邢唷��>�  kn���`abcdefghij~����������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������������欹� ��WYbjbjn1n1 M� [鑗 [鑗6€�B�������n'n'55P5P5P5t�����5�5�5��6�€;\ �5k�蹺�琔(訳訳訳W�:[5_EWjYjYjYjYjYjYj$n�緋�}jQP5cM斛@5�"cMcM}j55訳訳!�蝚cM�58訳P5訳WjcMWj� 85�8訳����衅 }忍�����]QJ'Cj鋔0k!(�宷宷$�8宷P5�8�1cMcMcMcMcMcMcM}j}jcMcMcMkcMcMcMcM��������������������������������������������������������������������宷cMcMcMcMcMcMcMcMcMn'X �3:    TOC \o "1-3" \h \z \u  HYPERLINK \l "_Toc112861513" 1 INTRODUCTION  PAGEREF _Toc112861513 \h 1�3  HYPERLINK \l "_Toc112861514" 2 REGULATORY FRAMEWORK  PAGEREF _Toc112861514 \h 2�4  HYPERLINK \l "_Toc112861516" 2.1 Building Code  PAGEREF _Toc112861516 \h 2�4  HYPERLINK \l "_Toc112861517" 2.2 Safe Work Australia  PAGEREF _Toc112861517 \h 2�4  HYPERLINK \l "_Toc112861518" 3 OPERATING A PUBLIC POOL  PAGEREF _Toc112861518 \h 3�5  HYPERLINK \l "_Toc112861519" 3.1 Additional Operational Steps for Public Spa Pools  PAGEREF _Toc112861519 \h 3�6  HYPERLINK \l "_Toc112861520" 3.2 Closing a Spa Pool  PAGEREF _Toc112861520 \h 3�7  HYPERLINK \l "_Toc112861521" 4 MAINTAINING PUBLIC POOLS AND SPA POOLS  PAGEREF _Toc112861521 \h 4�8  HYPERLINK \l "_Toc112861522" 4.1 Maintenance or Repair  PAGEREF _Toc112861522 \h 4�8  HYPERLINK \l "_Toc112861523" 4.2 Off-season maintenance  PAGEREF _Toc112861523 \h 4�9  HYPERLINK \l "_Toc112861524" 4.2.1 Procedure for off-season maintenance  PAGEREF _Toc112861524 \h 4�10  HYPERLINK \l "_Toc112861525" 4.3 Pool Cleaning  PAGEREF _Toc112861525 \h 4�11  HYPERLINK \l "_Toc112861526" 4.3.1 Around pool and changing rooms  PAGEREF _Toc112861526 \h 4�11  HYPERLINK \l "_Toc112861527" 4.3.2 Bottom of pool (pool floor)  PAGEREF _Toc112861527 \h 4�12  HYPERLINK \l "_Toc112861528" 4.3.3 Emptying the pool  PAGEREF _Toc112861528 \h 4�12  HYPERLINK \l "_Toc112861529" 4.3.4 Cleaning spa pools and water features  PAGEREF _Toc112861529 \h 4�12  HYPERLINK \l "_Toc112861530" 5 SURFACE WATER REMOVAL  PAGEREF _Toc112861530 \h 5�13  HYPERLINK \l "_Toc112861531" 6 CIRCULATION AND FILTRATION  PAGEREF _Toc112861531 \h 6�14  HYPERLINK \l "_Toc112861532" 6.1 Bather load  PAGEREF _Toc112861532 \h 6�14  HYPERLINK \l "_Toc112861533" 6.2 Circulation rate  PAGEREF _Toc112861533 \h 6�14  HYPERLINK \l "_Toc112861534" 6.3 Pool turnover time  PAGEREF _Toc112861534 \h 6�14  HYPERLINK \l "_Toc112861537" 6.3.1 Calculating Turnover Time  PAGEREF _Toc112861537 \h 6�15  HYPERLINK \l "_Toc112861538" 6.4 Filtration  PAGEREF _Toc112861538 \h 6�16  HYPERLINK \l "_Toc112861540" 6.4.1 Filtration Systems  PAGEREF _Toc112861540 \h 6�16  HYPERLINK \l "_Toc112861541" 7 DISINFECTION  PAGEREF _Toc112861541 \h 7�19  HYPERLINK \l "_Toc112861544" 7.1 Primary Disinfectants  PAGEREF _Toc112861544 \h 7�19  HYPERLINK \l "_Toc112861545" 7.1.1 Chlorine-based  PAGEREF _Toc112861545 \h 7�19  HYPERLINK \l "_Toc112861546" 7.1.2 Bromine-based  PAGEREF _Toc112861546 \h 7�20  HYPERLINK \l "_Toc112861547" 7.2 Secondary Disinfectants  PAGEREF _Toc112861547 \h 7�21  HYPERLINK \l "_Toc112861548" 7.2.1 Ultraviolet disinfection  PAGEREF _Toc112861548 \h 7�21  HYPERLINK \l "_Toc112861550" 7.2.2 Ozone  PAGEREF _Toc112861550 \h 7�21  HYPERLINK \l "_Toc112861551" 7.2.3 Chlorine dioxide  PAGEREF _Toc112861551 \h 7�22  HYPERLINK \l "_Toc112861552" 8 CONTROLLING DISINFECTION BY-PRODUCTS  PAGEREF _Toc112861552 \h 8�23  HYPERLINK \l "_Toc112861553" 8.1 Reducing Disinfection By-Products  PAGEREF _Toc112861553 \h 8�23  HYPERLINK \l "_Toc112861554" 8.1.1 Reducing Combined Chlorine  PAGEREF _Toc112861554 \h 8�23  HYPERLINK \l "_Toc112861555" 8.1.2 Reducing Brominated Disinfection By-Product  PAGEREF _Toc112861555 \h 8�25  HYPERLINK \l "_Toc112861556" 8.1.3 Reducing Chlorite and Chlorate  PAGEREF _Toc112861556 \h 8�25  HYPERLINK \l "_Toc112861557" 8.2 Characteristics of pool water disinfectants  PAGEREF _Toc112861557 \h 27  HYPERLINK \l "_Toc112861558" 9 WATER BALANCE  PAGEREF _Toc112861558 \h 9-29  HYPERLINK \l "_Toc112861559" 9.1 pH  PAGEREF _Toc112861559 \h 9-29  HYPERLINK \l "_Toc112861560" 9.2 Total Alkalinity  PAGEREF _Toc112861560 \h 9-29  HYPERLINK \l "_Toc112861561" 9.3 Calcium Hardness  PAGEREF _Toc112861561 \h 9-29  HYPERLINK \l "_Toc112861562" 9.4 Total Dissolved Solids  PAGEREF _Toc112861562 \h 9-30  HYPERLINK \l "_Toc112861563" 9.5 Temperature  PAGEREF _Toc112861563 \h 9-30  HYPERLINK \l "_Toc112861564" 9.6 Langelier Saturation Index  PAGEREF _Toc112861564 \h 9-30  HYPERLINK \l "_Toc112861565" 9.6.1 Corrections to the Langelier Saturation Index  PAGEREF _Toc112861565 \h 9-31  HYPERLINK \l "_Toc112861566" 10 PROPER DOSING AND MONITORING OF SWIMMING POOLS AND SPA POOLS  PAGEREF _Toc112861566 \h 10-32  HYPERLINK \l "_Toc112861567" 10.1 Monitoring water quality  PAGEREF _Toc112861567 \h 10-32  HYPERLINK \l "_Toc112861568" 10.2 CT Value  PAGEREF _Toc112861568 \h 10-32  HYPERLINK \l "_Toc112861572" 10.3 Risk factors  PAGEREF _Toc112861572 \h 10-33  HYPERLINK \l "_Toc112861573" 11 INCIDENT RESPONSE  PAGEREF _Toc112861573 \h 11-35  HYPERLINK \l "_Toc112861574" 11.1 Cryptosporidium and/or general suspected illness or possible outbreak  PAGEREF _Toc112861574 \h 11-35  HYPERLINK \l "_Toc112861575" 11.2 Formed Stool and Vomit Contamination Response  PAGEREF _Toc112861575 \h 11-36  HYPERLINK \l "_Toc112861576" 11.2.1 Remedial steps:  PAGEREF _Toc112861576 \h 11-36  HYPERLINK \l "_Toc112861577" 11.3 Diarrhoeal (Loose Stool) Incident Response  PAGEREF _Toc112861577 \h 11-37  HYPERLINK \l "_Toc112861578" 11.3.1 Remedial steps:  PAGEREF _Toc112861578 \h 11-37  HYPERLINK \l "_Toc112861579" 11.4 Contaminated Surface Incident Response  PAGEREF _Toc112861579 \h 11-38  HYPERLINK \l "_Toc112861580" 11.5 Failure to meet microbiological parameters  PAGEREF _Toc112861580 \h 11-38  HYPERLINK \l "_Toc112861581" 11.5.1 Remedial steps:  PAGEREF _Toc112861581 \h 11-38  HYPERLINK \l "_Toc112861582" 11.6 Public Spa Pools Incident Response  PAGEREF _Toc112861582 \h 11-38  HYPERLINK \l "_Toc112861583" 12 TROUBLESHOOTING GUIDE  PAGEREF _Toc112861583 \h 40  HYPERLINK \l "_Toc112861584" 12.1 Water Balance  PAGEREF _Toc112861584 \h 40  HYPERLINK \l "_Toc112861585" 12.2 Disinfection  PAGEREF _Toc112861585 \h 41  HYPERLINK \l "_Toc112861587" 12.3 Sensory Quality  PAGEREF _Toc112861587 \h 42  HYPERLINK \l "_Toc112861588" 12.4 Utility  PAGEREF _Toc112861588 \h 44  HYPERLINK \l "_Toc112861589" 13 APPENDIX  PAGEREF _Toc112861589 \h 45  HYPERLINK \l "_Toc112861590" 13.1 Daily Log Sheet - Check prior to opening  PAGEREF _Toc112861590 \h 45  HYPERLINK \l "_Toc112861592" 14 Reference List  PAGEREF _Toc112861592 \h 46  INTRODUCTION This Handbook provides advice on the safe operation and water treatment of public swimming pools and spa pools and should be used in conjunction with the 黑料吃瓜网 Guidelines for Public Swimming Pool and Spa Pools available from  HYPERLINK "http://www.health.nsw.gov.au/environment/water/Pages/public-pools-and-spas.aspx" www.health.nsw.gov.au/environment/water/Pages/public-pools-and-spas.aspx This Handbook is for managers and staff that own, manage, or control public swimming pools and spa pools. This document is not for private domestic backyard pools of single dwelling properties that are used by the occupying family. Pool operators are responsible for operating a public swimming pool and spa pool in a way that it is safe for patrons to use and that complies with legal requirements. Staff should be trained in pool operation and chemical handling and have a good understanding of potential health risks in a pool. It is important that trained staff are available when the pools are used most (e.g., weekends). This Handbook aims to encourage pool operators to follow safe working procedures, maintain plant and equipment to achieve optimum service life, maintain regulatory compliance, and provide safe and comfortable swimming or bathing experience for pool users. REGULATORY FRAMEWORK The Public Health Act 2010 (the Act) and the Public Health Regulation 2022 (the Regulation) set out legal requirements for the management, control, maintenance, and testing of public swimming pools and spa pools. Failure to comply with prescribed operating requirements is an offence and could lead to an improvement notice. Occupiers of non-compliant public swimming pools and spa pools may be served a prohibition order to close down their facilities so that public health risks can be prevented or mitigated. Pool operators must be particularly aware that, the occupier must give notice of the pool抯 existence to their local council the occupier must comply with the prescribed operating requirements the occupier must not allow a person to use the pool unless the water is disinfected in such a way as to minimise the transmission of disease to users of the pool, and the occupier must ensure that the pool surrounds, including any toilets and change rooms, are kept clean and in such condition as to minimise the transmission of disease. Building Code A swimming pool is to be designed, constructed, installed, and maintained according to the National Construction Code (NCC). The NCC includes the Building Code of Australia (Volumes�1 and 2) and the Plumbing Code of Australia (Volume 3). In case of inconsistencies, the Act and Regulation prevail over the NCC. The Swimming Pools Act 1992, Swimming Pools Regulation 2018 and Australian Standard 1926 prescribe requirements for designing, constructing, and installing swimming pools and spas and their safety barriers. Under the Swimming Pools Act 1992, Part 3A, it is compulsory for pool and spa owners to register their pools and assess whether their pools comply with safety standards. Safe Work Australia Safe Work Australia are the workplace health and safety regulator and enforce compliance with the Safe Work Australia Act 2008, Work Health and Safety Act 2011 and the Work Health and Safety Regulation 2017. They give advice on improving work health and safety, provide licences and registration for potentially dangerous work and investigate workplace incidents and enforce work health and safety laws. OPERATING A PUBLIC POOL Health risks can be managed by having a water quality risk management plan, and operating public pools within its operational criteria ( REF _Ref107411340 \h Table 1 and  REF _Ref107411342 \h Table 2). Parameters such as pH and disinfectant levels should be tested at least once per day or hourly when in heavy use. The 黑料吃瓜网 Guide for Developing Water Quality Risk Management Plan for Public Swimming Pools and Spa Pools 2021 used in conjunction with the Water Quality Risk Management Plan template can be used to help manage public health risk and are available at  HYPERLINK "http://www.health.nsw.gov.au/environment/water/Pages/public-pools-and-spas.aspx" www.health.nsw.gov.au/environment/water/Pages/public-pools-and-spas.aspx Pool staff must also maintain complete and accurate records of every test and maintenance activities performed at the pool. A log sheet or register should be used to record the results and should be kept in a logbook. This practice demonstrates professionalism and competency in pool operations. Records can also help in assessing technical issues and problems. Pool systems with an automated in-line tests record results electronically. These should be downloaded monthly and kept on file with other records. A sample log sheet is available in the  HYPERLINK \l "_appendix" Appendix. Table  SEQ Table \* ARABIC 1: Criteria for Facilities using Chlorine-based Disinfectant Parameter Situation Criteria 1Free chlorine2pH < 7.6Indoor poolMin. 2.0 mg/LOutdoor pool without cyanuric acidMin. 1.0 mg/LOutdoor pool with cyanuric acidMin. 3.0 mg/LSpa poolMin. 2.0 mg/LpH e" 7.6Indoor poolMin. 3.0 mg/LOutdoor pool without cyanuric acidMin. 2.0 mg/LOutdoor pool with cyanuric acidMin 4.0 mg/LSpa poolMin. 3.0 mg/LCombined chlorineChlorine disinfected pool Max. 1.0 mg/LTotal chlorineChlorine disinfected pool Max. 10.0 mg/LpHChlorine disinfected pool 7.0 � 7.8Total alkalinity Chlorine disinfected pool 80 � 200 mg/LCyanuric acidOutdoor pool onlyMax. 