|Sanitation Promotion (SIDA - SDC - WSSCC - WHO, 1998, 292 p.)|
|Promotion through innovation|
1 WKAB, Pataholm 5503, 5-384 92 ALEM, Sweden. The views expressed in this article are controversial and not necessarily shared by all members of the Working Group on Promotion of Sanitation or the World Health Organization. However, the author's viewpoint stimulates thinking and debate in the sector and may encourage further research, development and field trials of alternative sanitation systems. Some of the alternative systems are featured in other articles in this book.
Many of us have a bathroom; we turn a tap and get water, we flush the toilet and get rid of whatever we have put there. We take these facilities for granted. But most people in the world have no piped water in the house and many (WHO estimates nearly 3000 million) lack even the most basic sanitation (1).
There is a need for a paradigm shift away from the present non-ecological, flush-and-discharge approach, to a holistic approach, taking into account that sanitation is a system where the environment is an important component. To meet the requirement for ecological sanitation we must have ecological toilets. This article presents a tentative list of criteria for ecological sanitation systems and gives examples of ecological toilets from around the world. The basic theme of this article is: Don't mix!
Sanitation is a better term that toilets. A flush toilet is basically a machine for mixing human urine, faeces and water. Sanitation, on the other hand, is a system. The main components of that system are nature, society, process and device (Figure 1).
When discussing sanitation, and particularly sanitation in relation to the environment, we have to consider all these components. We cannot afford to neglect any one of them.
The crisis in sanitation
Sanitation is a problem that in many places around the world has reached crisis proportions (2). The main reasons behind this global sanitation crisis are rapid population growth and an unsuitable technological response.
Rapid population growth
Rapid human population growth results in ever increasing densities, in urban growth, in the establishment of squatter areas and in a high burden of disease.
Figure 1. The main components of a sanitation system
Figure 2. Human population density changes over the last 10 000 years; 1 dot = 5 million people (3).
Densities. There was a time in history when sanitation was less of a problem - or no problem at all: the human population was small and dispersed over a large area.
But the situation is changing rapidly. The human population is now 1000 times greater than it was 10 000 years ago. Over the past 30 years it has doubled and it may double again in the next 40-50 years. One consequence of this population growth is that we now live closer together, at ever increasing densities, putting higher and higher pressure on the environment. The closer together we live, the more important it is for us to have access to, and make use of, good sanitary facilities (Figure 2).
Urban growth. Today 2500 million people live in urban areas. Thirty years from now the urban population will reach 5000 million (Figure 3).
Figure 3. Urban population 1995-2025, less developed and more developed countries (4).
Squatter areas. If present trends continue the majority of urban dwellers in the world will live in unplanned, unserviced squatter areas in small and medium-sized towns. The typical urban dweller of the next century is not going to live in a pleasant, comfortable flat or house, with paved streets, electricity, a sufficient, pure and reliable supply of water, flush toilet, garbage collection and everything else that we tend to take for granted. Twenty to thirty years into the next century the typical urban dweller is more likely to live in a health-threatening environment: in a temporary shack along a filthy unpaved lane, water collected from a communal tap with erratic supply or bought from a water vendor, no toilet, and no garbage collection.
Disease burden. There is a marked difference in health between those who live in poor and in non-poor areas as reflected in the respective infant mortality rates. Infant mortality rates (meaning number of infant deaths per 1000 live births in one year) are far higher in the poor sections of many cities than in better-off sections. The examples in Table 1 show that the infant mortality rate in poor areas is 3-10 times higher than in the non-poor areas (5).
Table 1. The effect of poverty on the infant mortality rate
Poor environmental conditions give rise to high rates of diarrhoeal diseases, to helminth infections like ascariasis and hookworm, and to vector-borne diseases like malaria, dengue fever and Japanese encephalitis. More than three million people die of diarrhoea every year, most of them infants and young children; 1500 million people are currently infected with intestinal worms, all of which are spread through human excreta (6).
Unsuitable technological response
Conventional sanitation based on flush toilets, sewers and central treatment plants cannot solve these problems. Nor can they, in high-density urban areas, be solved by systems based on pit latrines of different kinds.
Flush-and-discharge. Flush-and-discharge systems make the problems of sanitation much worse. Under these systems a relatively small amount of dangerous material - human faeces - is allowed to pollute a huge amount of water. In spite of this, flush-and discharge is universally regarded as the ideal option for urban areas. Almost without question it is promoted in cities and town around the world, even in poor countries where people cannot afford it and in arid areas where there is hardly enough water for drinking (Figure 4).
Figure 4. Flush-and-discharge
This glorification of flush-and-discharge is based on a number of assumptions:
- that the problem is one of sewage disposal;
- that fresh water is an unlimited resource;
- that at the end of the pipe the sewage is treated; and
- that the environment can take care of the discharge from the treatment plant.
However, none of these assumptions is correct;
- the basic problem is the disposal of human faeces and urine, not sewage;
- outright shortage of water is, or will very soon become, a major problem for most Third World cities;
- only a tiny fraction of all sewage produced in the Third World is treated; and
- all over the world we can find examples of natural ecosystems destroyed by the discharge of untreated or partly treated sewage.
Each of these points is discussed in more detail below.
Sewage disposal vs. management of urine and faeces. A human body does not produce sewage. Sewage is the product of a particular technology. The human body produces urine and faeces. These are often referred to as human excreta but it is important to remember that they are in fact two different substances which leave the body through separate openings and in different directions.
Each person produces about 500 litres of urine and 50 litres of faeces per year. Fifty litres of faeces should not be too difficult to manage. It is not a very pleasant product and may contain pathogenic organisms. But the volume is small: when dehydrated it is actually no more than a bucketful per person per year. The real problem is that in the flush-and-discharge system faeces are not handled on their own. They are mixed with urine. This means that instead of 50 litres of a heavily polluted substance we have to take care of 550 polluted, dangerous and extremely unpleasant litres.
One of the reasons behind the unpleasantness of the mixture of urine and faeces is that faeces contain a bacterium, Micrococcus ureae, which when mixed with urine produces a very unpleasant smell (7).
Water scarcity. A flush system does not work without water. To flush away the 550 litres of faeces and urine in a sewered toilet each person uses about 15 000 litres of pure water every year. In most cities in the world there is nowhere near enough water to provide that amount for each of its inhabitants. The typical Third World city solves this problem by providing flush-and-discharge only to the rich, which of course means that there is even less water available to the poor.
Globally, some 80 countries with 40 per cent of the world's population are already suffering from water shortages at some time during the year (8). Chronic freshwater shortages are expected by the end of the decade in much of Africa, the Middle East, northern China, parts of India and Mexico, the western United States, northeastern Brazil and in the former Soviet Central Asian republics. China alone has 300 cities facing serious water shortages (9).
Wastewater treatment. Ninety-five per cent of all sewage in the Third World is discharged completely untreated into surface waters (10). Many cities do not have any sewage treatment system at all, and of those that do, most serve only a small fraction of the population.
Even where there is treatment, the vast majority of sewage treatment technologies in use today still contribute significant amounts of pollutants to the environment. Even modern treatment facilities cannot cope with for example phosphates and nitrates. Nor are treatment plants designed to detoxify chemical wastes. Primary treatment simply filters out floating and suspended material; secondary treatment facilitates the biological degradation of faeces and urine and other similar material; and disinfection destroys infectious organisms. Most of the industrial and household toxic wastes released into sewers are either discharged into receiving waters, or remain in the sludge.
Ecosystem overload. In the past it was a common assumption that the pollution which results from conventional sanitation technologies can be safely assimilated by the environment. This assumption is not correct. Some chemicals will decompose and be removed by natural processes, but most will remain in the environment. The inevitable end products of a sewage system are polluted waters and toxic sludge.
The four conventional sludge disposal methods are ocean dumping, landfilling, incineration and application on agricultural land. From an environmental point of view all these methods are unacceptable and from all over the world we have reports of the degradation of the environment due to sewage discharge and sludge disposal.
Drop-and-store. The alternative to flush-and-discharge is drop-and-store (Figure 5).
Such systems can be simple and relatively low-cost, and they are easy to understand and to operate. But they have many drawbacks: smell, fly breeding, risk of pit collapse, and often a relatively short life. From time to time new pits have to be dug. This may be difficult on crowded sites. In many cases drop-and-store systems cannot be used at all: on rocky ground, where the groundwater table is high and in areas periodically flooded. Recent experiments using biotracers indicate that the risk of groundwater contamination from pit latrines is greater than generally assumed (11).
Figure 5. Drop-and-store
Drop-and-store systems resulting in large number of excreta-filled pits are not feasible in densely built up urban areas. Nor is the Japanese jokaso system (jokaso is a Japanese technology for collection and treatment of nightsoil) a realistic option for poor countries. With manual collection the jokaso system is unacceptable for health reasons. With collection by vacuum pump truck, as in Japan, the system is extremely expensive in terms of initial investment, operation and maintenance.
A new approach
Conventional sanitation in the form of flush-and-discharge offers no solution to the global sanitation crisis. We need a new approach, a new paradigm in sanitation.
The major question in sanitation today is: How can a rapidly growing city short of money and water and with limited institutional capabilities achieve safe, non-polluting sanitation for all its inhabitants?
A new approach to sanitation must be based on equity, prevention and sustainability. Sanitation systems of the future should:
- ensure equity in the distribution of water;
- prevent harm to human health;
- achieve zero pollution discharge;
- enable us to recycle human urine and faeces as plant nutrients;
- adjust to small municipal budgets and low-income households; and
- offer a level of convenience comparable to that of conventional options.
We can call this new paradigm ecological sanitation. The first principle of ecological sanitation is: Don't mix!
- human urine and faeces;
- human excreta and water;
- blackwater and greywater;
- household wastes and industrial wastes; or
- wastewater and rainwater.
By keeping urine and faeces apart, problems of bad odours and fly-breeding are reduced or even eliminated, and storage, treatment and transport are made easier.
If urine is not going to be used, it can be soaked into the ground or evaporated. However it is better to recycle urine because it contains nitrogen and phosphates in forms that are easily absorbed by plants. Urine, diluted with water, can be used directly in the garden or it can be stored and used at a later date (Figure 6).
Figure 6. Alternatives for managing urine
Faeces can, if necessary, be processed in several steps before they are reused (Figure 7).
In an ecological toilet, that is a dry toilet with urine separation, they are subject to primary treatment, basically dehydration, which also effectively destroys most of the pathogenic organisms. If this local primary treatment is insufficient, the dry output from the toilet can be transported to a neighbourhood composting station for secondary treatment. If a sterile product is required a tertiary treatment could be incineration.
The amount of treatment required depends on the health status of the users as well as on the intended end use of the product. Most pathogenic organisms can be destroyed by the primary on-site treatment which is usually dehydration or decomposition. Where intestinal parasites are common, some form of secondary treatment may be required, for example high-temperature composting. Tertiary treatment by incineration, for example, should not be necessary but remains an option in exceptional circumstances.
