mediation of any dispute prior to the bringing of  any suit or action,  6.6 Governmental Immunity. Each party. to the extent applicable. does not waive its governmental immunity by entering intothis Agreement and fully retains all immunities and defenses provided by law with regard to any action based on this  Agreement.  6.7Non-WWaiver Failure by a party at any time to require the performance of any of the provisions of this Agreement shall in no way affect the party's right hereunderto enforce the same. nor shall any waiver by a party ofany breach be held  tol be a waivero ofany succeeding breach or a waiver of this Section.  6.8 NoThird-Party Beneficiaries. Nothing in this Agreement shall give any person other than the parties anyrights to enforce any provision oft this Agreement.  There are no intended third-party beneficiaries ofthis Agreement.  6.9 Entire Agreement. This Agreement constitutes the entire agreement between the parties with respect to the subject matter herein. There are no other representations. understandings or agreements between the parties with respect to  -9-    such subject matter. This Agreement supersedes all prior agreements, negotiations.  representations and proposals. written or oral.  6.10 Headings The headings Ima this Agreement ane for conveniemce of reference onls and shall not define or Jimmit any oftheterms or provisions hereof. 6.11 Severabilitv. The invalidity of one or more of the phrases. sentences. clauses or sections contammed in this Agreement shall not affect the validity of the remaining portion of the Agreement 50 long as the material purposes of this Agreement can be determined and effectuated. lfa provision of this Agreement is held to be unenforceable. then both parties shall be relieved of all obligations arising under such provision. but only to the extent that such provision is unenforceable. and this Agreement shall be deemed amended by modifying such provision to the extent  necessary to make it enforceable while preserving its intent.  6.12 Notices  a. Deliverv of Notices. Any notice. consent or other communication required or contemplated by this Agreement shall be in writing. and shall be delivered in person. by U.S. mail. bys overnight courier. by electronic mail or by facsimile tO the intended recipient at the address set forth below. b, Effective Date Of Notices. Any notice shall be effective upon the date of receipt by the intended recipient: provided that any notice which is sent by facsimile or electronic mail shall also be simulitaneously sent by mail deposited with the U.S. Postal Service or by overnight courier. - Notice Address. Communications that relate to ans breach, default. termination. delay in performance. prevention of performance. modification. extension. amendment or waiver of any provision of this  Agreement shall be sent to:  i. Forthe County: Brunswick County Manager  P.O. Box 249 Bolivia. NC 28422 Fax: 910-253-2022 Town of Holden Beach Manager 110 Rothschild Street Holden Beach, NC 23462  ii. Fort the Town:  6.13 Signatures This Agreement. together with any amendments or modifications. may be executed in one o1 more counterparts. each of which shall be deemed an originaland: all ofv which shall be considered one and the same agreement.  -10-    This Agreement may also be esecuted electronically. By signing electronically. the parties indicate theirimtent to comply wwitha the Electronic Commerce in Govermment Act (N.C.G.S $ 66-358.1 et seq.) and the Uniform Electromic Transactions Act (N.C.G.SS66-311 et seq Delivery ofa an execubed counterpart of this Agreememtby eithee electrontc means or by facsimile shall be as effective as a manually executed  counterpart. BRUNSWICK By: Printed Namf Title: Chuirmun Date: Sla12L  E  TOWN OF HOLDENI BEACH  OF HOL  SEM rati:  MAE  Printed Name: Alan Holden Title: Mayor  2  Date: Julyao,aoal  "This instrument has been preaudited in the manner required by the Local  Government Budget and Fiscal Control Act." /Julie A. Miller, Director of Fiscal Operations Brunswick County, North Carolina APPROYED. ASOFOR.M7 Robert V.Shaver. AE  Lhal  This document had been pre-audited in the manner reyured by the Local Goverament Budget and Fiscal Contul Act  Jr./Ceunty Attorneyl  Bryan W. Batton, Assistant County Attorney  9M  -11-