50 mg/L, ideally < 30 mg/LOzone3Any pool Not detectableTemperatureAny poolMax. 38癈 1 mg/L is equivalent to parts per million or ppm. 2 Free chlorine concentration should be increased when high bather numbers are anticipated to ensure concentrations are never less than the minimum. 3 Residual excess ozone is to be quenched before circulated water is returned to the pool. Table  SEQ Table \* ARABIC 2: Criteria for Facilities using Bromine-based Disinfectant Parameter SituationCriteria1Bromine2Indoor swimming poolMin. 4.5 mg/LOutdoor public poolMin 2.25 mg/LSpa poolMin. 4.5 mg/LpHBromine disinfected pool7.0 � 8.0BromideBromide bank systemMax. 9.0 mg/LTotal alkalinityBromine disinfected pool80-200 mg/LOzone3Bromine disinfected poolNot detectableTemperature Any poolMax. 38癈1 mg/L is equivalent to parts per million or ppm. 2 Bromine concentration should be increased when high bather numbers are anticipated to ensure concentrations are never less than the minimum. 3 Residual excess ozone is to be quenched before circulated water is returned to the pool. Pool staff should be trained to handle pool chemicals appropriately and safely to prevent injuries. It is recommended that pool chemical handlers establish a chain of command, maintain good communication and document each chemical use. Staff should wear relevant personal protective equipment when handling pool chemicals. Safety instructions should be posted and visible to all staff in the chemical storage area and pump room. Chemical spills are to be responded to immediately according to a response plan and material safety data sheets. Additional Operational Steps for Public Spa Pools Pool operators with a public spa pool should be aware of the following additional operational steps: Exclude children less than five years old from using hot tubs. Maintain a locked safety cover for spa pool when possible, to minimize loss of disinfectant and reduce environmental contamination (e.g., debris and dirt). Recommend that all pregnant women consult a physician before using a spa pool. Prevent entrapment injuries with appropriate drain design and configuration. Extended closure of a spa pool could create conditions that are favourable to bacterial growth, especially if there is no qualified operator that can maintain the water quality during closure. Check for existing regulations and guidelines from your regulatory agencies and service company before using the recommended steps below. Closing a Spa Pool Clean accessible surfaces, scrubbing away slime and biofilm Apply a biocidal shock treatment Drain and remove water from the system Remove, clean, or replace cartridge filter elements as manufacturer recommendations Shut down spa pool according to manufacturer recommendations Finalise closing steps For spa pools made with a plastered finish: Refill spa pools with cool or cold water from potable water source Continue to discourage use of refilled spa pools with appropriate signage, barriers, or approved covers For spa pools made with a tiled/painted finish or prefabricated shell materials (e.g., fiberglass and stainless steel): Keep spa as dry as possible and protect it from external water sources (e.g., hoses) If an in-ground spa pool is installed in an area where ground water levels are extremely high, and the spa pool shell is not designed to withstand hydrostatic ground forces: consult with company or engineer that designed aquatic facility confirm that groundwater is below hot tub/spa before draining refill hot tub/spa with cool or cold water from potable water source and continue to discourage use of re-filled hot tub/spa with appropriate signage, barriers, or approved covers As for reopening spa pools, refer to appropriate guidance on building water systems. MAINTAINING PUBLIC POOLS AND SPA POOLS Proper maintenance of swimming pools and spa pools is necessary to protect its water quality and the health of bathers from hazards. A multi-barrier approach in the treatment process of public swimming pools and spa pools helps in reducing pathogen risk. The following pool maintenance techniques are used:  HYPERLINK \l "_SURFACE_WATER_REMOVAL_1" surface water removal,  HYPERLINK \l "_CIRCULATION_AND_FILTRATION_1" circulation and filtration,  HYPERLINK \l "_DISINFECTION_1" disinfection,  HYPERLINK \l "_CONTROLLING_DISINFECTION_BY-PRODUCT" controlling disinfection by-products, and  HYPERLINK \l "_Breakpoint_chlorination" water balance. Ensure maintenance is carried out to comply with the Act and Regulation and any other relevant legislation. Minimum maintenance procedures are described below and in  REF _Ref108098740 \h Table 3. Maintenance or Repair Close the venue to swimmers before shutting down the chlorine/pH control feed and recirculation systems for maintenance or repair Ensure the venue has adequate ventilation Service the chlorine/pH control feed and recirculation systems using appropriate personal protective equipment and as per the maintenance protocol Prevent mixing different pool chemicals during the service (e.g., flushing water through the chlorine feed tubing before cleaning it with acid) Document and communicate to other staff about the maintenance or repair Set up a preventive maintenance program and regularly replace equipment or parts before they fail (e.g., check for leaks in feed pump tubing, replace tubing regularly, check clamps, and check valves) Restart and run the pool system for a minimum of 5 minutes or until water quality meets required standards before allowing swimmers to re-enter the pool Table  SEQ Table \* ARABIC 3: Minimum Maintenance Procedure for Swimming Pools and Spa Pools ComponentMaintenanceBalance tankclean annually to remove any debris, mud, and organic matter pump water out if it does not drain to wasteFoot valveservice annually, if fittedSupply (filtered) water inlets and surrounding tilescheck after each shut down for damage and compliance with the specifications check diameter of supply return inlet for obstructions Cleaning filtersBackwashingbackwash on a regular basis regardless of head loss backwash until the water runs clear (or only slightly cloudy) or as indicated by a reduction in the head loss in a closed system extend backwash time if the pressure level increases after each backwash investigate issue if head loss does not reduce after backwashingSand inspection & maintenanceinspect condition of the filter unit yearly replace dirty sand layer with clean sand visually inspect sand every 5 years, depending on filter performanceUltrafine filters (UFF)replace UFF after backwash re-generate UFF media weekly backwash immediately if the pool is contaminated with CryptosporidiumIn-line filters or strainerscheck daily and clean when required maintain according to manufacturer抯 specificationPool suctionscheck every 3 monthsSuction cleaningperform 2-3 times a week or once per week if pool is not heavily loaded remove large flotsam with a net use automatic pool cleaner each night for larger poolsAutomatic control probes (e.g., for pH and oxidation-reduction potential)calibrate and service probes to remove any scale inspect, clean, and calibrate at a minimum of six-monthly intervals conduct electrical inspection ever year by a licensed electricianMain circulation pumps and motorsservice annually and check regularly maintain according to manufacturer抯 specification multiple spare pumps should ideally be available in case of a failureChemical dosing system service annually check chlorine pumps with an oil reservoir weeklyCleaningclean dirty water marks (biofilm) around the water line on a daily basis perform regular super chlorination or oxidation to remove any biofilmsElectricalinspect annually by a licensed electrician who has swimming pool experienceGeneralenforce bather load limits ensure cleanliness and safety of restrooms, showers, and diaper changing areas Off-season maintenance It is critical to prevent any potential damage to the pool structure and equipment during the winter and off-season. Pool shall be kept full as there is equal pressure exerted on the pool structure from the water within as well as from the groundwater and the surrounding earth on the outside. When the pool is empty, the support for water within is no longer there. This leads to movement and subsequent damage to the pool structure which result in water leakage when refilled. As a result, there will be excessive water usage, inability to maintain temperature when heated and poor water quality. Therefore, it is safer, easier, and more economical to leave the pool filled. Chlorine is an effective chemical to use in an off-season program. It is readily available, easy to use, prevents algae growth and leaves no undesirable residue. Procedure for off-season maintenance There are two options for off-season maintenance: outdoor pools are left full of water and unattended during winter or the off-season or to use a winter/seasonal maintenance program. When the outdoor pool is left unattended, a significant build-up of contamination from organic material (leaves, algae, etc.) results. This is usually dealt with by draining the pool and scrubbing the walls and floor before re-filling and treating in preparation for usage. The maintenance program involves periodical water turnover, testing, chemical addition, including superchlorination, and vacuuming to minimise debris, algae, and corrosion. This should result in minimum expense and preparation time before re-opening for the new season. Algae can be prevented by maintaining good disinfectant residuals and avoiding excessive cyanuric acid levels, as this may reduce the effectiveness of the chlorine in controlling algae. Unattended pools If the pool is left unattended, the following actions will be necessary: Pumps Disconnect power, remove surface corrosion, periodically rotate pump shaft. Gas chlorinators Decommission and service by suitably qualified personnel, according to the manufacturer抯 recommendations, incorrect servicing of this equipment can be life-threatening. Erosion (tablet) feeders Decommission and flush clean, according to the manufacturer抯 recommendations, take adequate safety precautions when opening the feeder, as chlorine gas may have formed. Sensors Remove, clean and store in an appropriate wetting solution, do not let sensors dry out, as this will cause irreparable damage. Chemical dosage pumps Flush head by placing pump抯 suction hose in a bucket of fresh water, manually operating the pump for a short period, while the power is disconnected, clean exterior with warm soapy water to remove any chemical residue, arrange servicing for pumps and injectors, replace any worn or damaged chemical delivery tubing. Heaters/boilers Maintenance, decommissioning and recommissioning should be carried out according to the manufacturer抯 recommendations and only by suitably qualified personnel. Seasonal maintenance Any chemicals used during maintenance program shall not leave any undesirable residues. Add fresh water to the pool, to restore the volume to normal operating level. Turn on the circulation system and allow it to run for at least one turnover period. Pumps may need to be primed. Vacuum the pool. Backwash the filters. Measure and manually adjust the water chemical parameters (disinfectant, pH, alkalinity, cyanuric acid, calcium hardness). Shut down the circulation system. Pool Cleaning Around pool and changing rooms To prevent transmission of infection, pool surrounds and change rooms need to be cleaned regularly. Frequency will again depend on bather load but should be monitored as part of routine management. Minimising dirt from shoes can be achieved with good design (Refer to the Design and Construction Factsheet available from  HYPERLINK "http://www.health.nsw.gov.au/environment/water/Pages/public-pools-and-spas.aspx" www.health.nsw.gov.au/environment/water/Pages/public-pools-and-spas.aspx). The use of cleaning agents needs to be strictly controlled and storage should comply with SafeWork 黑料吃瓜网 requirements. Floors need to be hosed, mopped, washed, or