By not mixing human excreta and flushing water the sanitation problem is limited to managing a comparatively small volume of urine and faeces. As a result, a lot of water can be saved, expenditure on pipe networks and treatment plants is reduced, jobs are created and the environment is preserved.
By not mixing greywater and blackwater a number of relatively simple on-site treatment methods can be used for the wastewater generated by food preparation and washing.
By not mixing stormwater and wastewater relatively simple methods can be used to store, treat and recycle stormwater locally (12).
Industrial wastewater containing dangerous, poisonous chemicals must of course be taken care of at source, by the industry generating it. All the heavy metals and toxic chemicals used in industrial processes must be retained in closed loops. This can be accomplished by the introduction of the polluter-pays principle. Such a change is economically and technically feasible but in many places politically difficult.
Figure 7. Treatment of faeces in stages
Examples of ecological sanitation
Don't mix is central to the new paradigm and to the concept of ecological sanitation.
There are three methods by which urine and faeces can be kept apart (Figure 8). The most straightforward method is never to mix the two. This way the urine remains relatively sterile and can be reused without any further treatment. Another possibility is to mix and then drain. The third possibility is to mix and then evaporate. These different methods are illustrated in the examples of ecological sanitation, some old, some new, described below.
The first example is from Sanaa in Yemen (Figure 9): a one-chamber dehydrating toilet with urine separation placed in a bathroom several floors above street level. In a traditional Yemeni town house the upper floors have toilet-bathrooms next to a vertical shaft that runs from the top of the house down to the level of the street. The faeces drop through a hold in the squatting slab. The urine drains away through an opening in the wall of the house, down a vertical drainage surface on the outer face of the building. Anal cleaning with water takes place on a pair of stones next to the squatting slab.
Figure 8a. Ways of separating urine and faeces - keep separate
Figure 8b. Ways of separating urine and faeces - mix then drain
Figure 8c. Ways of separating urine and faeces - mix then evaporate
The water is drained away the same way as the urine. As Sanaa has a hot, dry climate the faeces quickly dry out. They are collected periodically and used as fuel (13).
The second example is from Vietnam and Guatemala. It is a two-chamber dehydrating toilet with urine separation (Figure 10). The toilet chambers are built above ground. Urine is collected and piped into a container or soakpit. Faeces are dropped into one of the chambers, the other one is kept closed. Papers used for anal cleaning are put in a metal bucket and burnt.
Each time they defecate, people sprinkle some ashes, lime or soil on the faeces. When the chamber is nearly full it is topped up with soil and the drop hole is sealed with mud. (In Guatemala a plastic bag is placed over the seat.) The second chamber is then used. When that one is nearly full, the first chamber is opened and emptied. The dehydrated faecal material is used as a fertilizer and soil conditioner.
Figure 9. Section through a house in the old part of the town of Sanaa. On the upper floors there are bathrooms with urine-separating toilets
Figure 10. The Vietnamese double-vault, dehydrating toilet, here shown without superstructure. The LASF toilet in Guatemala is of similar design although provided with two seat-risers rather than a squatting slab with two holes
This type of latrine is also used in high-density urban squatter areas, for instance in Hermosa Provincia, in the centre of San Salvador, the capital of El Salvador (Figure 11).
In a further development of the LASF toilet is has been equipped with a solar heater. The main purpose of the heater is to increase evaporation from the chamber. The example below is from the community of Tan near San Salvador (Figure 12).
Figure 11. LASF toilets in a densely-populated squatter area in central San Salvador
Figure 12. A dehydrating toilet with urine separation and solar-heated vault. El Salvador
Figure 13. A composting toilet with solar heating but no urine separation, Mexico
A prefabricated version of the solar-heated toilet has been produced in Mexico for more than 15 years (Figure 13). It can be used either as a dehydrating toilet or as a composting toilet; there are versions with and without urine separation and with one or with two chambers.
Ecological sanitation is not only for poor countries. In Sweden a number of ecological toilets have been on the market for many years. One type, WM Ekologen system, is based on urine separation and dehydration (Figure 14). Urine is stored in an underground tank until reused as a fertilizer. Faeces are dehydrated in a bucket directly under the toilet seat. The toilet is placed indoors. The system is usually combined with separate, on-site treatment of greywater.
Another example, the Clivus Multrum (Figure 15), has no urine separation and is based on decomposition of faeces and organic household wastes. Urine and faeces are mixed with organic household refuse, in this case via a refuse chute from the kitchen. The chamber is placed in the basement, directly under the bathroom and kitchen. This system is by now well tested in Scandinavia as well as in North America and has actually been on the market for nearly 50 years.
Figure 14. A dehydrating toilet with urine separation, Sweden
The failure of conventional sanitation technologies to prevent pollution is of particular concern on small islands. Nearly every Pacific island nation has identified critical environmental problems resulting from conventional disposal methods. The CCD toilet in Yap was developed by Greenpeace in an attempt to achieve zero-discharge (Figure 16). It is a single-chamber composting toilet combined with a greenhouse for evapo-transpiration of urine and water. A nylon fishing net, hanging from hooks imbedded in the chamber walls, is used to separate solids from liquids. A mat woven from palm leaves sits in the net to catch solid materials deposited through the toilet seat. In some units, strips of polyester from old clothing hang from the net to enhance evaporation by acting as wicks to draw up liquids into the airflow generated by the large diameter vent pipe (14).
Figure 15. A composting toilet without urine separation, Sweden
Figure 16. The CCD composting toilet with evapo-transpiration, Yap
The final example is a two-chamber, solar-heated composting toilet from Ecuador, high up the Andes mountains (Figure 17) (15). At this altitude there is no need for urine separation as natural evaporation takes care of any excess liquid. Although called a composting toilet it is more likely to function as a dehydration toilet.
Figure 17. A solar-heated dehydrating toilet developed by FUNHABIT in Ecuador
These examples from around the world show that ecological sanitation exists, that it works and is feasible.
This article has raised a number of issues related to the environment and toilets. The conclusions are short and simple: Don't mix! Don't flush! Don't waste!
· Don't mix urine and faeces - keep separate!
· Don't flush away faeces - dehydrate!
· Don't waste a valuable resource - fertilize!
Ecological sanitation is not merely an option for the future of our cities - it is a necessity!
(1) WHO. Creating healthy cities in the 21st century. Geneva, World Health Organization, 1996 (unpublished document WHO/EOS/96.9).
(2) Black M. Mega-slums: the coming sanitary crisis. London, WaterAid, 1994.
(3) Boyden S, Dover S. Natural-resource consumption and its environmental impacts in the western world - impacts of increasing per capita consumption. Ambio, 1992, 21(1):63-69.
(4) UN. World urbanization prospects 1994. New York, United Nations, 1995.
(5) EHP (Environmental Health Project) Health and the environment in urban poor areas - avoiding a crisis through prevention. In: Capsule Report, No 1, March 1996. Cambridge, Massachusetts, USA, 1996.
(6) WHO. Community water supply and sanitation: needs, challenges and health objectives. Report of the Director General. Forty-eighth World Health Assembly, Provisional agenda item 32.1, Geneva, World Health Organization, 1995 (unpublished document A48/INF.DOC/2).
(7) Wolgast M. Rena vatten - om tankar i kretslopp. Uppsala, Creanom HB, 1993 (in Swedish).
(8) UN Habitat. Water crisis to strike most developing world cities by 2010. UN Habitat press release, Nairobi, 1996.
(9) UNDP. Habitat II, Dialogue III: Water for thirsty cities, Report of the Dialogue. United Nations Development Programme, United Nations Conference on Human Settlements, June 1996, Istanbul.
(10) WRI. World resources, 1992-1993. New York, Oxford University Press, 1992.
(11) StenstrA. Water microbiology for the 21st century. Paper presented at workshop 3, Stockholm Water Symposium, 7 August 1996, Stockholm.
(12) Niemczynowicz J. New aspects of urban drainage and pollution reduction towards sustainability. Water Science and Technology, 1994, 30(5).
(13) Winblad U, Kilama W. Sanitation without water. London, Macmillan, 1985.
(14) Rapaport D. Sewage pollution in Pacific island countries and how to prevent it. Eugene, Oregon, Centre for Clean Development, 1995.
(15) Dudley E. The critical villager - beyond community participation. London, Routledge, 1993.
© Uno Winblad, 1996, edited by WHO with permission of Uno Winblad, 1997.
1 Ecological Sanitation, Stockton, Australia.
This article summarises the process of introducing composting toilets in two countries of the Pacific region. The first was in Micronesia in the Republic of Kiribati 1994-1996 and the second in Polynesia in the Kingdom of Tonga 1996-1998. Although Tonga and Kiribati have some cultural and development differences, the lessons learnt in Kiribati were carried into the subsequent Tongan project.
The overall objective of the trial was to explore an innovative technology and its promotion in contexts where alternatives to existing systems were obviously needed owing to groundwater pollution. The specific objectives of the activity were to promote a sanitation technology that:
- would minimise pollution of the groundwater with pathogens or undesirable nutrients;
- would not use limited water resources;
- was easily maintained; and
- would create awareness of the value of recycling nutrients and the health risks associated with inadequate sanitation.
The technology selected was a double bin composting toilet.
The composting toilet
The composting toilet is a dry sanitation technology that requires the addition of carbonaceous material such as leaves or sawdust to be added after use. This is to obtain the necessary carbon/nitrogen balance and provide aeration for composting. After a required period for composting and destruction of any pathogens in the material, the end-product can be used as a fertiliser or disposed of safely in the ground.
The design uses an alternating bin system so one side could be used while the other side is composting (Figure 1). Any excess liquid that does not evaporate in the composting process drains through a slotted plastic pipe into a lined evapotranspiration trench and is absorbed by adjacent vegetation (Figure 2). In areas where the groundwater is high, the evapotranspiration trench is lined with builder's black plastic (polyethylene) sheeting to stop any effluent leaching down to the groundwater. (Fibreglass or ferrocement could be used instead of plastic sheeting but involves more expense and extra work.)
