Water Safety Plan Guide Filtration – Slow Sand Filtration Version 1, Ref P6.2 January 2014 Citation: Ministry of Health. 2014. Water Safety Plan Guide: Filtration – Slow Sand Filtration, Version 1, ref p6.2. Published in January 2014 by the Ministry of Health PO Box 5013, Wellington, New Zealand ISBN: 978-0-478-42732-5 (print) ISBN: 978-0-478-42733-2 (online) Previously published in 2002 as Public Health Risk Management Plan Guide: Filtration – Slow Sand Filtration, Version 1, ref p6.2. This publication’s title and any reference within the text to ‘public health risk management plan’ were changed in January 2014 to reflect the December 2013 legislation change of the term ‘public health risk management plan’ to ‘water safety plan’. No other changes have been made to this document. This document is available at: www.health.govt.nz This work is licensed under the Creative Commons Attribution 4.0 International licence. In essence, you are free to: share ie, copy and redistribute the material in any medium or format; adapt ie, remix, transform and build upon the material. You must give appropriate credit, provide a link to the licence and indicate if changes were made. Contents Introduction 1 Risk Summary 2 Risk Information Table 3 Contingency Plans 6 Water Safety Plan Performance Assessment 7 Ref P6.2 Version 1, January 2014 Water Safety Plan Guide: Filtration – Slow Sand Filtration iii Introduction Slow sand filtration can be used to remove germs, particles and natural organic matter from water. These contaminants are the concern of this Guide. Slow sand filtration can also remove compounds that cause tastes and odours, but these are not considered here. Slow sand filters are simple to construct and operate, and do not require the use of chemicals. The top layer of the filter, which contains dirt, and living and dead organisms, is mainly responsible for removing contaminants from the water. Slow sand filters have been shown to be good at removing germs, including Giardia cysts. They are poor at removing colour from water. It is important to disinfect the filtered water before use, however, because some of the organisms living in the sand may be carried into the filtered water. If an event occurs during the operation of the slow sand filter (ie, the process doesn’t work properly), the following could happen: if particles are not removed, sickness can come from larger germs not being removed if natural organic matter is not removed, it reacts with the disinfectant and can cause sickness from germs not being killed, and from disinfection by-products. Slow sand filter operation can present risks to the health and safety of the operators. These are acknowledged, but are not discussed further as such risks are the subject of health and safety in employment legislation. The quality of the water produced by slow sand filtration will affect how well any following disinfection works. How well the filters work depends on: Raw water quality (see Guide S1.1): – slow sand filters are easily clogged and need raw waters with low concentrations of algae and other particles (turbidities less than 15-20 NTU1). Pre-treatment (see the P1 and P4 series of Guides): – Filter operation: – – filters have to be cleaned from time to time by scraping off the top layer after cleaning, water quality may not be at its best for several hours or days. This is the time needed for living organisms to grow on top of the filter again – the filter works best after its been cleaned a few times. Filter design: – – 1 processes removing particles, eg, sedimentation, can be used, so long as they do not require coagulation. water coming into the filter must not disturb the sand the slower water passes through the filter, the better the water quality. NTU nephelometric turbidity units. Ref P6.2 Version 1, January 2014 Water Safety Plan Guide: Treatment Processes – Slow sand filtration 1 Risk Summary The event creating the greatest risk involved in slow sand filtration is poor removal of particles (see P6.2.1). The most important preventive measures are: to make sure the raw water quality is suitable for the filter (see P6.2.1.1) to carry out cleaning of the filter correctly (see P6.2.1.4). (References in parentheses are to the Risk Information Table.) 2 Water Safety Plan Guide: Filtration – Slow Sand Filtration Ref P6.2 Version 1, January 2014 Risk Information Table Reliable information about raw water quality is essential for the proper management of a water supply. Knowledgeable and skilled staff are also essential for minimising the public health risks associated with water supplies. Please read the staff training (Guide G1) and the monitoring guides (Guide G2). While we haven’t pointed out every detail of how these documents are linked with the present document, the links are many and are important. Abbreviations: DWSNZ – Drinking-Water Standards for New Zealand. Causes Preventive measures Checking preventive measures What to check Corrective action Signs that action is needed Event: PARTICLES NOT REMOVED Possible hazards: Germs not removed (particularly Giardia and Cryptosporidium). Level of risk: High1 P6.2.1.1 Raw water quality too poor for the filter to treat. P6.2.1.2 Incorrect flow rates. Monitor raw water quality to determine when the filter should be bypassed or treatment turned off. Adjust inlet/outlet valves to balance flow rate according to the standard operating procedures for the filter. Raw water quality. Particle counts in water leaving the filter. Raw water turbidity is more than 20 NTU. Non-compliance with Section 3.2.3.1 of DWSNZ:2000. Microscopic particle analysis of water leaving the filter. Volume of water passing through the filter before it needs to be cleaned – UFRV.2 Flow rates. Reassess whether this treatment is suitable for the typical raw water quality. Plan for source development or pre-treatment. Review standard operating procedures. UFRVs2 are unstable (indicates a possible problem with the way the filter is operating). Flow rates are more than 0.2 m/h. Head loss rate increases rapidly. Non-compliance with Section 3.2.3.1 of DWSNZ:2000. 1 The consequence of the event, and therefore the level of risk, will be influenced by the quality of the source water and the type and effectiveness of any disinfection after slow sand filtration. 