scrubbed at least once each day. Tanks and channels should also be inspected and cleaned frequently. Cleaning products are difficult to keep out of the pool, especially with wet-deck pools. Using pool water and specially formulated pool cleaners are recommended for washing and scrubbing pools. Scorers and a sodium carbonate solution can be used on the sides of the pool, particularly for the deposits of dirt just above the water line. Goggles and gloves should be worn for protection. It is extremely important that the cleaning products used for cleaning the pool are compatible with the water and the disinfection chemicals used in the pool. Care needs to be taken so that cleaning chemicals do not affect residual levels or interfere with monitoring. It is best to follow manufacturers� instructions when cleaning a swimming pool or spa pool. Bottom of pool (pool floor) The pool floor should be cleaned from debris and algae to reduce the level of contaminants in the pool. The simplest method is a long-handled, wide, weighted brush used to sweep the debris to the deepest outlet grating. Algae or staining requires suction to remove. There are several suction vacuum units on the market, some requiring manual handling and others remote-controlled. Some will pump out through the pool抯 filtering system; some have built-in filters that need cleaning after each use. All electrical systems need to comply with Australian Standards (AS3000). Emptying the pool The pool should not normally be emptied due to the potential for structural damage. If emptied, the walls and floor can be assessed for cracked, broken or loose tiles or vinyl and these need to be mended or replaced. The surfaces can then be cleaned with a chlorine-based disinfectant. Acid washing may be necessary to get the tiles clean枛refer to the manufacturer抯 advice, as this may damage grouting. In either case, the solution needs to be neutralised then rinsed to waste before the pool is refilled. Cleaning spa pools and water features Body oils are deposited on the insides of the piping system, restricting water flow and harbouring pathogens. Public spa pools should be drained, and the surfaces and pipe work cleaned weekly. Commercially formulated degreasing solutions (specifically manufactured for spas) should be used to remove the pipe deposits. SURFACE WATER REMOVAL The water surface contains the highest concentration of pollutants. There are four common types of surface water removal: deck-level (wet decks), overflow channels (gutters), skimmers (skimmer box), and water features. Most modern pools have a deck-level surface water removal. This is the most efficient system at removing pollutants from pool surface, reducing wave rebound action, and providing a stable water level. Excess water is stored in a balance tank. Older pools built prior to 1970s mostly have overflow channels that is connected to a drain. If a balance tank is not used, operators should pay careful attention to the pool as this may impact the efficiency of the surface water removal. Skimmer boxes have a limited capacity to remove flotsam. Skimmer boxes, although not recommended in public pools, must be designed, and installed to prevent entrapment and disembowelment. Water features should be drawn from the body of the pool rather than the distribution or circulation system. The water feature water must not exceed a suction velocity of 0.25 m/s. Each suction should be fitted with a vacuum device to ensure that bathers cannot be trapped. CIRCULATION AND FILTRATION Pools should be equipped with a circulation system and filters to effectively remove contaminants from the pool water. Circulation systems should always be operated while the pool or spa is open, and for at least one hour before and after the pool is open. A pool with effective circulation and filtration systems is typically indicated by a low pool turbidity. The efficiency of the systems rely on the pool抯  HYPERLINK \l "_Bather_load_1" bather load,  HYPERLINK \l "_Bather_Load_2" circulation rate,  HYPERLINK \l "_Toc108503753" turnover time, and  HYPERLINK \l "_Filtration_Systems_1" filtration system. Bather load Maximum Instantaneous Bather Load (MIBL) refers to the pool抯 surface area and water depth required per bather. It is recommended that a design consultant determine your pool抯 MIBL requirements. The pool抯 MIBL should not exceeded to ensure the safety and comfort of bathers.  REF _Ref106206951 \h \* MERGEFORMAT Table 4 should be used as a guide where MIBL requirements have not been specified by a design consultant. Table  SEQ Table \* ARABIC 4: Bather Load Water depthMaximum instantaneous bathing load< 1.0 m1 bather per 2.2 m21.0 � 1.5 m1 bather per 2.7 m2> 1.5 m1 bather per 4.0 m2Source: PWTAG 19991 & WHO 20062 1 Pool Water Treatment Advisory Group (PWTAG), Swimming pool water: treatment and quality standards for pools and spas. Micropress Printers, England, 1999. 2 World Health Organization (WHO). Guidelines for Safe Recreational-Water Environments Volume 2: Swimming Pools and Similar Environments. World Health Organization, Geneva: 2006 Circulation rate The circulation rate is the flow of water to and from the pool through all the pipe work and treatment system. To calculate the circulation rate of your pool, use the PWTAG (1999) formula: Circulation rate (m3/h) = Maximum instantaneous bathing load (persons) ' 1.7 (a constant) Pool turnover time The pool turnover time is the time it takes for the pool to pass water through the re-circulation system at a volume equivalent to the pool s capacity. It is important to specify the pool s minimum turnover time to ensure that the water is sufficiently distributed in the pool to effectively remove turbidity and contaminants. A pool抯 turnover time can be calculated manually  REF _Ref108625315 \h ( REF _Ref108625192 \h Table 6). A faster turnover period allows greater control over disinfectant levels and turbidity. Maximum turnover times are shown below ( REF _Ref108625315 \h Table 5). Due to design differences between pools, it is rather highly recommended that a professional pool designer is to specify your pool抯 turnover time. Table  SEQ Table \* ARABIC 5: Maximum Turnover Times Maximum turnover timePool type20 minInteractive water features, spas, and hydrotherapy pools1 hourWaterslide, wading, indoor learn to swim pools2 hoursOutdoor learn-to-swim, lazy river, program, wave, artificial lagoons with unrestricted access, pools used by incontinent people4 hoursSchool, 25 m and 50 m leisure pools (recommended to be 2 hours if used by public)6 hoursRetirement village pool (not used for organised exercise activities), residential apartment, gym, resort, holiday park and motel pools8 hoursDiving poolSource: PWTAG 19991 & WHO 20062 1 Pool Water Treatment Advisory Group (PWTAG), Swimming pool water: treatment and quality standards for pools and spas. Micropress Printers, England, 1999. 2 World Health Organization (WHO). Guidelines for Safe Recreational-Water Environments Volume 2: Swimming Pools and Similar Environments. World Health Organization, Geneva: 2006 If the turnover time cannot be met, consider the following strategies: Develop a risk management plan to minimise public health risk Automate disinfection and pH processes Limit bather numbers Increase minimum disinfectant concentrations Improve filtration system. Calculating Turnover Time The Stevenson formulae for pool turnover times are derived from PWTAG (1999) and WHO (2006) recommendations ( REF _Ref106206925 \h Table 6). Some swimming pool designers recommend that the turnover time is to be increased by 15% and 10% if Ultra Fine Filtration is used for indoor and outdoor swimming pools, respectively. Table  SEQ Table \* ARABIC 6 Pool Turnover Time Formulas Pool typeFilter typeTurnover Time Calculation *IndoorGranular(1.3 X depth) + 0.2 hoursUltrafine[(1.3 X depth) + 0.2 hours] x 1.15OutdoorGranular(1.8 X depth) + 0.2 hoursUltrafine[(1.8 X depth) + 0.2 hours] x 1.10 * Depth are in metre units. Pools deeper than 4 metres are to be calculated as a 4-metre depth pool. The formula above ( REF _Ref108625192 \h Table 6) does not apply to pool water features, bubble pools, waterslide splash pools, beach pools, pools with moveable floors, spa pools, shallow leisure pools, wave pools, and hydrotherapy pools. The turnover times for these pools must instead be specified by a professional pool designer. Filtration Pools undergoes through consecutive dilution and continuous turnover to filter out suspended solids to a level that is safe for swimmers. It is important to understand that not all of the water in a swimming pool or spa pool will be filtered during one pool turnover. At the start of filtration the first flows will be dirty water and, as this water is filtered and returned to the pool, it will mix with and dilute the remaining dirty water. At the same time, contaminants are continually being introduced while the pool is in use. Effective filtration is accomplished by consecutive dilution which relies on continuous turnover and dilution to remove and reduce contaminants. Only about 67% of the filterable material is removed on the first turnover. This improves as the number or turnovers increases as shown in  REF _Ref106206882 \h \* MERGEFORMAT Table 7. Table  SEQ Table \* ARABIC 7: Consecutive Dilution of a Pool No. of TurnoversFilterable Suspended Solids Removed (%)167.00286.00395.00498.00599.30699.70799.901099.99Filtration Systems Element filters (cartridge filters), granular filters (sand filters), and ultrafine filters (diatomaceous earth filters) are the most common filtration systems used in swimming pools ( REF _Ref109048783 \h \* MERGEFORMAT Table 10). Element filters can filter up to 7 祄 but have a short life span and limited capacity to cope with large flows. It is suitable for small pools with low bather load and are not recommended for public pools. Granular filters are an efficient filtration method when used with flocculants. Flocculants and coagulants encourage particles in the water to clump together to form bigger particles called flocc. Floccs can either settle and be vacuumed out of the bottom of the pool or be more easily captured by the pool filters. This filtration system has different flow rate categories ( REF _Ref108621363 \h Table 9). Table  SEQ Table \* ARABIC 9 Granular filtration flow rates Flow Rate CategoryFiltration Flow RateDescriptionLow Rate (Gravity)Up to 10 m3/hhave a large footprint commonly associated with swimming pools built before 1990 efficient when used with flocculating agent often utilise air scour backwashMedium Rate (Pressure)11-30 m3/hcan filter to about 7 祄 using a suitable coagulant commonly in large commercial pools efficiency significantly improves when used with a suitable flocculation agentHigh Rate31-50 m3/hnot well suited to heavy use public swimming pools. may not be efficient at removing particles even when flocculation agents are used need to be well designed to cope with higher velocity flows Ultrafine pre-coat filters (UFF) can filter to 12牭m, including Cryptosporidium oocysts. This filtration system is recommended for high-risk pools where the risk of a Cryptosporidium outbreak is greater. UFF uses a filter medium (e.g., diatomaceous earth (celite) and perlite) that is replaceable after each backwash. Table  SEQ Table \* ARABIC 10: Types of Filtration Systems CriteriaElementMedium GranularUltrafineCommon filter sizesUp to 20 m2Up to 10 m2Up to 80 m2Design filter flow rate1.5 m3/m2/h25-30 m3/m2/h3-5 m3/m2/hCleaning flow rateNot applicable37-42 m3/m2/h5 m3/m2/hCleaningManual, hose downBackwash and rare sand replacementPeriodic disassembly and septum cleaningAverage wash water0.02 m3/m2 filter3.0 m3/m2 filter air scour 3.3 m3/m2 filter water only0.25 m3/m2 filterFilter cleaning periodWeekly or less (typically)Weekly (typically)3 weeklies (typically)Filter aidNoneMicro-flocculants are recommendedNoneCleaning implicationsA hose-down and waste drain facility is requiredA backwash tank. Trade Waste Agreement with a discharge rate of 2燣/s.Backwash tank with separation zone for used filter media. Disposal of filter media and sludge waste. Trade Waste Agreement with a discharge rate of 2燣/s.Particulate collectionSurfaceDepthSurfaceParticle removal5 祄10 祄; 7 祄 with flocc1-2 祄UseSpas � smallAll poolsAll poolsRecommended max. filtration rate1.5 m3/h/m230 m3/h/m25 m3/h/m2 DISINFECTION Disinfection is a process that kills or inactivates harmful microorganisms to reduce the risk of spreading disease.  