Figure 1a. Alternating batch composting toilet, Kiribati
Figure 1b. Alternating batch composting toilet, Kiribati
Figure 2. Evapotranspiration treatment trough of Kiribati composting toilet
Background to the Kiribati Trial
In the early 1970s on the coral atoll of South Tarawa, Kiribati (7.2 square kilometres and population in 1998 of 35 000), a reticulated sewerage system had been installed which had over time been problematic technically and culturally. It was apparent that an alternative was required. The donor agency, AusAID, did not wish to trial a new method on this densely crowded main island so a sparsely populated coral atoll 3300 kilometres from Tarawa was chosen. Kiritimati (or Faraway Island as it is known in local language) had approximately 4000 residents. As it was a large atoll (363 square kilometres), the traditional habit of defecating on the beach was effective and reasonably hygienic outside the village area, however for convenience, especially for women, on-site house toilets were desirable. Septic tank flush toilets or pit latrines were available in most government employee houses and some private homes. From the donor agency's point of view, composting toilets were appropriate because the agency was about to replace individual wells with a reticulated water supply system. The source of the reticulated system was the same groundwater and it was being polluted by seepage from the pit latrines and septic tanks. Pathogens that were causing common enteric diseases in the population were found in the groundwater. Dye tracing experiments had indicated routes of ingress from the toilets to the groundwater. The water supply project had been planned since 1982. The sanitation component was an enlightened afterthought.
Process of the Kiribati Trial
Initial meeting. Two Australian consultants, both women, visited Kiritimati for three weeks to connect with local health workers and the community. One was the designer of the toilets and the other was a community facilitator. The local counterparts were the Health Inspector and the Community Health Officer, also both women. This was the first time a sanitation system had been introduced by expatriate or local women. The team held introductory discussions using photographs and illustrations with the residents in the local meeting house (maneaba) and with women's groups and with government officials. There were to be twelve toilet units (ten in domestic locations and two at schools) trialed and after the presentations were completed, people were asked to volunteer to be participants. Fortunately, a suitable cross section of the community volunteered. The local government officials were inclined to use the project to fulfil their obligations to provide toilets for government employees, but gentle insistence by the team extended the trial to other residents.
It was obvious on this first visit that most people were interested in the new toilet because it was an aid project and it would not cost them anything to have one. It was also apparent that they would not really understand the design and its purpose until they could see a working example. The link between existing toilets and pollution of village water was demonstrated by pouring cup of vegetable dye in the bowl of a flush toilet connected to a septic tank and the colour was observed some weeks later in a nearby well. Most I-Kiribati2 did not believe the germ theory of disease transmission but had a strong aversion to faeces based on beliefs in sorcery. So they were horrified to think they might be drinking or washing in another person's body products. And some started making connections between the severe ongoing diarrhoea of their children and the well water.
2 Local name for people from the Republic of Kiribati.
Construction. Materials for construction of the toilets were then transported from Australia to Kiritimati. This took about 5 months due to irregular shipping. During the next visit of three weeks by the Australian team (the female designer and a male colleague), the toilets were constructed using local labour, and much time was spent with the participants showing them how to use and maintain the toilets. At the same time an educational video was shot by the team involving the participants and scripted by the Kiritimati counterparts. A design was prepared for a project T-shirt and poster and a song composed with the assistance of the Chief of Police (who was a poet) and the Curriculum Development Officer. The song was taught to the school children and this was filmed using a video camera. The educational materials illustrated the relationship between the use of the toilet and clean water, clean environment, fertile gardens and good health. The teachers from one of the schools choreographed a dance that demonstrated the message contained in the song. The teachers from the other school intended to compete with an even better dance but this did not eventuate, probably due to insufficient ongoing contact with the sanitation team. The Kiribati counterparts had to continue their other duties as Heath Inspector and Community Health Educator and probably did not give enough time to the sanitation project between visits by the Australian team members.
Further Construction and Monitoring. Four months later the Australian team members returned with the completed video, posters and T-shirts to monitor the composting process and the use and acceptance of the toilet. The donor agency had also been persuaded by the Australian team members to allow construction of three more toilets using locally available materials. The first twelve toilets had been prefabricated in Australia and did not really fit into the local environment. The prefabricated toilets required dependence on aid or imports for repairs.
The Kiribati Sanitation Promotion T-shirt - A
The Kiribati Sanitation Promotion T-shirt - B
The locally constructed toilets had thatched roofs and walls (Figure 1). The male householders collected the thatch and the women wove it for the roofs. The video was shown in all the meeting houses and was followed by discussion. There was no television or local radio on the island. Some residents had video machines in their homes. For many l-Kiribati this was the first time they had seen themselves, their neighbours or anyone from their country on the screen. This attracted a lot of interest and so easily spread the word about the toilets, the polluted water, and necessity to wash hands after defecating and before handling food. The second half of the video had an English section and showed the same type of composting toilets being used in rural and urban homes in Australia. This had quite an impact, as residents had thought this simple new technology was only for poor backward people like us. It was considered a status symbol to have a flush toilet although very few of them functioned for long and quickly became blocked and unusable. More people became interested in the composting toilet when they saw Australians dressed in business suits using them in modern bathrooms. The video ended with an Australian clown singing her own song about her preference for composting toilets. In a Pacific Island country where everyone is a musician, this was much appreciated. Both the Kiribati and Australian toilet songs could be heard being sung and whistled about the villages.
The posters were widely distributed but did not often appear on the walls of people's homes. With some feeling of frustration, the project team decided to sell the T-shirts. $A10 (approx. $US7) was the agreed price, quite costly in an economy where nurses only earned $30 a month, middle level public servants earned about $US 100 a fortnight, and extended families of up to twenty persons were often dependent on one wage earner. To the team's surprise, 300 T-shirts sold in a couple of days without any advertising. A message was received from a religious minister requesting that next time the T-shirts should be made with collars, as more than half his congregation were wearing them to church! The money from the sale of the T-shirts was used to buy prizes for a gardening competition. The competition was a Health Department initiative to encourage the community to eat a more balanced nutritious diet. During this visit the Australian team distributed non-hybrid flower and vegetable seeds to those interested, and assisted with fencing off areas in preparation for use of the compost.
Further monitoring. Four months later the Australian team returned to Kiritimati and participated in the opening of the fallow bin of the composting toilet to observe the end-product. This was a tense and very public event as the l-Kiribati were convinced that the excreta could not possibly transform into an acceptable fertiliser. The appearance of a sweet smelling leafy soil amazed everyone and the team were suddenly inundated with requests for toilets. The compost was tested and found to be safe and then used around fruit trees such as pawpaw and banana.
The evapotranspiration trenches were dug up to monitor what was happening to any liquid run-off from the bins. The trenches were surprisingly dry in all cases, with roots of nearby pawpaw trees observed to be growing down into the damp area at the bottom of the trench in two sites.
To ensure that the compost was safe to handle, microbiological studies were carried out throughout the trial. This process included taking fresh sample of faeces from the householders to establish what enteric diseases they were suffering from. Also, samples from the top of the pile in the toilet bin were taken to ensure that these pathogens had been excreted into the toilet, and then samples of the end-product or compost were taken to observe whether or not the composting process had destroyed the pathogens. No bacterial enteric pathogens were isolated from the compost that had matured in the fallow bin for six months. Microscopic examination demonstrated absence of all parasites found in fresh faecal samples with the exception of trichuris ova (trichuria). However none of the ova contained embryo and were therefore not infectious. Collecting faecal samples was a slow and delicate business. For cultural reasons people were very reluctant to provide body products to someone they did not know well and trust. It required many return visits and much consultation before the samples were provided.
A required time for safe composting was built into the design of the alternating bins of the toilet. This was done by estimating the volume required by an average extended family (10-20 people) for six months which allowed the fallow bin to remain untouched for six months while the active bin was in use.
End of trial. Fifteen months after the AusAID trial began, the monitoring visits by the Australian project team ceased as the donor agency decided to see what would happen to the programme without any external support. In the writer's opinion this was unfortunate, as the project had just started to take off in the community and the Australian team members had become familiar and accepted. The two local counterparts felt somewhat abandoned and the promotion programme slowly died. It was too soon to withdraw support for such an under-resourced and controversial project.
Expansion. Learning from this experience that ongoing promotion is necessary, the donor agency decided to install 300 composting toilets along with the reticulated water supply system. The extension project had just begun at the time of writing (March 1998) using a new expatriate sanitation team and a new composting toilet design. The Health Inspector and Community Health Educator were not included in the new team.
Outcomes from the Kiribati project
The sanitation promotion programme achieved its goals despite the short period over which it was conducted.
· A technology was introduced and trialed that does not pollute the environment either with pathogens or undesirable nutrients.
· The toilet system does not use the limited water resources for flushing.
· The toilet system is easily maintained by the household.
· Using leaves the women sweep up every day, carbon is added to the toilet. Formerly they burnt these leaves, but now they collect them in bags or baskets and leave them by the toilet.
· Emptying and disposal of the compost is also managed without problems.
· Songs, dances, videos and T-shirts were successful in creating awareness of the value of recycling nutrients, and the health risks associated with inadequate sanitation.
· Of the twelve initial imported prefabricated composting toilets, four were still being used to varying degrees two years after the promotion programme was terminated. Of the three locally built toilets, one was being used in an exemplary fashion and one occasionally. The primary cause for the non-use of toilets was lack of sustained promotion. However, other causes such as change of resident family, structural damage and septic toilets being built in adjacent meeting houses also contributed to non-use. As the l-Kiribati Health Inspector commented it took twenty years for the septic (flush toilet) to be accepted - we can't expect everyone to like this already.
· As a result of the trial on Kiritimati, many people on the main island of South Tarawa were interested in the composting toilet as a solution to the serious public health and environmental pollution problems. To extend the composting toilet to a densely crowed application, the main challenges would be finding sufficient bio-mass to use as a carbon additive to the toilet and space to dispose of the compost. Neither of these challenges would be prohibitive however.
· Active local participation in the design and production/performance of any educational material is essential. The trial allowed technological adjustments to be made to the design that suited the cultural preferences of the community. It also indicated which methods of promotion were most effective.
· It is important to maintain the working relationships and momentum of the promotion programme during the period between the trial and the extension (which in this case was two years). This saves time, energy and money at the extension stage, validates the efforts of those involved in the trial and encourages locals to develop their own contributions to the programme in the interim. It is also a valuable monitoring period, both technically and culturally.
· Friendships and cooperative working relationships established between the Australian and I-Kiribati team and other members of the community were important determinants in the success of the promotional exercise. The I-Kinbati and most Pacific Islanders value good relations above all else, and they will politely ignore programmes that are introduced by people with whom rapport is not established. This can initially take time and patience but is well worth the effort in the long term. When the new sanitation team arrived to undertake the extension, the community reacted to another set of strangers, to the consultation process beginning all over again and to a different composting toilet design being introduced. This lack of continuity was partly due to the way tendering processes are conducted and aid projects are administered.
· It was beneficial to link the promotion to other well-established ongoing local programmes, such as the gardening competition and the nutrition and fitness project.
· In an oral society (and perhaps in most societies), story-telling in the form of dance, drama and song, and physical demonstration are far more effective in promoting new ideas than is written material.
· Graphics are effective if they are also useful, for example on a T-shirt.
· It was an empowering model for the Kiribati women to have a predominantly female team introducing a new sanitation technology. Access to women in their homes was also facilitated. However the local women leading the project needed ongoing visible external support to maintain the status of the project, as the project could have been denigrated by the local male bureaucrats and expatriate technicians as just women's business.