2 Unit Filter Run Volume. Ref P6.2 Version 1, January 2014 Water Safety Plan Guide: Treatment Processes – Slow sand filtration 3 Causes Preventive measures Checking preventive measures What to check Corrective action Signs that action is needed Event: PARTICLES NOT REMOVED cont’d P6.2.1.3 Schmutzdecke3 is immature or ineffective. P6.2.1.4 Incorrect or unsuitable cleaning procedures. P6.2.1.5 Follow site-specific procedures for correct cleaning. Use protective boards when walking on the filter bed. Limit sand removal to the top 2–3 cm. When operating filters in tandem ensure that alternation of the flow between the two filters is balanced (to avoid organic matter penetrating the filter bed and rotting). 4 Development of oxygendeficient conditions in the filter bed. 3 Protect filter from high turbidity waters and high levels of algae. Provide an adequate time after cleaning for the schmutzdecke to re establish. Abnormally slow development of headloss. Microscopic particle analysis of water leaving the filter. Non-compliance with Section 3.2.3.1 of DWSNZ:2000. Particle counts in water leaving the filter. Reassess whether this treatment is suitable for the typical raw water quality. Assess how filter can be better protected from poor water quality, and implement changes. Review standard operating procedures. Change to alternate filter and increase ripening period of original filter. Review standard operating procedures. Review standard operating procedures. Ensure that water quality entering the filter is satisfactory. Filter headloss. Measurement of sand depth removal pattern at regular intervals during cleaning process. Balance between inlet/outlet flows difficult to regulate. Abnormally long period after recommissioning to achieve DWSNZ:2000 compliance. Length of flow cycles through the two filter beds. Non-compliance with Section 3.2.3.1 of DWSNZ:2000. Condition of filter beds. Evidence of rotting matter in the sand. Unpleasant odours in the treated water. Greater use of one filter in the pair than the other. Ensure newly matured beds receive a regular flow of water to maintain their biological characteristics. Avoid build up of biological (eg, algae)and particulate matter in the filter bed. The schmutzdecke is the mat of dirt, and living an dead organisms, on the top of the sand which removes particles and the germs. Water Safety Plan Guide: Filtration – Slow Sand Filtration Ref P6.2 Version 1, January 2014 Causes Preventive measures Checking preventive measures What to check Corrective action Signs that action is needed Event: PARTICLES NOT REMOVED cont’d P6.2.1.6 Ensure sampling procedures comply with the requirements of DWSNZ:2000. Provide staff training in: – operation of slow sand filters – collection of monitoring samples – recording of monitoring results. Poor quality assurance procedures. Monitoring as per Section 3.2.3.1 DWSNZ:2000. Non-compliance with Section 3.2.3.1 of DWSNZ:2000. Identify shortcomings in sampling procedures and rectify. Identify shortcomings in staff training and rectify. Determine whether changes to operating procedures need to be made. Undertake regular audits of filter operating procedures. Event: NATURAL ORGANIC MATTER NOT REMOVED Possible hazards: Disinfection by-products (trihalomethanes, haloacetic acids, chloral hydrate (chlorine) and chlorite (chlorine dioxide)), and germs not removed. Level of risk: Low4 P6.2.2 The causes, preventive measures, etc., for this event are the same as those given for event P6.2.1. See P6.2.1.1–P6.2.1.6. 4 The consequences of the event, and therefore the risk, will be influenced by the quality of the water source. Ref P6.2 Version 1, January 2014 Water Safety Plan Guide: Treatment Processes – Slow sand filtration 5 Contingency Plans If an event happens despite preventive and corrective actions you have taken, you may need to consult with the Medical Officer of Health to assess how serious a problem is. Event – Particles and large germs not removed Indicators: Required actions: Responsibility: 6 High turbidity of filtered water. More than 0.01% of 2–15 m-sized particles are detected in filtered water (see Section 3.2.3.1 DWSNZ:2000). Cases of giardiasis and cryptosporidiosis, associated with periods of poor water quality, reported in the community. Immediately take the treated water off-line. Provide another source of potable water until water of acceptable quality can again be supplied. Identify the cause of inadequate filtration and rectify (see Section 3.4.2.1, DWSNZ:2000). Monitor particle counts until they reach acceptable levels. If inadequately filtered water has entered the reticulation, inform the MOH of the transgression, and assess whether a ‘boil water’ notice is required. Restart plant operation. Record the cause of the failure and the corrective steps taken. Modify water safety plan if necessary. Manager designated responsible for water supplies. Water Safety Plan Guide: Filtration – Slow Sand Filtration Ref P6.2 Version 1, January 2014 Water Safety Plan Performance Assessment To make sure that your supply’s water safety plan (formerly known as a Public Health Risk Management Plan, PHRMP) is working properly, periodic checks are needed. The Overview document outlines what needs to be done. The following table provides the detailed information for checking this particular supply element. What to measure or observe: How often: What to do with the results: Responsibility: Ref P6.2 Version 1, January 2014 Particle size. Microscopic particle analysis. Follow the protocols set out in Section 3 of the DWSNZ:2000. For populations of more than 10,000, periodic filter performance testing and on-line particle counting, as in Table 3.3 of DWSNZ:2000. For populations of 10,000 or fewer, as for populations of more than 10,000, or by direct microscopy as in Table 3.3 of DWSNZ:2000. Record results to meet legislative requirements or to allow water safety plan performance assessment. The WINZ database is good for this. The collected data need to be periodically reviewed to see whether problems with this supply element are developing. This should be done as frequently as the manager responsible considers necessary to minimise risk to public health arising from this supply element. Should this review show any unusual incidents, indicate that proper procedures are not being carried out, highlight poor laboratory results or indicate that poor water quality is reaching customers, then review the procedures for managing the slow sand filter. Evaluate the monitoring results, and any actions taken as the result of having to implement a contingency plan, to see if the water safety plan needs modification – eg, preventive measures are up to date; the contingency plan steps are still adequate; and changes to the slow sand filter are recognised in the plan. Manager designated responsible for the water supply. Water Safety Plan Guide: Treatment Processes – Slow sand filtration 7