HYPERLINK \l "_Toc110497432" Primary disinfectants (chlorine-based or bromine-based) are oxidising agents that typically have a long-lasting disinfection effect.  HYPERLINK \l "_Secondary_disinfectants" Secondary disinfectants on the other hand do not provide a longlasting disinfection effect, which means they cannot be used alone. Using a combination of the two in your pool is recommended to kill or inactivate highly resistant pathogens (e.g., Cryptosporidium and Giarda). Primary Disinfectants Chlorine-based Chlorine-based disinfectants is the most common primary disinfectant in swimming pools. It is available as sodium hypochlorite, calcium hypochlorite, lithium hypochlorite, hypochlorite, trichloroisocyanurate, dichloro-isocyanurate, and chlorine gas (rarely used). The pH of the water affects the disinfection power of chlorine-based disinfectants ( REF _Ref106206767 \h Table 10). Therefore, swimming pools and spa pools with a chlorine disinfection system must not exceed pH 7.8 as per the Regulation. Table  SEQ Table \* ARABIC 10: Percentage of Hypochlorous Acid Determined by pH pHDisinfection Power of Hypochlorous Acid *7.075 %7.263 %7.549 %7.639 %7.828 %8.03 %*As free chlorine. Cyanuric acid and bromine Exposure to UV light reduces the disinfection power of chlorine-based disinfectants. This is a particular problem for outdoor pools. Cyanuric acid (cyanurate) is typically added to outdoor pools to help stabilise chlorine-based disinfectants. Cyanurate should not exceed 50 mg/L as per the Regulation as it affects disinfection efficiency. For more information about stabilisation of chlorine, refer to Stabilised Chlorine factsheet available from  HYPERLINK "http://www.health.nsw.gov.au/environment/water/Pages/public-pools-and-spas.aspx" www.health.nsw.gov.au/environment/water/Pages/public-pools-and-spas.aspx. Forms of chlorine In swimming pools and spa pools, chlorine exists in three forms: total chlorine, free chlorine, and combined chlorine ( REF _Ref107236906 \h Table 11). Table  SEQ Table \* ARABIC 11 Forms of Chlorine FormDescription Free Chlorinemain form of chlorine that is responsible for majority of the disinfection hypochlorous acid (HOCl) is the active component of free chlorineCombined Chlorine (chloramines)chlorine combined with various forms of nitrogen compounds, particularly ammonia weaker disinfectant form compared to free chlorine causes skin irritation, eye irritation, corrosion to fabrics and fitting produces strong and offensive chlorine odour must remove or minimise presence of both organic and inorganic forms of combine chlorine in swimming pools and spa poolsTotal ChlorineFree Chlorine + Combined ChlorineBromine-based Bromine-based disinfectants are more commonly used in heated spas because it is stabler in higher temperatures than chlorine. They are also less affected by pH unlike chlorine, which means additional bromine is not required at pH levels greater than 7.6 ( REF _Ref107239542 \h Table 12). However, bromine-based disinfectants have a weaker disinfection power and are less suitable for outdoor pools because it is more prone to UV breakdown than chlorine. Table  SEQ Table \* ARABIC 12: Percentage of Hypochlorous Acid Determined by pH pHPercentage of free bromine asHypobromous acid (HOBr) (strong disinfectant)Hypobromite ion (OBr-) (weak disinfectant)6.010007.09827.29647.59467.69197.887138.08317Bromine disinfection mechanism Bromochlorodimethyldantoin (BCDMH) and sodium bromide (NaBr) systems (bromine bank systems) are bromine-based disinfection mechanisms in pools. BCDMH is the most common brominebased swimming pool disinfectant out of the two. If not properly maintained, BCDMH is known to cause skin and eye irritations. If a pool is using a NaBr system, operators should ensure that there is always more NaBr than the oxidising activator (e.g., hypochlorite, ozone or potassium monopersulphate). The controllers used for chlorine control can also be used for bromine control. Systems using ozone to re-generate bromine require skilled designers and trained operators to ensure system performance, safety, and healthy conditions. Operator needs to ensure that the correct disinfection concentration is maintained, bromide ions are continually supplied, de-gassing of ozone is prevented, and bromate levels are kept at a safe level. Cyanuric acid and bromine Cyanurate has no stabilising effect on bromine against UV light unlike chlorine. Therefore, cyanurate has no use in outdoor bromine-treated swimming pools. Secondary Disinfectants Secondary disinfectants (e.g., ultraviolet (UV), ozone, and chlorine dioxide) provide added protection in swimming pools. This is recommended for all new high-risk public swimming pools and spa pools that are more susceptible to Cryptosporidium contamination. Ultraviolet disinfection UV disinfection is effective at inactivating harmful microorganisms such as Cryptosporidium. The system should be designed to achieve a minimum of 99.9% inactivation (3log10) of Cryptosporidium for interactive water features (e.g., splash pads, spray parks and water play areas) and a minimum of 99% inactivation (2log10) for all other facilities (Centers for Disease Control and Prevention, 2018). UV disinfection system should be designed for full flow (not side stream) systems and positioned before any chlorine or bromine dosing points as it can reduce their disinfection powers. Operators are to comply with operational limits set by the manufacturer and regularly clean the UV lamp 憇leeves� to ensure that the lamps continue to emit the correct dose. Ozone Ozone dissolved in water can kill or inactivate harmful microorganisms such as Cryptosporidium oocysts. It can also be used to control disinfection by-products and combined chlorine that are responsible for taste, odour, and eye stinging compounds in pool water. Ozone systems should be designed to achieve a 99.9% (3log10) inactivation of Cryptosporidium for interactive water features (splash pads, spray parks and water play areas) and a minimum of 99% (2log10) inactivation for all other facilities (Centers for Disease Control and Prevention, 2018). Dosage requirements for chlorine and bromine are still the same even when using an ozone disinfection system. If not properly maintained, ozone can cause respiratory irritation. Ozone should not be detectable. Ozone levels of 1.0 mg/m3 in air is extremely hazardous to health. Excess ozone must be removed using quenching methods (e.g., activated carbon beds or ozone destructors) before returning the water to the pool. Ozone systems should be positioned before any chlorine dosing points because it can remove chlorine in the water. The exception is the use of low dose ozone (up to 2 g/hour) where the ozone is pumped with air through a venturi into a mixing chamber and reaction vessel in the circulation system after the pool water has been filtered. Bromine-based pools do not require an activated carbon filter bed to quench the ozone, providing that there is excess bromide in the water. However, it is not recommended to use ozone in pools with a BCDMH disinfection system because it can produce harmful disinfection by-products (e.g., bromates). These treatment systems require a highly skilled designer and operator to ensure safe operating conditions. Chlorine dioxide Chlorine dioxide (ClO2) is often used for hyperchlorination and incident response in swimming pools and spa pools. It is a powerful oxidiser that effectively inactivates Cryptosporidium and Giardia or control the build-up of biofilms in pools. Combining ClO2 with a primary disinfectant (i.e., hypochlorite) reduces the contact time required for Cryptosporidium control and the time required for pool closures after incidents. ClO2 does not form combined chlorine and can be used to manage combined chlorine and faecal contamination incidents in pools. ClO2 should not be used in conjunction with ozone or activated carbon filter as this may increase disinfection by-products formation. ClO2 can also oxidise iron and manganese in the pool water, which forms solid particles that cause discolouration, turbidity, and staining in pools. These particles can be removed by sedimentation, vacuuming and filtration. They do not pose a health hazard to bathers providing that ClO2 is used according to the manufacturer抯 instructions and labels. The presence of chlorine dioxide however may affect the operation of automatic dosing equipment so specialist advice should be sought before use. CONTROLLING DISINFECTION BY-PRODUCTS Disinfection by-products (DPBs) are formed when disinfectants (i.e., chlorine and bromine) react with contaminants in the pool. DPBs can cause skin and eye irritation, corrode fabrics and fitting, and produce strong and offensive odours. Combined chlorine products and brominated disinfection by-products are the main DBPs of swimming pools and spa pools. Trihalomethanes (THMs), chlorate, chlorite and bromate are other DBPs present in swimming pools and spa pools. Reducing Disinfection By-Products Reducing disinfection by-products (DPBs) in swimming pools and spa pools are essential in ensuring bather comfort and safety. Refer to  HYPERLINK \l "_PROPER_DOSING_AND_1" Proper Dosing and Monitoring of Swimming Pools and Spa Pools more information. Reducing Combined Chlorine As per the Regulation, combined chlorine must not exceed 1 mg/L in any public swimming pool and spa pool, and pool operators should ensure as best practice that combined chlorine never exceed half of the concentration of free chlorine. Besides encouraging healthy hygiene and swimming practices, techniques such as ventilation, breakpoint chlorination, shock dosing, UV light systems, and dilution with fresh water helps reduce combined chlorine concentrations in pools. Indoor ventilation A ventilation system needs to be well designed to expel stale air, induce fresh air and lower humidity, without causing drafts. Pool covers help prevent heat loss, but it can also prevent combined chlorine from being volatilised and removed from the building. A balance between losses of warm air, recirculating warm air and off-gassing of combined chlorine needs to be determined, which often requires the expertise of qualified ventilation professionals. Breakpoint chlorination There are two types of breakpoint chlorination: continual and shock. Continual breakpoint chlorination oxidises combined chlorine so that total chlorine exists as all free chlorine (strong disinfectant). This is done by constantly adding chlorine into the pool when the pool is closed and the bathers have left the pool. Shock breakpoint chlorination oxidises combined chlorine with a slug or shock dose of chlorine to produce a free chlorine concentration that is at least ten times of the combined chlorine concentration. Operators should note that this method may lead to falsely high total chlorine measurement in the pool water for about one to two days. More information can be found in the Technical Factsheets available from  HYPERLINK "http://www.health.nsw.gov.au/environment/water/Pages/public-pools-and-spas.aspx" www.health.nsw.gov.au/environment/water/Pages/public-pools-and-spas.aspx Shock dosing Shock dosing adds large quantities of oxidisers into the pool water to break down organic wastes, contamination, and bacteria in the pool. Occasional shock dosing of pools helps lower combine chlorine concentration, increase disinfectant抯 disinfection power, and restore clarity to the pool. Chlorine dioxide, potassium mono-persulphate, and