· The use of media and other interactive educational methods was important, as the residents did not feel comfortable inspecting participants' composting toilets unless the participants were closely related. This was despite assurances by the sanitation team that it was OK to do so. Again there were issues of sorcery involved.
· It is essential to ensure that conflicting programmes are not being conducted at the same time. In the Kiritimati project, introduction of the toilets to the schools did not work successfully, as none of the teachers was motivated to carry on the work of the sanitation team. At the time of the sanitation project, the government was building new houses for the teachers in the school grounds with septic tank flush toilets. This was despite the fact that existing flush toilets at the school had long been abandoned because of insufficient water for flushing and blocking of the toilet from rough materials used for anal cleansing. All the children were using the nearby beach or the bush to defecate which was a confined area and most unhygienic, especially due to the presence of hookworm. There was no tap available in this area for them to wash their hands and no associated education to do so. The children knew the teachers were using their new flush toilets and so became suspicious of the composting toilet and stopped using it.
· It is important to find common ground between the priorities of the locals and the values of the promotion team. If people don't believe in the germ theory, then one must find out what they do believe that can be targeted in the education programme. This often takes considerable detective work, as people can be reluctant to expose their beliefs to the contempt of western scientific scrutiny.
Extending the Kiribati trial to Tonga
In relation to sanitation promotion, Tonga differs from Kiribati in the following respects:
- the quality of the soil is rich and productive and therefore not so much in need of compost for use as a fertiliser;
- many people have relatives in Australia, United States, and New Zealand who send money and provide access to the wider world;
- almost every household has a toilet of some kind: pit latrine, pour flush or septic tank flush; and
- some villages have a reticulated water system.
- dependence on groundwater that is polluted by toilets;
- insufficient or inconsistent water supply for flushing;
- toilet paper being unavailable or too expensive resulting in use of materials that block the toilet;
- groundwater chemicals destroying fittings in toilets causing malfunction and leaks which wastes copious amounts of precious water;
- lack of awareness or conviction of the need for handwashing or covering food; and
- defecation by small children in and around the house.
The composting toilet trial was a joint Tonga Water Board/Ministry of Health experiment to try and find solutions to common problems. Also funded by AusAID, this trial differed from the Kiribati trial in the following aspects:
· The lead time for the Tongan trial was longer. Over several months, the Australian sanitation facilitator conducted informal in-depth discussions with a cross section of the households in the selected village on all manner of water and sanitation practices and attitudes. This allowed a more planned promotion strategy based on the resident's needs and priorities.
· Technology transfer was more comprehensive, as construction was managed entirely by a local contractor which meant that further construction could promote local business. Fifteen toilets were built from locally available materials, thirteen in private homes and one in a school and another in a school/church compound. The units were more robust, better drained and easier to empty than the Kiribati version of the design.
· To increase a sense of ownership, the first households that volunteered to be part of the trial were required to pay 100 pa'anga or $US 95 for their toilet to be built. It was too complex to have a sliding scale, so some were burdened more than others by this contribution. All except one family demonstrated an active control and management of their system.
After the experience of introducing the toilets to the schools in Kiritimati, the sanitation facilitator was reluctant to trial the system in a school or any public application. One of the schools requested to be part of the trial, as their water bills for the school's flush toilets were using half of the monthly budget. They were also having trouble with the flush toilets being blocked and overflowing when rough material was used instead of toilet paper. Contact was made with the science teacher to try and solve the problem. Boys were told they could no longer use the flush toilets and would be responsible for a new composting toilet. After use, they could not return to the classroom unless they washed their hands and the tap was in view of their classroom. After initial shyness and reluctance, the boys became most enthusiastic about the new toilet. Other classes wanted to use the toilet. The water bill for the school dropped 70%. The principal sought funding from another donor, CanadaFund, to build a unit for the girls only two months after the trial began. The education programme was tied to a UNESCO project demonstrating groundwater pollution from existing sanitation system. The news about the new toilet and its purpose spread quickly to the community through the children.
After four months of the trial, many residents expressed the opinion that a trial was unnecessary. They said they were already aware of the advantages of the new system and were waiting for expansion of the programme. However before expanding, it is necessary to observe reactions to the final stage of maintenance, that is, the removal of the compost from the fallow bins before it can be concluded that the composting toilet is an appropriate and accepted sanitation alternative for Tonga. The fallow bins should be ready for emptying at the end of 1998.
It is apparent that alternatives to established sanitation systems are needed in some circumstances. Research into these alternatives has largely been undertaken by committed individuals and small businesses and is generally in the early stages of its full potential. Thorough research and development should be encouraged and institution-ally supported to the same extent that existing systems are supported, so that in any country the most appropriate technology can be applied in each location. Selection from a range of equally accessible options should be based on a appraisal of the cultural, socio-economic and ecological context to be serviced.
Key institutions and responsible persons
Dr Leonie Crennan
85 Dunbar St,
Stockton, NSW 2295, Australia.
Centre for Environmental Studies
University of Tasmania
GPO Box 252C. Hobart 7001, Australia.
Mr. Lomano Hausia
St. Joseph's School
1 Research Associate, Water, Engineering and Development Centre, Loughborough University, UK.
National Programme for Low-cost Sanitation (PNSBC)
The programme is a widely acknowledged success in Mozambique. It has established a series of well-functioning production units in every province in the country that provide poor, peri-urban communities with access to affordable and durable low-cost improved latrines. The sanitation technology used is based on a simple, but effective, unreinforced domed concrete slab with a tight-fitting lid to reduce odour and insect nuisance. A flexible mix of construction options has been developed to cater to varying physical and socioeconomic conditions. The programme runs in parallel with a strong social development effort, based on employing sanitation animators, to promote the latrine programme and reinforce hygiene behaviour and education messages. Efforts to help alleviate poverty are being made through creation of employment opportunities in latrine production units. Future plans are to decentralize programme activities to municipal city councils.
Programme objectives were to:
- identify and develop a suitable technology and method for large-scale implementation of improved sanitation in peri-urban areas; and
- contribute to improved living conditions and alleviate poverty by reducing the morbidity and mortality resulting from unhygienic living conditions; and creating local employment opportunities and management capacities, focusing on the needs of vulnerable groups, through establishment of latrine production and sales units.
Mozambique is one of the world's least developed nations, with general development having worsened over the last three decades. Human development indices and measures of economic wealth and prosperity fell markedly during the 1980s. Sixteen years of civil war, drought, and related economic and social factors have left between 60 and 90 per cent of Mozambicans living in serious poverty. Estimates of those living in absolute poverty range between 50 and 60 per cent.
After Mozambique's independence from Portugal in 1975, the Government identified sanitation as a critical factor in improving national health. In 1976, the Ministry of Health launched an intensive national self-help latrine construction programme that comprised the construction of thousands of latrines over a short period. However, insufficient technical guidance in latrine design and construction, a shortage of building materials and the lack of awareness of environmental conditions meant that many of these latrines became structurally unsafe, unusable, and a health hazard to users. The consequences of technical weaknesses and negative impacts on health were most severely felt in densely-populated peri-urban environments, where the majority of the nation's urban population settled. In response, a research project was commissioned in 1979 to identify and develop a suitable technology and methodology for large-scale implementation of improved sanitation in peri-urban areas. Project results led to creation of the PNSBC in 1985, implemented through the National Institute of Physical Planning.
The pilot project identified and tested a technology based on the concept of a simple, unreinforced domed concrete slab that is placed over a lined or unlined pit. Slabs are built to a standard 1.5 m in diameter and a thickness of 40 mm, rising 100 mm from ground level at the centre, to give the characteristic flat dome. Its shape reduces the need for expensive steel reinforcement, since the weight of the load is distributed to the peripheral zone and kept within the range of what the non-reinforced concrete can support. A small inward slope of 100 mm width around the squat hole is incorporated to direct any waste into the pit. Footrests placed on either side of the squat hole guide the user to the correct position for defecation. A tight-fitting lid is placed in the squat hole when the latrine is not in use, as an effective seal to prevent odour from escaping or insects from entering the pit. The lid can be attached to the latrine superstructure by a wire or cord to prevent deposition in the pit. The exterior surface of the slab is compacted and smoothed to facilitate cleaning. It bears the initials of the mason who constructed it and the quantities of cement, sand, and aggregate used, as a means of quality control.
Figure 1a. Unreinforced domed slab
Figure 1b. Unreinforced domed slab
Construction techniques are fairly simple, and have been aimed at using the least possible amount of cement, normally three-quarters of a 50 kg bag. A flexible mix of construction options have been developed, and differ, depending on varying physical and socioeconomic conditions. Complete latrines, with lining blocks for pits, predominate in areas of high-water tables or difficult soil conditions, whereas in most other areas, slabs placed over unlined pits are the norm. A characteristic superstructure, without roof, made of local materials (reed and palm leaves), surrounds the latrine, as a privacy screen for users.
The activities of the PNSBC are based on:
- the construction, promotion, and use of improved latrines in peri-urban settlements;
- sanitary education through the activities of animators, health officials, and theatre groups to maximize latrine use and the benefits of construction;
- coordination of sanitation interventions with water supply; and
- development of local capacity to construct latrines.
The programme operates in 15 cities nationwide, with 35 production units centred in peripheral settlements, employing 271 workers. Each production unit employs a number of workers drawn from the local community. Twenty per cent of all workers are women.
The PNSBC is funded by three major sources: donors, the central government and user communities. Donor funding supports technical assistance, equipment, production costs (purchase of cement), and some operation and maintenance costs. Government funding has focused on a direct subsidy for part of the production costs, in addition to some support for staffing and running costs. Communities pay a proportion of production costs, through direct sales of latrines, construction of the superstructure to surround the latrine, and transport of the slab from production unit to household plot. Communities pay about 4 per cent (US$ 1) of the total production cost of a simple slab, and US$ 7 for a complete latrine (with concrete lining blocks for the pit). Donor agency and government contributions to production costs are 83 per cent and 13 per cent respectively.
The PNSBC works in poor communities in peri-urban settlements. The programme's target population falls under three categories:
- most vulnerable families, existing in conditions of absolute poverty (as defined by health and income indicators, such as elderly over 60 without income, or family income per capita below MT 13 000, US$ 1.3). Families classified as vulnerable will get their slab free of charge and where necessary have their pit lined.
- families functioning at minimum survival income levels (minimum income was defined in 1996 as US$ 20 per person per month); and
- families surviving on an income of 2 or 3 minimum incomes. Households dig their own pits and decide the location of the latrine.
PNSBC promoted sanitation in the following ways:
· The social development programme was consolidated to emphasise hygiene education activities (through inputs from Ministry of Health staff). Greater appreciation of the importance of sanitation was achieved through the appointment of a series of 'animators', who helped to assess the individual needs of those without sanitation, to monitor and evaluate the performance of the programme in the community and to reinforce hygiene behaviour practices.
· Selection of appropriate communication channels was critical in reaching target audiences and reinforcing core messages. Messages built on ideas and concepts which are already present in the community (for example, the fear that children would fall into latrines was addressed through poster campaigns highlighting the benefits of the keyhole shaped squat hole).
· A mixture of promotional techniques and methods were used. These included use of indigenous media (such as employing dance/drama troupes to visit a district) in conjunction with more traditional communication channels (lectures, activities at church and voluntary level, poster campaigns, and radio/television broadcasts). One innovative promotional idea was the distribution of T-shirts, caps and other promotional clothing to publicise the programme. Given the high demand that exists for affordable clothing in Mozambique, this method was an effective way of communicating the programmes' central message (through slogans on the front and back of the T-shirt).
· Production units were a source of information and promotion within the heart of the community. Mobile production units were used to reach small-medium sized towns. Production units acted as catalyst for generating demand.
· Despite economic and political difficulties, from 1979 to May 1996, 170 496 improved latrines were sold and installed, benefiting more than 1 022 916 persons. Production sales capacity is between 25 000-35 000 latrines per year.
· The programme proved to be successful despite the fact that institutionally no one really wanted to house the PNSBC.
· A social development programme was consolidated to emphasize hygiene education activities, appreciation of sociocultural influences on the latrine programme through training of sanitation animators, and support to various community outreach activities, such as theatre and radio campaigns.
· Poverty alleviation was enhanced by creating employment through the establishment of local production units.
· Most of the population continues to live in extreme poverty and the economic situation is worsening. At the end of the civil war, over five million refugees returned to peri-urban settlements throughout the nation. Low-income groups cannot afford to purchase improved latrines.
· The State's excessive political/administrative centralization weakens decision-making capacity, affecting programme management.
· Sector coordination at national and local levels is inadequate. This is particularly true regarding national departments dealing with water, sanitation, and the urban sectors.
· The programme is very dependent on external donor funding.
· Different levels of purchasing power exist within the peri-urban communities. The programme needs access to this information so that pricing structures for latrines may be targeted more appropriately, in line with the different economic capacities of the populations.
· Monetary incentives and other social benefits can be used as a means for recruiting and retaining qualified staff within the programme.
· It was found that introducing productivity bonuses for production units did not work adequately because there was no direct relationship between what is effectively produced and what is sold. A scheme of food for work has proven successful as a motivating factor for workers, bringing direct benefits to them and their families.
· It was found that target communities frequently did not have the means to construct latrines (i.e. dig pits) or erect superstructures, hence latrine slabs were being purchased but not used.
· The Mozambican example proved successful because of its combination of rigid standardisation of low cost slabs and complete freedom for the families to build the superstructure as they want. Excluding subsidies from the superstructures resulted in considerable community contribution.
· Decentralizing activities and responsibilities for basic infrastructure services to municipal councils will continue. More attention must be paid to creating management capacity within these units.
· A mechanism that enables subsidies to be provided to the private sector for acquiring tools and production equipment to produce and market improved latrines will be developed.
· Mobile production units to cover areas that are currently isolated or distant from existing production centres will be introduced.
· The programme will be expanded into rural areas, introducing pilot projects into an additional province each year.
Key institution and responsible persons
Carlos Noa Laisse, Acting National Coordinator
Vincente Macamo, Civil Engineer/Coordinator BSS
Programa Nacional de Saneamento a Baixo Custo (PNSBC)
Avenida Acordos de Lusaka 2115
Telephone: +258 1 465850
Fax: +258 1 465407
© Mr Darren Saywell, Research Associate, Water, Engineering and Development Centre, Loughborough University, UK, 1997, edited by WHO with permission of Darren Saywell, 1997.
Prepared in association with SARAR TransformaciC.
1 SARAR TransformaciC, Mexico.
An innovative programme success story
As a means of alleviating increasing poverty in Mexico City's slums, the NGO network ANADEGES (Autonom Descentralismo y GestiA.C.) and its affiliate, CEDICAR (Centro de Investigaci Capacitaciural, A.C.), have perfected an approach of growing vegetables in containers, with domestically-produced organic fertilizers. The key to this cultivation technology is the organic, domestically-produced, liquid fertilizer, urine, and a rich compost produced by worm colonies from ordinary organic kitchen waste. Using these free, readily available organic wastes, together with discarded containers, the project is successfully producing luscious vegetables, and over 5000 urban residents are rediscovering their traditional capacity to cultivate food. Plans for the future include cultivating fruit trees and introducing small backyard animals, such as chickens and rabbits. Dry latrines will also be introduced, especially in areas without sewers.
During the past decade, the neo-liberal structural adjustment policies applied in Mexico have provoked a massive migration of the traditional rural poor to urban areas. But yet another major devaluation of the national currency at the end of 1994 has meant that life in the urban and peri-urban areas continues to deteriorate rapidly.
Responding to rapid inflation, high unemployment, and inadequate nutrition, the NGO network ANADEGES launched an urban agricultural project nine years ago. This project, managed by CEDICAR, an ANADEGES affiliate, seeks to help the residents of Mexico City slums develop their capacity to grow their own food organically in small backyards or on patios, balconies, and rooftops. The technology used was selected and adapted to fit the local circumstances, which bore the following profile:
· Peri-urban residents have minimal or no land that can be utilized for conventional kitchen gardens.
· Poor project participants can afford only minimal investment in infrastructure, or none at all.
· Programme participants cannot afford to purchase chemical fertilizers, insecticides or other synthetic inputs; and
· Growing containers had to be made of lightweight materials to permit rooftop cultivation.
The project is based on a cultivation technology originally developed in California by Dr Barbara Daniels.2 Vegetables are grown in containers (ideally 18 to 20 litres) stuffed with deciduous tree leaves or grass clippings up to four-fifths of their capacity, and topped with a 3-5 centimetre layer of good soil, into which seeds are planted or seedlings transplanted. To maintain a permanent reservoir of water in the container, a drainage hole is perforated in the side, 5-10 centimetres from the bottom. The exact height of the hole depends upon the type of plant grown. A container thus prepared weighs far less than one filled with regular soil.
2 Daniels, B. Growing plants in containers: new guidelines for a deck garden. Multi-copied. Farifax, CA, 1981.
The key to this technology is an organic, domestically-produced, liquid fertilizer - urine (referred to as liquid organic fertilizer, or LOF) - which is free and abundantly available. Once fermented, LOF is an excellent source of nitrogen for plants, and also contains traces of other nutrients. Urine is collected in a one-quart to one-gallon glass or plastic bottle. A small handful of good soil is added to accelerate the fermentation process. The container is then covered loosely and stored for three weeks at some distance from the living quarters, since it soon develops a strong ammonia odour. After diluting the LOF with water at a ratio of 1:10, the now-odourless liquid can be applied to the plants. (A higher ratio of LOF to water is used during the rainy season; a lower ratio, once the leaves have decayed.) Raw, unfermented, or undiluted urine must never be used.
After initial experimentation demonstrated that the technology worked well, a three-year pilot stage was initiated in 1989, with a group of about 30 families. When it could be seen that these families accepted the use of LOF and the overall results were satisfactory, the project was expanded. In the last six years, approximately 850 families have participated, benefiting 5000 persons in 10 different barrios (neighbourhoods) of Mexico City.
The programme has been tried in different kinds of low-income neighbourhoods. Whereas most programme areas are fully sewered, others, especially poorer squatter settlements, have pit latrines, usually of unsatisfactory design and quality. As a result much of the urination by men has been done in the open. Use of this technology, however, is a good means of dealing with this potential public health problem. More-over, urine diversion, collection, and use as a fertilizer has been successful because of the perceived economic and nutritional benefits to the families involved.
The project is in the process of establishing autonomous resource centres to continue to support urban gardening in each of the communities, thus permitting ANADEGES to expand into new areas.
Illustrations from a promotional brochure for the project
Illustrations from a promotional brochure for the project
The results of initial trials can be summarized as follows:
· LOF was an excellent source of nitrogen, readily absorbed by the plant and essential for leaf growth.
· Plants grew more rapidly, larger, and healthier than those grown with conventional agricultural techniques - and less water was needed.
· There was a deficiency of phosphorus and potassium in the fertilizers, which inhibited fruiting.
· Thus a need for testing for minor nutrients was identified.
· The initial intense aerobic composting of the leafy material raised temperatures and acted as a hot bed, which helped plants in their early growing stages.
· The resistance of plants to pests and diseases was puzzling. In one instance, tomato plants grew near a tree heavily infested with white flies. Although many of these flew around the plants, rather than attacking, as normally takes place, they simply flew back to the tree without even landing on the leaves. Apparently the process taking place inside the container helped the plants to become not only stronger, but also resistant to pests.
· At the end of a year the composted leaves turned into beautiful, rich soil. Each container produced enough soil to supply the top five-centimetre layer in 10 new containers.
· In areas that are sewered, the programme confers an additional water-saving benefit because urine is not flushed in conventional waterborne toilets. A rough estimate is that a typical six-member family can save about 53 litres per day. (With a totally dry toilet, the water saved could increase to 89 litres per day.) Finally, kitchen refuse is recycled, instead of being added to the mountains of garbage that are being generated by Mexico City.
After the initial trials, the deficiency of phosphorus and potassium was corrected by using synthetic, chemical fertilizers. Nevertheless, for the technology to be really affordable for poor families, a cheap, abundant, and readily available organic source of these elements was needed. Moreover, since the three- to four-month growing cycle of the plants is so short, these two major nutrients had to be available in a form that could be immediately absorbed. Organic materials requiring longer decomposition periods were ruled out.
As is often the case, the solution was found serendipitously. ANADEGES had already begun to experiment with raising red worms (Eisenia foetida). Worm colonies are capable of converting ordinary organic kitchen waste into a rich compost. Their castings, which are produced abundantly and at virtually no cost, provided the readily absorbable phosphorus and potassium that the plants needed. In addition, the worm castings provide necessary minor nutrients which are not supplied by LOF and decaying leaves.
The problem of how to provide adequate space to grow root crops or very wide leafy vegetables was solved by using discarded car tyres as large pots, an idea contributed by a group of Nicaraguan campesinos on a study tour in Mexico. The ANADEGES experimental centre is now testing a prototype machine for cutting and folding used tyres inside-out to form wide-mouth containers which have sufficient room for crops of this type. The use of tyres also recycles another waste product.
Since the programme beneficiaries are mostly very poor families, they could not afford to pay for the full cost of setting up the required infrastructure in each of the community resource centres. Consequently, some financial support has been received from the St. Nikolaus Foundation in Sweden, GATE-ISAT in Germany, Caritas Sweden, the Swedish Government, and the Demos Foundation in Mexico. In addition, a chain of Mexico City supermarkets has donated a supply of discarded containers. Financial support has recently also been forthcoming from the Mexican Government. The programme's ultimate goal is to become self-financing, rather than to require a permanent subsidy.