hydrogen peroxide are common oxidisers used for shock dosing. Shock dosing should only be performed once a week or once a fortnight because some oxidisers (for example, sodium monopersulphate) cause falsely high total and combined chlorine measurements. Pool operators must also ensure that the total and combined chlorine and bromine measurements are within specification criteria before re-opening the pool to the public Ultraviolet light systems Medium pressure ultraviolet (UV) light systems with high intensity light between wavelengths of 180爐o�400 nanometres (nm) are most effective at destroying combined chlorine. Low pressure UV lamps with wavelengths of 185 and 254 nm are not effective for destroying combined chlorine. Most modern UV systems have in-built wiping systems that regularly clean the UV lamps to optimise pool disinfection. Otherwise, the UV lamp sleeves needs to be manually cleaned to remove oils, grease and dirt that may affect its disinfection efficiency. UV lamps typically lasts for 12 to 18 months and should be replaced according to the manufacturer抯 recommendations. Dilution with fresh water Diluting the pool with fresh water from the mains supply water can be used to dilute combined chlorine and total dissolved solids (TDS) in the pool. The incoming supply water should be tested for its monochloramine concentration before using it for dilution. Diluting the pool with rainwater can be used because it is low in TDS and does not contain combined chlorine. It important to have first flush systems and controls in place to protect public health before using rainwater for pool dilution. Reducing Brominated Disinfection By-Product Formation of brominated disinfection by-products can be reduced in swimming pools through frequent backwashing and fresh water dilution, whereas heavily used spa pools in high-risk premises should be emptied weekly. It is also recommended that bathers are to be encouraged healthy hygiene and swimming practices to reduce introduction of organic compounds into the pool. Breakpoint bromination techniques are not as significant in reducing DBPs in swimming pool because brominated disinfection by-products are more rapidly oxidised than combined chlorine. Brominetreated pools will still need to be  HYPERLINK \l "_18_FACTSHEET:_Shock" shock-dosed with chlorine or with non-halogen based oxidiser (e.g., hydrogen peroxide or potassium monopersulphate), but not ozone. Although care must be taken to ensure that bromates are not produced. Excessively high bromine concentrations can cause pools to turn green or black. Reducing Chlorite and Chlorate Chlorite is a DBP that forms when chlorine dioxide (a secondary disinfectant and shock dosing oxidiser) reacts with natural organic matter in the pool. It is important to remove chlorine dioxide and chlorite before post-chlorine disinfection to reduce chlorate formation. Chlorate formation can also be avoided by storing hypochlorite solutions in a cool, dark place for no more than 7 days. Chlorite concentrations can be reduced by chlorinating (such as via hypochlorous acid), tuning the chlorine dioxide generator, and using activated carbon, sulphur reducing agents, and iron reducing agents. Chlorate is a persistent DBP that forms when there is low chlorite concentration or excess chlorine in the pool. Generators that over chlorinate to achieve high reaction yields based on chlorite consumption should be tuned and maintained regularly to ensure effective chlorination and chlorite removal. Activated carbon is not practical choice for chlorite removal in swimming pools and spa pools because of its short bed life, high operating cost and potential to form chlorate. Using sulphur agents to control chlorite must be carefully controlled. Some sulphur agents (sulphite and metabisulphite) have the potential to form chlorate, whereas other agents (thiosulphate) require a long contact time and is pH dependent (Griese et al., 1991). Iron agents (for example, ferrous iron) react with chlorite to form a filterable ferric hydroxide (Iatrou & Knocke, 1992). Iron agents are to be added in a controlled manner to avoid complicating postdisinfection processes. Reduction of ClO2朼nd ClO3� is encouraged as per the Australian Drinking Water Guidelines, but disinfection must never be compromised as non-disinfected water poses greater risk to public health than chlorite and chlorate. Characteristics of pool water disinfectants Table  SEQ Table \* ARABIC 14: Pool Water Disinfectants Chemical or processFormShelf-lifeTypical concentration of active ingredientpH when made into solutionEffect on total alkalinityEffect on calcium hardnessCyanuric acid required for outdoor useSuitable for in line dosingCommentsChlorine gasGaseous cylinderYears100%2DecreasesNilYesYesMostly used in large pools with trained pool operators Usually requires alkali dosing Low operational maintenanceSodium hypochloriteLiquid4-12 weeks12.5%11IncreasesNilYesYesGeneral use in all pools Usually requires acid dosing Flexible in dosage requirements High operational maintenance Shelf life depends upon storage conditionsCalcium hypochloriteGranules TabletsYears Years65% 65-70%9 9 Increase IncreaseIncreases IncreasesYes Yes No Can be used in erosion feeders but solubility is poorUsed for shock dosing Can be used in manual dosing for lightly loaded pools prior to pool opening Good for soft water Useful for winterizingLithium hypochloriteGranulesYears35%10.5IncreasesNilYesNoMostly used in indoor spa poolsSodium dichloroiso-cyanurate (dichlor)GranulesYears58-63%6.8NilNilNo � contains stabiliserNoMostly used in outdoor spa pools Has little effect on pH/alkalinity Must monitor cyanuric acid levelsTrichloroiso-cyanurate (trichlor)TabletsYears85-90%2.4DecreasedNilNo � contains stabiliserYes (erosion canister)Small pools with low/medium bather load Good for hard water areas Not suitable for pools with variable bather loads or long operating seasons Must monitor cyanuric acid levelsSalt chlorinatorElectrode plate using salt in saline poolYearsDepends on the size of electrodes, flow, and operating timeMildly alkalineIncreaseDecreasesYesYesLow maintenance system suitable for nonprofessional operators Good where chemicals handling, and storage are issues of concern Not suitable for pools that are subject to sudden large increases in bather loadBromine (BDMH)TabletsYears90%4.5DecreaseNilNot suitableYes (erosion canister)Mostly used in indoor spa pools and hydrotherapy pools with elevated temperatures Slow to respond to sudden large increase in bather loadsBromine (sodium bromide/sodium hypochlorite)Liquid4-12 weeksDepends on formulation. 8-22% chlorine equivalent. Can be manufactured onsite.11DecreaseNilNot suitableYesMostly used in indoor spa pools Combined chlorine can form and be a problem and is not easily removed The presence of bromide inhibits chlorine oxidation and superchlorination/shock dosing is not practicalSodium bromide/ozoneLiquid and corona discharge ozone generatorYearsLimited by ozone outputn/an/an/aNot suitableYesSystem has been demonstrated to be not practical in many working situations. Does not cope well with varied bather loads Is not compatible with chlorination. Bromine residual difficult to control If ozonator breaks down, pool must be closed, or chlorine substituted as activatorChlorine � chlorine dioxideStabilised liquid plus any form of chlorineSee label directions also see chlorineManufacturers� specificationsVariableVariableNilYesYesMust be used with chlorine Regular superchlorination required to reduce chlorite build-up Suitability currently under investigation by the Department of Human ServicesAdapted from: AS3633 � 1989 private swimming pools � Water Quality WATER BALANCE Water balance is the interaction between the water抯  HYPERLINK \l "_pH_1" pH,  HYPERLINK \l "_Total_Alkalinity" total alkalinity,  HYPERLINK \l "_Calcium_Hardness" calcium hardness,  HYPERLINK \l "_Total_Dissolved_Solids" total dissolved solids and  HYPERLINK \l "_Toc108007729" temperature. Optimising the pool抯 water balance prolongs pool life and maximises the disinfection process. Consult the  HYPERLINK \l "_Troubleshooting_Guide" Troubleshooting Guide section if there are any issues with the pool抯 water balance. pH The pool water pH should be between 7.0 and 7.8 for chlorine disinfected pool and between 7.0 and 8.0 for bromine disinfected pool to maintain disinfection levels, bather comfort and prolong the quality of pool fittings. Total Alkalinity Total alkalinity is a measure of the ability of the water to withstand pH changes (otherwise known as its buffering capacity). This parameter must be maintained within the recommended range according to the pool抯 disinfection system ( REF _Ref107411340 \h Table 1 and  REF _Ref107411342 \h Table 2). To increase total alkalinity, a buffer (e.g., sodium bicarbonate) is added to the water. To lower total alkalinity, acid (e.g., muriatic acid) is added. The pH of the swimming pool or spa pool will need to be re-adjusted as changes to total alkalinity alters its pH. Calcium Hardness Calcium hardness is the amount of calcium dissolved in the water. High calcium hardness in pools often happens when the pool water is not balanced and this causes scaling of heaters and pool fittings. Using a pumice stone on plaster pool surfaces or scrubbing tiled surfaces with vinegar helps remove calcium build-up in pools. A sequestering agent could also be added to the pool to control the pool抯 calcium content. If the water supply is naturally hard (>250爉g/L CaCO3), sodium hypochlorite treatment is recommended over calcium hypochlorite. On the other hand, low calcium hardness can cause corrosion and etching in the pool. If the water supply is naturally soft (<50爉g/L CaCO3), an alkaline disinfectant treatment (for example, calcium hypochlorite or sodium hypochlorite plus calcium chloride) is recommended with a gentle acid pH buffer (for example, carbonic acid). Pool operators can also add water hardeners (calcium increasers) to the pool to increase the water抯 calcium levels. A pool consultant should be engaged in determining the most suitable pool treatment system according to your water supply抯 calcium hardness. Total Dissolved Solids Total dissolved solids (TDS) is the number of salts and organic matter dissolved in water. It indicates the pool water抯 corrosivity, solubility of minerals and the possible build-up of DBP or organic chemicals. A high TDS in pools causes scaling, corrosion, interference with pool equipment, and can impart a salty taste. TDS levels in pool water increases when water treatment chemicals are added or when bathers are present in the pool. TDS is managed through reverse osmoses or through regular backwash and dilution with fresh water. Temperature Higher temperature pools are more susceptible to scaling because the dissolved calcium salts deposit on equipment and pipes. Lower temperatures allow the pool water to absorb more calcium and cause etching of pool surfaces. The maximum allowable temperature according to the Regulation is 38癈 for any public swimming pools and spa pools. Langelier Saturation Index Langelier Saturation Index (LSI) is the most common method for checking water balance ( REF _Ref112858112 \h Table 15). Table  SEQ Table \* ARABIC 15: Langelier Saturation Index calculation values Measured total alkalinity (mg/L)AFMeasured calcium hardness (mg/L)CFMeasured temperature (癈)TF50.750.3Plunge pools are typically > 10癈251.4251.0501.7501.380.275*1.9751.5120.3100*2.01001.6160.4150*2.21501.8190.5200*2.32002.9240.63002.53002.1290.74002.64002.2340.81,0003.01,0002.638癈 (max. allowable temperature)Formula: LSI = pH + TF + AF + CF � 12.1TF � temperature factor, AF � alkalinity factor, CF � calcium factor, pH � pH-value of pool water. * Ideal operational range The ideal LSI is � 0.2 with a range of � 0.5 to + 0.5. A negative LSI typically indicates that the water is corrosive and may damage pool fixtures and fittings. A positive LSI means that scale is more likely to form