ANADEGES sells a kit to each family that includes 10 containers, 3 tyres turned inside out, a wide variety of plant seedlings, and a kilo of worms. Although the full value of the kit is approximately US$ 35 ($270.00 Mexican pesos), the families are required to pay only about 20 per cent of the value in cash. The balance is covered by a loan from a revolving fund. Thus the families can begin to benefit from their garden after paying a very small down payment. Fed on kitchen scraps, the worms reproduce quickly. After only a few months, two kilos of worms, worth more than US$ 32 ($250 pesos), are returned to ANADEGES, thus paying off the loan with interest to the revolving fund.
Lessons learned for promotion and implementation
· Initially, mostly women are interested in container vegetable gardening, but eventually the whole family becomes involved. Gardening is always a community activity and children enjoy it and benefit the most.
· LOF was readily accepted, as long as the decision was reached after discussion and medical assurance given that LOF is harmless when properly fermented.
· People need to be adequately motivated to tend their vegetable gardens consistently. Motivating factors include: improved nutrition; economic savings; a hobby for the whole family; healthy, fresh organic food; revival of agricultural skills - most elders come from rural communities; closer contact with nature; increased independence from government assistance; ecological concerns: recycling of garbage and containers; ornamental plants; relaxation from urban stress; and friendship with others who are also raising plants.
· With appropriate financing mechanisms, families were willing to pay the actual cost of the kit. Produce harvested during the first year is usually at least equivalent to the cash down payment, thus fully recuperating initial costs.
· Women eventually requested ornamental flowers, in addition to vegetables. These were readily provided by the project.
· It is important to work through organized community groups, so the implementing agency does not need to take responsibility for organizing people and promoting the project from scratch.
· Communities selected for this type of programme should have relative social stability, to ensure that people have enough time and energy to dedicate to their gardens.
Preparing rooftop containers from used tyres for growing vegetables
Planting vegetables in soil fertilized with urine
· To expand the project to include approximately 1200 families by the end of 1997.
· To seek additional external financing and government support for developing various aspects of the project, including introducing dry, urine-diverting toilets, and the reuse of tyres as wide-mouth containers (which would also help to address a staggering ecological problem in Mexico City - the virtual mountains of used tyres).
· To work more effectively with the scientific community to encourage more research in to this new horticultural technology to improve sanitation and save water in urban environments.
Key institutions and responsible persons
Dr Rodrigo A. MedellE., Director (sociologist)
Ing. Angel Rold(agronomist)
ANADEGES (Autonom Descentralismo y GestiA.C.)
Col. Roma Norte
Mco DF 06700, Mco
Telephone: +52 5 208 2118
Fax: +52 5 511 2581
Ing. Guadalupe Torres (agronomist)
Ing. Francisco Arroyo (rural development specialist/agronomist)
CEDICAR (Centro de Investigaci Capacitaciural, A.C.)
(ANADEGES affiliate, responsible for managing the project)
© Uno Winblad, SANRES, edited by WHO with permission of Uno Winblad, 1997.
Prepared in association with SARAR TransformaciC.
1 SARAR TransformaciC, Mexico.
2 Espacio de Salud, AC, Mexico.
A successful solution to an environmental challenge
Environmental factors, including a chronic water shortage, and high groundwater in parts of the country have made it necessary to adopt drastic measures in El Salvador. Increasing priority is being given to constructing dry toilets, which require no water for the disposal of human waste and, when properly maintained, represent a safe, sustainable alternative for family sanitation. Committed NGOs, the Ministry of Health and the Social Investment Fund, with the financial and technical support of UNICEF, USAID, and Sida have constituted a strategic alliance to bring this appropriate technology to E Salvador. This technology is being replicated, adapted, and sustained on a large scale. A comprehensive educational strategy that integrates the construction, use, and management of dry toilets with personal hygiene and ecological sanitation is a key component of the programme.
Environmental factors in El Salvador have made it necessary for the country to adopt extreme measures for improving its sanitation coverage. A chronic water shortage in much of the country has made conventional water-borne sewerage unrealistic, while the high water table characteristic of much of the coastal area of El Salvador makes traditional pit latrines virtually unthinkable. One significant change has been the increased priority given to the construction of dry toilets, which require no water for the disposal of human waste, while the use of impermeable above-ground chambers prevent the contamination of sub-surface water.
A growing awareness of environmental problems and the commitment of NGOs, the Ministry of Health and the Social Investment Fund, together with financial and technical support from UNICEF and USAID, have helped to bring the modified Vietnamese double-vault toilet to El Salvador. As a result of experiments and evolving government policies, this appropriate technology is being replicated and sustained on a large scale. With approximately 100 000 of these dry toilets and an ongoing research and development programme funded by UNICEF and Sida, this Central American country is rapidly becoming a world leader in sanitation without water.
The dry toilet
The dry toilet relies on a special toilet bowl that diverts the urine to an absorption pit or to a container where it is collected for use as fertilizer. The faeces fall into the chamber below the toilet and are dehydrated to destroy pathogenic organisms, so that the substance can be reused as a fertilizer and soil conditioner.
The maintenance of the system involves a set of simple activities. After defecating, the user sprinkles dry materials such as ashes or lime (or a mixture of dry soil or sawdust with ash or lime) over the faeces. Every week the contents of the chamber should be stirred with a stick and more dry material added.
The separation of urine from faeces and the addition of dry material, reduce unpleasant odours and flies, which are serious problems of traditional latrines. The toilet's double chamber allows the contents on one side to lie idle, while the family continues to use the other side. Under normal circumstances the chamber in use fills up in not less than six months, which is enough time to assure that the material in the other chamber has dried adequately. By drying the faecal material for at least six months, even the most long-lived pathogens will be destroyed, leaving an innocuous material that can be removed and disposed of or reused as a soil conditioner.
To properly use and maintain a dry toilet, it is useful to understand how and why the system works. Whereas the term dry sanitation can refer to either dehydration or decomposition, it is helpful to appreciate the basic differences between the two processes.
Dehydration means that the humidity of the contents of the vault is brought down to below 20 per cent. For effective composting, humidity must be kept above 60 per cent. In a dehydrating system, pathogens are destroyed by depriving them of water and by increasing the pH above tolerable levels. Users help the process by adding dry materials and lime (or ash) as part of routine management.
The humidity interval of 20-60 per cent should be avoided, because it results in incomplete dehydration, malodorous decomposition and fly breeding.
Dry toilet cycle.
Source: Redrawn from Letrinas secas: una polca nacional en El Salvador and Saneamiento sin agua, El Manantial. Boletde la Red Regional de Agua y Saneamiento para Centroamca (RRAS-CA), A, # 1, August 1996.
You must empty the urine receptacle regularly
When the first chamber gets full, you move the toilet bowl to the second chamber
While the second chamber is filling, the first one is decomposing
Once the second chamber is full, you empty the first one, and you move the toilet bowl again
The cycle begins again
Figure 2. The double-vault (LASF) toilet
Source: Cr Ae, Helechos No. 5, Col. Jacarandas, CP 62420, CuernavacMorelos, Mexico.
Had these critical facts been better understood by many sanitation pilot projects worldwide, many unfortunate failures could have been avoided and the unjustifiable mistrust of dry sanitation technology much more quickly overcome.
Education and mobilization
UNICEF has played a vital role in developing an educational approach that integrates the social and technical aspects of dry sanitation. Initially, the focus was at the family level, involving household visits by trained community promoters (visitadoras), who follow a programmed sequence of learning modules. This has been complemented by regular monitoring of key aspects of individual and family hygiene, as well as toilet use and maintenance.
In 1996, to get communities more involved in the water and sanitation programmes, SARAR TransformaciC provided training in participatory methods (including PHAST) to technical and field staff of key NGOs, the Ministry of Health, and UNICEF. The comprehensive educational strategy, which integrates the construction, use, and management of dry toilets with personal hygiene and ecological sanitation is proving to be critical for promoting the acceptance and sustainability of alternative sanitation approaches. An important result of this participatory learning process has been the consolidation of an inter-institutional team of trainers sponsored by UNICEF. These trainers, promoting participatory methods, train staff from other institutions and other sectors, and adapt and produce non-directive learning materials.
Three very different experiences are discussed below to illustrate the significant learning that is taking place in El Salvador.
Hermosa Provincia. After one child fell into a pit latrine, the Hermosa Provincia peri-urban neighbourhood in the capital city of San Salvador was motivated to build a dry sanitation system. As a result of intensive education in using and maintaining the dry toilets provided by the Ministry of Health, plus effective community organization and follow-up support from a local church, the 130 units in this community have been functioning successfully over the past six years. Although most of the toilets are actually built into the houses, there are no unpleasant odours, nor any flies. After a year, the dehydrated material is removed from the chamber and is used in a communal nursery, occasionally sold (at US$ 4.65 per 100 kg), or used as landfill on a nearby site belonging to the church.
Figure 3. Constructing a double-vault, desiccating toilet with urine separation
Source: Uno Winblad, Pataholm 5503, 38492 em, Sweden.
Tan. The Ministry of Health, with technical support from UNICEF and SANRES (see Box 1) is developing and testing experimental solar-heated toilets, with urine diversion in the semi-rural village of Tan. Unlike most other dry toilets, this type of solar toilet has just one chamber and uses solar energy to accelerate the desiccation process. Built entirely above ground, the 36 experimental units include urine diversion, and produce a dry product from the human faeces that can be safely used after storage of at least six months.
Box 1. SANRES Project3
SANRES (Sanitation Research) is a Sida-funded project that has been supporting dry sanitation research and development activities in El Salvador since 1994. The SANRES project is currently active in seven countries (Bolivia, China, El Salvador, Guatemala, Mexico, South Africa, and Vietnam) and has created an informal network in 20 countries. SANRES holds that any intervention in sanitation must take into account that sanitation is a system including the natural environment; society (with its beliefs, values, practices, technologies); a device (the physical structure that receives the human excreta; and processes (the physical, chemical, and biological processes, such as dehydration or decomposition, that take place inside the device). Unless each of the system's elements is considered with equal rigour, effective and sustainable intervention will be difficult to achieve.
3 For more information, contact Uno Winblad, SANRES, fax: +46 499 24253 or email: firstname.lastname@example.org.
The Tan toilets produce no flies or odours, but do require that the user shifts the pile under the toilet seat to the back of the chamber every one or two weeks. On some units, a mechanical pusher is used to shift the pile without opening the chamber. Because of the chamber's limited size, the material at the rear of the chamber must then be emptied every second or third month, to be stored until disposed of or used in the garden as a soil conditioner or fertilizer, composted or used as the drying agent in the toilet.