and interfere with normal pool operations. Corrections to the Langelier Saturation Index The LSI described above applies to most public swimming pools and spa pools. However, there are exceptions related to facilities with high TDS water and for operators of outdoor pools using cyanuric acid. These exceptions are discussed in detail in the American National Standard for Water Quality in Public Pools and Spas  HYPERLINK "https://webstore.ansi.org/standards/apsp/ansiapsp112019" (American National Standards Institutes 2019). If the TDS of the water in public swimming pools and spa pools is greater than 1,500 mg/L, the factors in the American Standard should be used. Where outdoor public swimming pools and spa pools use cyanuric acid to stabilise chlorine, this will affect the alkalinity, and the correction factors stated in that document should be applied. PROPER DOSING AND MONITORING OF SWIMMING POOLS AND SPA POOLS Automatic or continuous metered disinfectant dosing system must be used for all public swimming pools and spa pools. Dosing systems help in maintaining the pool抯 disinfectant levels and water balance, which minimises the risk of spreading the disease. Monitoring water quality Online monitoring systems that monitor free chlorine levels, pH, and water temperature are recommended in swimming pools and spa pools. Online monitoring systems should be configured to allow automatic shutoff when parameters are out of specification. Oxidation reduction potential (ORP) systems are used as an automatic disinfectant dosing system. Maintaining a ORP millivolt measurement of 720 mv is no longer required by the Regulation. However, it is still a requirement under the Regulation to measure and maintain minimum chlorine and bromine disinfectant levels in public pools and spas with ORP systems. ORP systems can be set at an appropriate millivolt to achieve the required disinfectant level in the individual pool. CT Value Disinfection contact time (CT) is a measure of disinfection effectiveness. CT is the concentration of the disinfectant residual multiplied by the contact time at the point of residual measurement. It is expressed as milligrams (mg) of chlorine per litre (L) times the number of minutes for which this concentration of chlorine is maintained (e.g., 15 mg.min/L). Different CT values are required to inactivate different pathogens. Pool operators need to be familiar with CT values as it is used to determine the concentration of disinfectant residual and the length of time required to inactivate a certain microorganism. The CT formula is as follows: CT = C x T whereby, CT is the disinfection contact time value in mg.min/L, C is the disinfection residual concentration in mg/L, and T is the time in minutes required to inactivate a particular microorganism of concern. Example � CT calculation to inactivate Cryptosporidium Scenario: An incident response for a pool without cyanuric acid requiring a CT of 15,300 mg.min/L to inactivate Cryptosporidium. The chlorine concentration (C) is at 20 mg/L and the time (T) is unknown. Calculation: CT = C x T 15,300 = 20 x T T = 15,300 � 20 = 765 minutes = ~13 hours Action to take: The pool is to be disinfected for around 13 hours at a chlorine concentration of 20 mg/L to inactive the Cryptosporidium in the pool. Note: A pool with cyanuric acid typically require higher CT values, but high levels of chlorine may damage the pool and its components. Consult with a pool treatment specialist to determine a suitable combination of concentration and time for the affected pool(s). Risk factors The frequency of chemical and microbiological pool testing depends on the pool抯 risk category and risk factors ( REF _Ref109830627 \h Table 18 and  REF _Ref109830629 \h Table 19). A pool is to be classified at a higher risk category if it contains three or more risk factors: pH greater than 7.6 in a chlorinated pool consistently poor disinfection high turbidity poor pool circulation and/or filtration high bather loads presence of algae regular use by birds easy access of foreign material (for example, litter) presence of biofilms poor water quality (for example, high in combined chlorine) infrequent testing of disinfectant concentration (particularly for microbiological testing) no automatic disinfection and pH control (particularly for microbiological testing). Table  SEQ Table \* ARABIC 18: Minimum Sampling Frequency for Chemical Analysis TestNon-automatic continuous dosingAutomatic control dosingHigh risk 1Low risk 2Free chlorine or free brominePrior to opening and every two hours (or every hour when bather loads exceed design capacity)Prior to opening and every four hours when there is a bather loadOnce during the day to confirm automatic readings (if there is in-line automated testing and recording which is checked and logged hourly)Total or combined chlorinePrior to opening and every two hours (or every hour when bather loads exceed design capacity)Prior to opening and every four hours when there is a bather loadOnce during the day to confirm automatic readings (if there is in-line automated testing and recording which is checked and logged hourly)pHPrior to opening and as deemed necessaryPrior to opening and as deemed necessaryOnce during the day to confirm automatic readings (if there is in-line automated testing and recording which is checked and logged hourly)Total alkalinityDaily or weekly if using liquid chlorine disinfection or carbon dioxide (CO2) pH controlDaily or weekly if using liquid chlorine disinfection or carbon dioxide (CO2) pH controlDaily or weekly if using liquid chlorine disinfection or carbon dioxide (CO2) pH controlTurbidity WeeklyWeeklyWeeklyOzoneWeeklyWeeklyWeeklyCyanuric acidWeeklyWeeklyWeeklyTotal Dissolved SolidsMonthlyMonthlyMonthly1 For example, diving pools, motel pools or hotel pools. 2 For example, spa pools; hydrotherapy pools; baby and infant learn to swim pools; infant wading pools; water features in pools; pools used by incontinent people; or a pool with three or more risk factors. Table  SEQ Table \* ARABIC 19: Minimum Sampling Frequency for Microbiological Analysis Pool typeHeterotrophic plate count� 100燙FU/mLE. coli <�1燙FU/100mLP. aeruginosa < 1 CFU/100mLCategory 1: Spas; hydrotherapy pools; pools used by swim schools; pools used by incontinent people; infant wading pools; highest risk poolsMonthlyMonthlyMonthlyCategory 2: Swimming pools > 26癈 (except category 1 pools); wave river and low depth (< 1m) leisure pools; higher risk poolsBi-monthlyBi-monthlyBi-monthlyCategory 3: Swimming pools < 26癈 (except category 1 and 2 pools); diving pools; low and infrequent bathing load poolsQuarterlyQuarterlyWhen need arisesSource: Adapted from WHO 2006 World Health Organization (WHO). Guidelines for Safe Recreational-Water Environments Volume 2: Swimming Pools and Similar Environments. World Health Organization, Geneva: 2006 INCIDENT RESPONSE Response plans provide guidance for managing an incident in public swimming pools and spa pools. Before an incident Develop an emergency response plan which includes: Spill-clean up procedure Chemical incident and exposure response Clear chain of command and alternates with contact information Evacuation plan Communication plan for alerting patrons, staff, and emergency responders Preventative maintenance program to replace equipment or parts before they fail (e.g., feed pump tubing, injectors, sensor probes). Train the aquatics staff on the procedures in the emergency response plan. Keep a copy of the emergency response plan near the chemical storage area, pump room, and venue area. Keep another copy of the response plan at a remote location in case of an evacuation. Ensure that safety data sheets are up-to-date and are easily accessible to first responders. Keep a phone with updated emergency numbers near chemical storage area, pump room, and venue area, as well as a secondary phone stored in a remote location. Practice emergency response with first responders. During an incident Activate emergency response plan. Manage air handling (HVAC*) systems if chemical fumes are released in indoor venues: leave air handling system on to ventilate if it is separate from other areas of the building, or turn off air handling system immediately if it is shared with other areas of the building. HVAC � heating, ventilation, and air conditioning After an incident Document the incident and response. Report incident and response to local or state permitting officials. [Local or state permitting officials should consider revising public health regulations in response to reports of pool chemical injuries to reduce the future likelihood of such events.] Conduct a post-incident critique with all parties involved in the response. Revise the emergency response plan as needed. Cryptosporidium and/or general suspected illness or possible outbreak Where a state or council environmental health officer suspects or confirms that the public swimming pools and spa pools has been linked illness, or an outbreak or illness (including Cryptosporidiosis), all water bodies in the facility should be disinfected as per the recommended remedial steps ( REF _Ref110241088 \r \h \* MERGEFORMAT 8.2  REF _Ref110241088 \h \* MERGEFORMAT Formed Stool and Vomit Contamination Response and  REF _Ref110241241 \r \h \* MERGEFORMAT 8.3  REF _Ref110241241 \h \* MERGEFORMAT Diarrhoeal (Loose Stool) Incident Response REF _Ref110241094 \h \* MERGEFORMAT ). This requirement may not apply if a facility has a system that is validated to treat  HYPERLINK \l "_Protozoan_pathogens" Cryptosporidium risk and it can be demonstrated to have been operating within the validated parameters during and since the contamination event.  HYPERLINK \l "_Protozoan_pathogens" Cryptosporidium has been singled out because it is the most common reported source of illness or outbreak associated with public swimming pools and spa pools in Australia. Formed Stool and Vomit Contamination Response Formed stool (faeces) and vomit contamination incidents pose a risk to the health of users. The only way to prevent the spread of disease is to immediately close the affected water body(ies) and undertake appropriate remediation. Remedial steps: Close off the water body and any other connected water body(ies) from patrons immediately. Ensure filtration and any secondary disinfection systems run until the end of the decontamination process. Wear appropriate personal protective equipment. Remove the stool or as much of the vomit as possible using a bucket, scoop or another container that can be discarded or easily cleaned and disinfected. Dispose the waste to the sewer. Do not use aquatic vacuum cleaners unless it can discharge waste to the sewer and can be adequately cleaned and disinfected. Adjust the pH to 7.5 or lower. For facilities that do not use chlorine stabiliser (cyanuric acid), raise the free chlorine concentration to a minimum of 2 mg/L and maintain that concentration for 25�30 minutes, making sure not to exceed a pH of 7.5. or For facilities that use chlorine stabiliser (cyanuric acid), raise the free chlorine concentration to a minimum of 2 mg/L and maintain that concentration for 50 minutes, making sure not to exceed a pH of 7.5. Ensure that the concentration of coagulant (if used) is correct to enhance the filtration process. Backwash filter media or replace filter element as appropriate. Precoat filter media should be replaced. Ensure the water is balanced. Clean, disinfect or dispose of materials, tools, equipment, or surfaces that came into contact with contaminated water. Record the incident and remedial steps taken. Reopen the water body(ies). Note: no remedial action is required for blood in the water provided an appropriate  HYPERLINK \l "_10:_FACTSHEET:_Primary" primary disinfectant residual is present. In major contamination events it may be necessary to submit a sample of the water to show it is free of microbiological contamination before reopening. Public swimming pools and spa pools operators should contact