This project is demonstrating that the size of the dry toilet can be significantly reduced (the volume of the chamber has varied from 0.35 to 0.6 m3), thus lowering the cost of construction materials. The direct cost (materials and labour only) of a solar toilet is US$ 225, compared to US$ 271 for a standard dry toilet. Space requirements have also been reduced significantly, which is a very important consideration in highly dense urban areas.
Studies are being conducted to reduce maintenance needs to a minimum while still assuring an acceptable level of pathogen destruction, before promoting and constructing solar toilets on a large scale. In addition, the project is continuing to experiment with optimal design and location. The 36 units now in use are being expanded to 500 units to test the applicability of the system on a larger scale. This next research phase will concentrate on the sociocultural issues (user education and training, extension support) associated with safe, sustainable use.
Chicuma. ProVida, an innovative national NGO, supported by UNICEF, has introduced a change to the traditional pit toilets in the rural community of Chicuma, inhabited by former guerrillas. In an otherwise traditional 1.5-2 m deep pit toilet, faeces and urine are kept apart by using the urine-diverting seat.
Over two years ago, about 70 families installed the seats for urine diversion, while a few households built traditional toilets. The latter continue to have odour, fly, and mosquito problems, while the former generally do not. Only during the rainy season, and only for a short period of time, when there is an increase of humidity in the otherwise dry pit, do flies and odour become a nuisance in the modified toilets. It has been observed that the depth of the pit in the modified toilet can be reduced. Overall the community is very satisfied with this innovative pit toilet, which is seen as a positive first step towards gradually introducing the standard dry toilet.
Although evaluations and additional technical studies (for example, on the die-off rate for pathogens and parasites) are necessary, El Salvador's experiences with dry toilets corroborate several basic sanitation principles. As with any sanitation system, to be safe and environmentally sound, dry toilet programmes require a clear understanding of the technology to be used and the prevailing natural conditions. Community organization and education are important components to assure the system's sustainability. Since the family must undertake more maintenance than required for traditional toilets. But wherever these conditions are met, dry toilets have proved to be a sustainable solution for family sanitation.
Key institutions and responsible persons
WATSAN Project Officer
Apartado Postal 1114
San Salvador, El Salvador
Tel: +503 263 3380
Fax: +503 263 3385
S-38492 em, Sweden
Tel: +46 499 24255
Fax: +46 499 24253
Brand T. Letrinas secas: una polca nacional en El Salvador and Saneamiento sin agua, El Manantial - Boletde la Red Regional de Agua y Saneamiento para Centroamca (RRASCA), A, # 1, August 1996.
Winblad U, Dudley E. Dry toilets for urban areas: the findings of the second SANRES workshop. Mexico City, November 23-26, 1994.
Report for consideration at the El Salvador Meeting. Meeting of the Water Supply and Sanitation Collaborative Council, 25-29 March 1996, El Salvador.
1 SARAR TransformaciC, Mexico.
A viable sanitation solution to water-scarcity and pollution
Water scarcity and water pollution caused by inadequate and inappropriate sanitation services that use water to transport human excreta motivated Cr Ae and the voluntary organization ESAC (Espacio de Salud - Health Space) to develop a complementary strategy to increase access to and use of dry toilets in Mexico. The core elements of their approach are the production and sale of urine-diversion toilet seat risers, health and environmental education, organizational support, and technical training and follow-up. Clients include low-income community groups, governmental agencies, independent architects, and other NGOs. As the demand for these toilets increases in Mexico, Cr and ESAC are refining their range of products, while also grappling with the broader issues related to municipal and environmental planning and management.
The sanitation problem
Espacio de Salud works in southern and south central states of Mexico. In much of this area urban settlements are built upon very porous volcanic rock and beneath the volcanic rock are large aquifers. Wells tapped into these aquifers are the sources of drinking water for these populations.
Sewerage is not an option, firstly because hard volcanic rock would need to be blasted away to lay pipes, and secondly because communities with sewer systems have found that maintenance of these systems and treatment of the wastewater are too costly for their populations. Communities are not willing to incur these high costs and these systems generally fail as a result. Pit latrines are also out of the question. They cannot be dug and even if they could be, they would also pollute the aquifer. As a result, residents build flush toilets over the rock and sink PVC pipes directly into the aquifer below, or in areas that have a thin layer of topsoil, they dig shallow pit latrines that ultimately leach into the groundwater. These toilets have caused extensive pollution of the groundwater and undissolved faeces can actually be seen, through holes in the porous volcanic rock, floating in the aquifer, and in the springs which flow from it.
These areas, not surprisingly, experience frequent epidemics of diarrhoeal diseases, cholera and typhoid. More and more people are making the link between this inadequate method of sanitation and the epidemics. This connection has increased demand for sanitation options that do not pollute the groundwater. Espacio de Salud has tried to meet this need by promoting the use of dry aboveground toilets and removal of the sanitized faeces, usually one to two years later, to land safely away from the aquifer. Their education and promotion activities have raised awareness about dry sanitation options. More and more families and communities have become convinced of the advantages of this sanitation system for their health and want dry sanitation for all. They realize that pollution from one family can contaminate everyone's drinking water.
Espacio de Salud works in these areas of difficult terrain and groundwater pollution, offering assistance to households and communities wishing to convert their existing sanitation systems to dry systems.
Production - Cr Ae
Cr Ae is an independent entrepreneur who has spent the past fifteen years producing and advocating the use in Mexico of modified Vietnamese double-vault toilets. ESAC is a small NGO concerned with promoting improved health and environmental conditions among low-income groups. Over time, Cr and ESAC have evolved a collaborative, symbiotic relationship that has contributed to significant improvements in the sector.
Urine-diversion toilet seat
Cr's operation is deliberately unsophisticated. As a family-run business, his workshop produces approximately 30 urine-diversion toilet seat risers per week. More than 6000 toilet seats have been sold. The profit from the sale of the polished cement seats (approximately US$ 17 or 126 Mexican pesos per unit) is used to finance his overall operation, including low-key promotion, training in toilet construction and use, and advocacy for change in environmental sanitation policies and legislation. Cr receives visitors to his home almost daily to order toilets or simply to request information. He is assisted in his outreach by three persons, including his brother.
Cr provides short-term technical training and support, which is included in the cost of the hardware, to individual clients, bricklayers, governmental agencies, and NGOs. An additional quota is often charged for institutional training workshops and special presentations. The pricing structure of the toilet seats permits Cr to partially subsidize the costs of the toilet seats for extremely poor clients who do not have access to adequate financing.
Education and empowerment - Espacio de Salud A. C.
ESAC works primarily with women and provides health and environmental training to organized groups, community leaders, extension workers, and teachers in the states of Morelos, Guerrero, and Oaxaca. Although ESAC does not promote a specific technology, cholera outbreaks in Guerrero and rapid environmental degradation in Morelos have generated frequent requests for improved sanitation, in general, and dry toilets, in particular.
ESAC responds to communities' demands by using participatory methods to assist them in analysing the causes of their problems and to identify possible solutions. When and if the community members decide to build dry toilets, ESAC trains them in construction, use, and maintenance, and provides follow-up monitoring and support.
Because of its limited resources on the one hand, and a focus on empowerment and fortifying democratic processes on the other, ESAC only responds to requests from organized popular groups. The NGO's experience and expertise in training community workers and in strengthening organized groups has spread by word of mouth, especially among grass-roots religious communities whose motivation for changing current conditions - including environmental conditions - is based on Biblical reflection. These groups expect to participate actively in decision-making.
All individual and group requests for hardware support are referred to Cr, who sells either the toilet seats or the fibreglass moulds and provides training in the production process. Although the groups are also offered advice on how to use modified buckets to make their own urine-diverting toilet seats, almost all prefer to purchase their seats ready-made.
As the demand for dry toilets has increased, Cr and ESAC have decided to make the training of community workers their highest priority. As a result of this focus, they have jointly developed and produced educational and training materials - including an attractive, full-colour poster showing a range of dry toilet models, as well as the basic technical design drawing.
Figure 1. The modified Vietnamese double-vault toilet
Technology - modified Vietnamese double-vault toilet
The modified Vietnamese double-vault toilet is designed to permit reuse of human excrement for agricultural purposes after it has been treated by keeping it in a sealed chamber for a minimum of six months. During that time the faeces become very dry, making it impossible for pathogens to survive. The two sides of the double vault toilet are alternated every six months at minimum. As excreta are not traditionally used as fertilizer in Mexico, there is no incentive to open a vault before the minimum six months of drying time is complete. The usual waiting period is 8 to 18 months before removal. It is estimated that a family of five to six members can produce a little less than half a cubic metre harvest per year.
Because of the impossibility of laboratory analysis for every toilet in use, it is recommended that the product not be used in vegetable gardens. However, it can be used in fruit orchards and to grow grains. Composting to improve the product's texture and fertility, and to modify its pH, can be undertaken.
Fermented urine is recommended as a fertilizer. Before sealing the container to avoid loss of nitrogen, users often add a handful of soil as a catalyst for the fermentation process. For fertilization purposes, users have reported varied dilution ratios of urine to water (from 1:5 to 1:20).
Unfermented urine can be sprayed as a fungicide. Indigenous people in southeastern Mexico claim that the use of urine as a fungicide was a traditional Mayan practice.
Raising awareness. One of the most important accomplishments of the programme has been the greater awareness that has been generated regarding sanitation-related environmental and health issues. Dry toilets are less often requested primarily on the basis of convenience, and more often on the basis of health concerns.
An increase in requests for dry systems from local architects reflects a greater environmental awareness (and demand) on the part of their middle-class clients.
Product development. In response to the increasing demand from diverse sectors of the population, Cr has been able to develop a broader range of products, including improved designs of toilet seats, using a variety of different materials. The brightly painted polished concrete remains the standard material used for the urine-diverting seat, as well as a companion urinal for men who are so inclined. Cr has produced a prototype portable fibreglass seat for public fairs, large private parties, and other special events; and together with another nongovernmental group, he is experimenting with recycled-plastic seats. An up-market ceramic seat is also under consideration.
Replication. Although the marketing is very low-key, the demand for urine-diversion seats is gradually increasing. To satisfy requests for dry toilets further afield, Cr sells the moulds (for 2500 Mexican Pesos, or approximately US$ 320) and assists local groups in establishing small workshops to produce the seats and to generate local employment. Beginning with the establishment of three independent workshops in Oaxaca in 1990, there are now about 15 independent, small-scale manufacturers of urine-diversion units, in different parts of the country.
Policy and regulatory environment. Cr is a political cartoonist, often commenting on environmental problems. His aesthetically appealing drawings, used in educational materials, invite the reader to reflect upon broader social and political values. As part of an awareness-building campaign and to increase social pressure for modification of the state environmental legislation, he also writes articles for local newspapers. An important, recent victory is that the state Architects Association will be submitting a proposal to the municipality of Cuernavaca, a city of over half a million people, whereby dry toilets become acceptable under the standards permitted for issuing housing permits.