a council environmental health officer for advice. Diarrhoeal (Loose Stool) Incident Response Diarrhoeal incidents pose a particularly high risk to the health of bathers. Immediately closing the affected water body(ies) and undertaking appropriate remediation is the only way to prevent the spread of disease. Chlorine stabiliser ( HYPERLINK \l "_FACTSHEET:_Stabilised_Chlorine" cyanuric acid) significantly slows the rate at which free chlorine inactivates or kills contaminants such as  HYPERLINK \l "_Protozoan_pathogens" Cryptosporidium. It is therefore important to achieve a much higher free chlorine contact time (CT) than water bodies that do not use cyanuric acid. Remedial steps: Close off the water body and any other connected water body(ies) from patrons immediately. Ensure filtration and any secondary disinfection systems run until the end of the decontamination process. Wear appropriate personal protective equipment. Remove the stool or as much of the vomit as possible using a bucket, scoop or another container that can be discarded or easily cleaned and disinfected. Dispose the waste to the sewer. Do not use aquatic vacuum cleaners unless it can discharge waste to the sewer and can be adequately cleaned and disinfected. Adjust the pH to 7.5 or lower. For chlorinated pools without cyanuric acid: Hyper-chlorinate the affected water body(ies) by dosing the water to achieve a free chlorine contact time (CT) inactivation value of 15,300 mg.min/L (for example, free chlorine of 20 mg/L for 13 hours or 10 mg/L for 26 hours or via alternative combination of chlorine concentration and time that achieve the required CT). or For chlorinated pools with cyanuric acid: Ensure cyanuric acid is 15 mg/L or less (this can be achieved by partially draining and adding fresh water without chlorine stabiliser to the affected water body). Hyper-chlorinate the affected water body(ies) by dosing the water with unstabilised chlorine to achieve a free chlorine CT inactivation value of 31,500 mg.min/L (for example, free chlorine of 20 mg/L for 28 hours or via alternative combinations of chlorine concentration and time that achieve the required CT). Ensure that the concentration of coagulant (if used) is correct to enhance the filtration process. Reduce total chlorine to below 10 mg/L after achieving the required CT. Sodium thiosulphate can be added to neutralise excess chlorine. Backwash filter media or replace filter element as appropriate. Precoat filter media should be replaced. Ensure the water is balanced. Clean, disinfect or dispose of materials, tools, equipment, or surfaces that came into contact with contaminated water. Record the incident and remedial steps taken. Reopen the water body(ies). Contaminated Surface Incident Response Hard surfaces within public swimming pools and spa pools may become contaminated with faeces, vomit, or blood. In these instances, operators should follow the remediation measures below. Restrict access to the affected area. Remove all visible contamination with disposable cleaning products and dispose of appropriately. Disinfect the affected area using a chlorine solution of one part household bleach to 10 parts water (based on a bleach product containing 10�12.5% sodium hypochlorite). Apply liberally and leave to soak for 10 minutes. Hose the affected area, directing the water to a stormwater drainage point. Record the incident and remedial action taken. Reopen the affected area. Failure to meet microbiological parameters If, during verification monitoring, there is a failure to meet microbiological parameters (for example, exceedances of the Escherichia coli or Pseudomonas guideline values) remediation of the affected pool should be undertaken. Remedial steps: Immediately close the affected pool and any other connected pool within the public swimming pools and spa pools. For facilities without cyanuric acid, ensure the free chlorine concentration, meets the minimum requirements of 1 mg/L if an outdoor pool or 2 mg/L for an indoor pool. For facilities with cyanuric acid ensure the free chlorine concentration meets the minimum requirements of 3 mg/L. If the filtration system incorporates a coagulation step, ensure coagulant concentration is correct to enhance the filtration process. Backwash filter media or replace the filter element as appropriate. Precoat filter media should be replaced. Ensure the water is balanced. Hygienically clean, disinfect or dispose of materials, tools, equipment, or surfaces that have come into contact with contaminated water. Record the incident and remedial action taken. Reopen the pool. Public Spa Pools Incident Response Empty all water from the spa (including balance tanks). Scrub and rinse all surfaces with tap water known to have an acceptable water quality. Spray all surfaces with a chlorine solution of one part bleach to 10 parts waters. Note that the dilution factor is based on a bleach product containing 10�12.5% sodium hypochlorite. Apply liberally and leave to soak for 10 minutes. Rinse with tap water known to have an acceptable water quality. Refill the spa. Raise the primary disinfectant level to that recommended in chlorinated and brominated facilities and maintain that concentration for 25�30 minutes, making sure not to exceed a pH of 7.5. Backwash filter media or replace the filter element as appropriate. Precoat filter media should be replaced. Ensure the water is balanced and the concentration of disinfectant is acceptable. Clean, disinfect or dispose of materials, tools, equipment, or surfaces that came into contact with contaminated water. Record the incident and remedial action taken. Reopen the spa. TROUBLESHOOTING GUIDE This section serves as a general guidance in troubleshooting possible reasons to pool operation problems ( HYPERLINK \l "_Water_Balance_1" water balance,  HYPERLINK \l "_Toc110497581" disinfection,  HYPERLINK \l "_Sensory_Quality" sensory quality,  HYPERLINK \l "_Utility" utility)( REF _Ref110247640 \h Water Balance,  REF _Ref110247642 \h Disinfection,  REF _Ref110247644 \h Sensory Quality,  REF _Ref110247648 \h Utility). Only qualified or experiences staff should diagnose and undertake corrective actions to avoid making the problem worse. Where available, the troubleshooting guide provided by the manufacturer should be preferentially used. If unsure, seek professional advice. Water Balance Table  SEQ Table \* ARABIC 20: Troubleshooting Water Balance Issues ProblemPossible reason(s)Possible response(s)pH too highMains water is alkaline and hard. Not enough acid.Re-test and confirm reading Ensure that pH correction system is turned on and operating normally Close pool/spa until it is within the legislated pH range As per 揟otal alkalinity too high�The pH correction agent (CO2 or acid) storage tank may be empty.Check tank levelNo sample stream flow.Check that there is no flow restriction to the sensor sample waterThe pH sensor may be fouled, out of calibration, or faulty.Clean/calibrate/replace sensorSome disinfectants can cause pH level to rise (sodium hypochlorite). Possible disinfectant over-dosage.Test the disinfectant level Above legislated range: act as per 揇isinfectant too high� Check pH probe and control settings Adjust regularly/frequently/automatically by acid dosing Consider changing to less alkaline disinfectantpH too lowMains water is acidic. Too much acid.Re-test and confirm reading Check pH correction system Check system components for malfunction Close pool/spa until it is within the legislated pH range Add more alkali (e.g., sodium bicarbonate/soda ash)An interruption to sensor sample stream flow may cause inaccurate readings.Check that there is no flow restriction to the sensor sample waterThe pH sensor may be fouled, out of calibration, or faulty.Clean/calibrate/replace sensorAcidic disinfectant used.Check pH probe and control settings Adjust regularly/frequently/automatically by alkali dosingpH unstableWater is not buffered. Alkalinity too low.Check frequency and quantity of pH correction agent dosageTotal alkalinity level may be incorrect for the pH level required.Check total alkalinity levelThe pH sensor may be fouled, out of calibration or faulty.Clean/calibrate/replace sensorElectrical, electromagnetic or radio interference may be causing the sensor reading to fluctuate.Seek technical adviceDosing erratic.Check dosing accuracy and frequencypH difficult to changeWater too buffered. Alkalinity too high. High source water levels. Overuse of bicarb or CO2.Check total alkalinity level Above legislated range: act as per爴Total燼lkalinity too爃igh� Check that pH correction system is operating normally (pumps, injectors, controller set point, etc.)Total alkalinity too highRe-test and confirm readingHigh supply water levels can cause this problem. Overuse of CO2 can also contribute.Backwash (or dilute) pool, re-test the next day, and repeat until alkalinity is corrected Alternatively. reduce level with dry acidCalcium hardness too highVery uncommon in source water. Normally caused by inadvertent excess dosage of calcium chloride or calcium hypochlorite.Re-test and confirm reading Backwash (or dilute) pool, re-test the next day, and repeat until calcium hardness level is corrected Discontinue use of calcium-based productsTemperature too lowInadequate heat exchange.Check that thermostat is set at normal temperature Check that circulation pump(s) are operational if not, see 揅irculation failure� Check that the boiler is operational if not, see 揌eater malfunction�Dilution with cold make-up water after backwashing.Check when last backwash was performedTemperature too highWrong temperature setting. Solenoid or valve failure.Check that thermostat is set at normal temperature Check that heating valve is not stuck on 憃pen�Heater malfunctionThe heating hot water pump may have failed. Heater did not restart automatically due to power failure.Check that heating hot water pump is operational If not, call service personnel Reset the heater once only Call service personnel if still unresolvedAdapted from: Pool Water- Treatment Advisory Group 2017, swimming pool water � treatment and quality standards for pools and spas1 and a Victorian Government initiative 2008, pool operators� handbook 2. 1 Pool Water Treatment Advisory Group, 2017. Swimming Pool Water: treatment and quality standards for pools and spas. 2 A Victorian Government initiative, 2008. Pool operators� handbook. Available at  HYPERLINK "https://www.commercialpoolconsulting.com.au/assets/main/Pool-Operators-Handbook.pdf" https://www.commercialpoolconsulting.com.au/assets/main/Pool-Operators-Handbook.pdf (Cited at 4 Nov 2021) Disinfection Table  SEQ Table \* ARABIC 21: Troubleshooting Disinfection Issues ProblemPossible reason(s)Initial responseDisinfectant too lowHigh disinfectant levels may cause test reagent to bleach and appear to register 憀ow�.Re-test and confirm the reading with 10:1 dilution test Disinfectant levels outside legislated range: close pool/spa Check level in disinfectant storge tankThe disinfectant sensor may be fouled, out of calibration or faulty. A solenoid failing in the closed position will prevent water from delivering disinfectant.Clean/calibrate/replace sensor Check that the dosage control and delivery system are operating normallyFor sodium hypochlorite systems, check that: power supply to dosage pump is turned on and there is power available there are no airlocks in the chlorine pump head and delivery tubing suction/discharge valves are not contaminated delivery tubing is not leaking chlorine pump pressure relief valve is not discharging (delivery line or injector may be blocked) dosage controller is turned on and has power check if dosage controller set point requires adjustment (if the controller is at above set point, no dosage will occur)For erosion feed systems, check that: dosage controller is turned on and has power dosage controller set point is correct (if the controller is at above set point, no dosage should occur) solenoid valve is working correctlyDisinfectant too highThe disinfectant sensor may be fouled, out of calibration or faulty. A lack of sample stream flow may be causing incorrect readings. The system may be siphoning, due to contamination of the dosage pump valves or pressure retention (anti-siphon) valve. A solenoid valve failing in the open position delivers disinfectant continuously.Check that there is no restriction to the sensor sample stream Check that dosage control and delivery system are operating normally and clean/calibrate/replace sensor Re-test and confirm the reading with a 10:1 dilution test Close pool/spa until disinfectant is within the legislated range Reduce disinfectant levels with sodium thiosulphate if necessaryFor liquid chlorine systems: Check dosage pump suction and discharge valves for contamination, as well as the diaphragm of the pressure retention (anti-siphon) valve For erosion fee system: Check that the solenoid valve is operating correctlyDisinfectant level is difficult to maintainIn pools not stabilised with cyanuric acid, sunlight can rapidly reduce disinfectant levels.Check disinfectant delivery and control systems Close pool/spa until within range if level is outside the legislated requirement Add cyanuric acid to at least 30 mg/LExcessive contamination.Check bather load history and look for a correlationChlorine level difficult to maintainSunlight.Consider a stabilizer (cyanuric acid)Chlorine product has deteriorated and lost strength.Check storage condition of chlorine, shelf life, and test strength of chlorineBather pollution.Reduce bathing loadFilter blocked, turnover reduced, hydraulics poor.Check filter, strainer, flow rate and valves Consider air-scouring filters, where possibleInjectors blocked.Check chlorine injection pointCannot get test kit readings for free chlorine residualChlorine levels too high. Reagent may be bleached by excessive chlorine level.Test disinfectant level with 10:1 dilution test. Close pool/spa until free chlorine residual is within the legislated requirementChlorine levels too lowCheck chlorine dosingThe reagent may have deteriorated. They have a limited life span, particularly in a warm environment. Check reagent use-by date Contact the supplier for more information on shelf lifeCyanuric acid too highPossible over-dosage of cyanuric acid.Re-test and confirm reading Backwash (or dilute) pool, re-test the next day, repeat until cyanuric acid level is corrected* ORP � Oxidation reduction potential Adapted from: Pool Water- Treatment Advisory Group 2017, swimming pool water � treatment and quality standards for pools and spas1 and a Victorian Government initiative 2008, pool operators� handbook 2. 1 Pool Water Treatment Advisory Group, 2017. Swimming Pool Water: treatment and quality standards for pools and spas. 2 A Victorian Government initiative, 2008. Pool operators� handbook. Available at  HYPERLINK "https://www.commercialpoolconsulting.com.au/assets/main/Pool-Operators-Handbook.pdf" https://www.commercialpoolconsulting.com.au/assets/main/Pool-Operators-Handbook.pdf (Cited at 4 Nov 2021) Sensory Quality Table  SEQ Table \* ARABIC 22: Troubleshooting Sensory Quality Issues ProblemPossible reason(s)Initial responseWater has a bad taste or smell � irritates eyes and throatHigh combined chlorine caused by excessive bather load or contamination from other sources. Use of quaternary ammonia-based chemicals and chlorine forming offensive compounds. Check combined chlorine levels and type if necessary, dilute or correct free chlorine level Superchlorinate during closure, then backwash and add coagulant. if necessary, repeat this regularly as a proactive measure Continuous dilution of the pool/spa water may be required if the problem persists Re-evaluate filtration systems efficacy in managing bathing loadA build-up of organic material in overflow channels and/or balance tanks.Clean overflow channels and balance tanks during period maintenance (if practical)pH outside of correct rangeCheck and correct if necessaryScale build-up appearing Hard scale on surfaces, fittings, pipes, etc. Water may feel harshHardness salts coming out of solutionCheck and where necessary correct pH, alkalinity, hardness Test chemical levels and adjust according Langelier Saturation Index (LSI)Slimy, coloured growth on pool walls, floor, black on groutingAlgae (green/black) � sunlight, poor hydraulics Biofilm (other colours) of a bacterial colonyClose the pool for cleaning, scrub the affected area, vacuum to waste, increase disinfectant level, backwash, and add a coagulant If the problem persists: consider using algicide as directed by the label when the pool is not in use consider getting a sample analysed to help identify the organismCloudy waterBather load may be too high.Reduce bathing load and allow the water to recoverCirculation pumps may have failed, or flow may be restricted by clogged lint screens/baskets.Check circulation pump(s) and lint screen/basketsMineral salts may be coming out of solution.Check and where necessary correct pH, alkalinity, and calcium hardness枛according to LSIA high pH may cause coagulant to be present in the water. There is usually a white discolourationCheck for coagulant overdose and/or high pHAir introduced when dosing coagulant Check on coagulant dosing; check air release on filters and for air leaks on the suction side of the pumpContamination by algae. High cyanuric acid levels may reduce the effectiveness of the chlorine, to a level that allows an algae bloom.Superchlorinate during closure, backwash and add coagulant Always maintain disinfectant levels If symptoms persist, check for high levels of cyanuric acid if high, dilute the pool water until normal levels are attained and then repeat the above actionsCopper in the water may cause green discolouration. Langelier抯 Saturation Index is tending towards formation of scale. Test for presence of copper if discolouration persists.High concentration of chlorine or bromine may cause green discolouration. Test disinfectant level with a 10:1 dilution test. Close pool/spa if outside the legislated requirement As per 揇isinfectant too high�Ozone off-line for extended periods of time in full-stream ozone/chlorine systems may cause green discolouration. Coagulation with poly-aluminium-chlorideFilter is dirty.Check filter(s) pressure differentials Clean and backwash filtersFilter old and clogged.Superchlorinate filter media during pool closure Inspect filter vessel if symptoms persistFiltration inadequateCheck filter, coagulant dosing, filtration rate, and backwash frequencyWater collector system is broken.Inspect filtered water collector system and replace if necessaryWater clarity generally poorWrong filter or incorrect useCheck filtration media for contamination, deterioration or for the need to flocculate or add mediaInsufficient chlorine.Check and correct free chlorine residualStabiliser too high or too low.Check and correct stabiliser levelIncorrect or no coagulant.Check coagulant useInsufficient backwash frequency.Increase backwash frequencyWater has a salty tasteDissolved solids too high.Dilute with mains waterStaining at water inletIrons salts coming out of solution.Check pH, water balance, coagulationAdapted from: Pool Water- Treatment Advisory Group 2017, swimming pool water � treatment and quality standards for pools and spas1 and a Victorian Government initiative 2008, pool operators� handbook 2. 1 Pool Water Treatment Advisory Group, 2017. Swimming Pool Water: treatment and quality standards for pools and spas. 2 A Victorian Government initiative, 2008. Pool operators� handbook. Available at  HYPERLINK "https://www.commercialpoolconsulting.com.au/assets/main/Pool-Operators-Handbook.pdf" https://www.commercialpoolconsulting.com.au/assets/main/Pool-Operators-Handbook.pdf (Cited at 4 Nov 2021) Utility Table  SEQ Table \* ARABIC 23: Troubleshooting Utility Issues ProblemPossible reason(s)Initial responseFilter inlet pressure is high Outlet pressure is lowFilter is dirty. Backwashing/cleaning too infrequent. Scale blocking the filter.Check and improve backwash effectiveness Check water flow Backwash filter Consider replacing filter mediaIncorrect coagulant dosing.Check coagulant dosing Inspect filter for cloggingFilter inlet and outlet pressures are highValve on the discharge side of the filter may be closed past its normal position. Water flow restricted.Check the valve positions on the discharge pipework of the filter.Poor air quality Air circulation poor.Check air handling is operating normally Introduce more fresh air Check, clean or replace air filters as required Check damper operation if necessaryCombined chlorine too high.Restore recommended chlorine levels by achieving breakpoint to oxidise combined chlorineTemperature too high.Reduce to recommended levelsCirculation failureIncorrect valve positions on pump(s) or filter(s) can extensively damage filtration system.Check that there is sufficient water for pump(s) to operate If water level is low, ensure that the make-up system is functioning correctly Check that the circulation pump is turned on at the power supply and control panel Check suction and discharge pressure gauges (as well as any other flow indictors) for normal pump operation Check valve positions on the pump and filterORP too lowDisinfection too low.Act as per 揇isinfection too low�pH or cyanuric acid too high.Act as per 損H too high� or 揅yanuric acid too high�ORP sensor may be fouled, out of calibration or faulty.Clean/calibrate/replace sensorORP too highDisinfection too high.As per 揇isinfection too high�pH too low.As per 損H too low�ORP sensor may be fouled, out of calibration or faulty.Clean/calibrate/replace sensorAdapted from: Pool Water- Treatment Advisory Group 2017, swimming pool water � treatment and quality standards for pools and spas1 and a Victorian Government initiative 2008, pool operators� handbook 2. 1 Pool Water Treatment Advisory Group, 2017. Swimming Pool Water: treatment and quality standards for pools and spas. 2 A Victorian Government initiative, 2008. Pool operators� handbook. Available at  HYPERLINK "https://www.commercialpoolconsulting.com.au/assets/main/Pool-Operators-Handbook.pdf" https://www.commercialpoolconsulting.com.au/assets/main/Pool-Operators-Handbook.pdf (Cited at 4 Nov 2021) APPENDIX Daily Log Sheet - Check prior to opening DatePublic swimming pools and spa poolsOpening time:Closing time:TimeFree chlorine mg/LTotal chlorine mg/LCombined chlorine mg/LpHTemp 癈Total alkalinityCyanuric acidCalcium hardnessWater clarity NTUCondition of facilityFilters operatingAre results compliant?Corrective actions requiredSigned byWater balance For example,. Langelier Saturation index (LSI) LSI = pH + TF + AF + CF � 12.1pHTemperature factorAlkalinity factorCalcium factorLSI resultPerformed byFactorClose outNamePositionSignedDateSupervisorSigned:Date: Reference List A Victorian Government initiative, 2008. Pool operators� handbook. Available at https://www.commercialpoolconsulting.com.au/assets/main/Pool-Operators-Handbook.pdf (Cited at 4 Nov 2021) American National Standard for Water Quality in Public Pools and Spas. Available at https://webstore.ansi.org/Standards/APSP/ansiapsp112019. AS3633 � 1989 private swimming pools � Water Quality Centers for Disease Control and Prevention, 2018. US Department of Health and Human Services. The model aquatic health code. Available at: https://www.cdc.gov/mahc/index.html Griese, M. H., Hauser, K., Berkemeier, M., and Gordon, G. (1991). Using reducing agents to eliminate chlorine dioxide and chlorite ion residuals in drinking water. Am. Water Works Assoc. J. 83, 56�61. Iatrou, A & Knocke, WR, 1992, 慠emoving Chlorite by the Addition of Ferrous Iron�, Journal - American Water Works Association, vol. 84, no. 11, pp. 63�68, doi: 10.1002/j.1551-8833.1992.tb05883.x. Pool Water Treatment Advisory Group, 2017. Swimming Pool Water: treatment and quality standards for pools and spas. World Health Organization (WHO). 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