The most significant difficulty has been overcoming the negative reputation of project failures. When an external agent imposes its own resources and rhythms on the community, the project often fails. In these cases, the community has not identified alternative sanitation as a necessity. It has no knowledge, much less interest, in the dry toilet or in how it should be built and maintained. Fieldworkers are often uninformed about the technology, as well as community empowerment approaches.
A classic example is during election times, when a government entity decrees that a given number of toilets will be built, whether the community wants them or not. Likewise, in an economically stressed country, with a history of paternalistic relationships, many communities have become accustomed to passively receiving a variety of project offers from governmental and nongovernmental agencies. Often the community agrees to whatever is proposed, whether the need is felt or not, expecting that some advantage will be gained.
The families in these cases typically use the constructed toilet as storage space or a pigpen. When the dry toilets do not work, word gets around very fast. Overcoming the negative reputation of a technology is extremely difficult.
As the flush and forget mentality invades Mexico, choosing dry sanitation over conventional sanitation is rare. Having modern conveniences is a status symbol, while being environmentally correct carries no prestige.
Owing to the large and increasing demand, coupled with institutional financial constraints, consistent follow-up has not always been possible. At times, it has been necessary to make the difficult choice between either responding to another, new community or continuing with the old. Under these circumstances it has been equally difficult to give adequate attention to systematic monitoring and evaluation. For example, there is no clear data on how many of the 6000 urine-diversion seats produced are actually in use.
The programme has discovered that:
· Large-scale promotion of dry sanitation should be avoided. Experience has shown that the lack of adequate education and institutional follow-up can lead to failure and abandonment of the approach.
· The various advantages of the dry toilets can be better appreciated and assimilated by users when they are explained and supported by established, organized groups.
· Dry systems are significantly less expensive than conventional waterborne systems. Although the costs of the specific components vary considerably, depending upon the materials used, a complete unit, including the superstructure and a cement roof, is approximately 1200 Mexican Pesos (US$ 150+);
· There are important environmental advantages to using dry toilets. Rather than producing 100 000 to 150 000 litres of contaminated sewage water per family per year (enough to fill a 2 x 2.5 x 30 m cistern), the dry system produces approximately 5000 litres of liquid fertilizer (urine) and 300 to 500 litres of composted soil conditioner.
· Seeing is believing! A visit to a home with a dry toilet, preferably one which is integrated within the house, rather than operated as a separate structure, is especially helpful for convincing potential users.
· Extension workers, who are generally considered of high status, are taken quite seriously when they have dry toilets in their own homes. This is a particularly important consideration when working in a region where past dry sanitation projects are considered to have failed.
· It is advisable not to talk about financing mechanisms (whether revolving loans, outright gifts or demonstration models) during the first discussion. Otherwise, there is a strong likelihood that this subject will become the focus, and distort the needs assessment.
· Encouraging families to be responsible for their own wastes is certainly acceptable; forcing them to accept any one technical solution is not. Extension workers should know when to bow out gracefully, leaving communication lines open, when communities decide (whether explicitly or implicitly) not to accept an innovative sanitation approach.
· Rather than succumb to the temptation of building the first toilet for public use, it is best to wait patiently until a few families decide to take the risk to experiment. Public toilets are notoriously dirty. Dry toilets are no exception.
· Several demonstration models are better than just one, to prevent the brave family from being pressured from all sides - either to succeed or fail. A brave souls support group can be helpful, with frequent trouble-shooting check-ups of the toilets by community workers.
· To counteract the destructive impact of modern values and conventional wisdom, groups should be actively involved in a participatory critical analysis of their situation. If provided with the tools to make informed choices, participants will generally assume responsibility for making decisions regarding their impact on the environment. Whether they decide to construct a dry toilet or not, this learning process should benefit them.
· Alternative systems should be attractive. Supplying modern-looking urine-diverting toilet seats in a wide range of colours has helped tremendously, as have educational posters, which show dry toilets installed within a variety of settings, including luxurious bathrooms.
Proposals for future work include:
· Developing a guide for the handling and use of the processed faecal material (including guidelines for laboratory analysis).
· Developing a guide on the handling and use of the urine.
· Updating the existing construction manual, including a range of toilet styles and construction materials.
· Updating the existing users operation and maintenance guide.
· Developing small posters on proper use, appropriate for hanging in the bathroom.
ESAC is particularly interested in modifying the dry toilet system to incorporate red worm vermi-culture. It is anticipated that this innovation might require only one chamber, thus reducing construction costs, and result in a far superior compost product. ESAC is presently experimenting with vermi-composting of the harvested dry toilet compost, mixed with horse manure.
Additional laboratory analysis and research is necessary to determine acceptable levels of pathogen counts during different stages of the process and under different conditions. Thus far, the programme has relied exclusively on tests done by others.
The programme is beginning to make links with parallel urban composting centres to establish practical mechanisms for reuse of dry latrine output as the programme continues to expand.
Key institutions and responsible persons
Phone and fax: +52 73 15 49 11
George Anna Clark
Espacio de Salud, A. C. (ESAC)
Apartado Postal 1-1576
Phone and fax: +52 73 18 07 20
1 Professor of Civil Engineering, University of Leeds, UK.
Research and development undertaken by the World Bank during 1976-1986 (1, 2, 3) has shown clearly that possession, proper use and maintenance of a sanitation facility are more important, in terms of improving health, than the actual sanitation technology employed, provided that it is affordable and socioculturally acceptable. Nevertheless, sanitation technology choices have to be made, and the principal choice is between on-site and off-site systems, as follows:
· VIP latrines (or other types of pit latrine)
· pour-flush toilets
· septic tanks
· conventional sewerage
· low-cost (unconventional) sewerage
- settled sewerage
- simplified sewerage
These technologies are described in the literature (see, for example, Mara (4, 5), Mara and Sinnatamby (6), Otis and Mara (7), Sinnatamby (8), Bakalian et al. (9) and, more generally, Mara (10)). The two low-cost sewerage technologies are less well known. Yet, in low- income areas with an adequate water supply these are viable sanitation options - often, depending on housing density, they are the only feasible options. This article reviews these low-cost sewerage options, their potential and their limitations. It also provides guidance on how to choose the most appropriate option, and gives examples of their successful application (see also (16)).
Nomenclature of low-cost sewerage
Both settled sewerage and simplified sewerage use small-diameter sewers laid at shallow depths and in which the flow is, ideally, due to gravity. Other terms, such as small-bore sewerage, small-diameter gravity sewerage or shallow sewerage are unclear. The definitions used in this article follow the Portuguese terminology developed in Brazil (see (11)) and are outlined below.
Settled sewerage: a system in which wastewater from one or more households is discharged into a single-compartment septic tank (usually called a solids interceptor tank). The settled (or solids-free) effluent from the septic tank is then discharged into shallow, small-bore gravity sewers. Settled sewerage is thus the same as small-bore sewerage as described by Otis and Mara (7), small-diameter gravity sewerage (12) and common effluent drainage (13). (In Portuguese it is called redes de esgotos decantados; in French, raux d'eaux us dnt; and in Spanish (17), alcantarillado sin arrastre de sos.)
Simplified sewerage describes shallow sewerage as used by Sinnatamby (8) and its in-block variant called backyard or condominial sewerage (15). This system does not convey presettled sewage, and is essentially conventional sewerage stripped down to its hydraulic basics. (In Portuguese, it is called redes de esgotos simplificadas; in French, raux d'eaux us simplifies; and in Spanish, alcantarillado simplificado.)
Disadvantages of conventional sewerage
Conventional sewerage has two principal disadvantages - high cost and the need for an in-house water supply.
A World Bank study (1) of eight large cities in Africa, Asia and Latin America showed that, while the costs of conventional sewerage are highly site-specific, they are always very high. Capital costs in the 1980s ranged from US$ 600 to 4000 (1980 $) per household, and annual economic costs (i.e. amortized capital costs plus operation and maintenance costs, including the economic cost of water used for flushing toilets) were US$ 150-650 per household (1980 $). Low-income communities evidently cannot afford such costs, unless they are massively subsidized (which is unlikely in practice).
Generally, conventional sewerage requires an in-house multiple-tap level of water supply service. This is because cistern-flush water-seal toilets (water closets) are normally connected to the in-house water supply. Most low-income peri-urban communities in developing countries do not have this high level of water supply. Instead, they often rely on hand-carried supplies from public tapstands (standpipes), shallow wells or surface waters. At best they may have a yard-tap supply (one tap per household, usually situated immediately outside the house). It has been reported that conventional sewerage can be operated with this level of water supply - for example, at Tondo Foreshore, Manila (17). However, this was before development of simplified sewerage, which is more appropriate with yard-tap water supplies.
Figure 1. Promotion of lost-cost sewerage - here an engineer from the sewerage authority explains to the community how the system works, why it is appropriate, how much it will cost and what the operation and maintenance requirements are.
Promotion of low-cost sewerage
As with all sanitation technologies, low-cost sewerage systems need to be promoted effectively so that they will be accepted by the community, and operated and maintained properly - this generally requires an effective partnership to be developed between the sewerage authority and the community.
Low-cost sewerage can be cheaper, depending on housing density, than on-site systems; and, when housing densities are too high for on-site systems (as in many peri-urban areas), low-cost sewerage - principally the condominial variant of simplified sewerage - is generally the only viable sanitation option.
The sewerage authority must work closely with the community to promote low-cost sewerage (Figure 1). Costs and operation and maintenance responsibilities must be carefully explained, and an explanation also has to be given why other sanitation technologies are inappropriate.
Low-cost sewerage - technical descriptions
In a settled sewerage system (Figure 2), the sewers receive only settled sewage, and are designed very differently from conventional sewers. The most obvious differences are that they are not designed for self-cleansing velocities (i.e. velocities to ensure transport of solids), and that the flow in the sewers can change along their length, from normal gravity open-channel flow to full-bore pressure flow and then back to open-channel flow. In comparison with conventional sewerage costs, settled sewerage costs are quite low. This is mainly due to the shallow excavation depths and the use of small-diameter pipework (commonly 75-100 mm PVC), and the use of simple inspection boxes instead of large manholes. The pipes are carefully laid and simply embedded to avoid damage (this is usually easy as they are laid away from vehicular traffic).
Figure 2. Schematic diagram of settled sewerage. The interceptor tank can be shared between adjacent houses to reduce costs in peri-urban areas.
Settled sewerage is most appropriate for areas which already have septic tanks, but where the soil can no longer accept all the septic tank effluent. So it is often a lower-cost solution in middle- or upper-income areas. Saving money in this way should mean that more public funds become available which can be used to serve low-income areas.
Settled sewerage was developed in Zambia (see below), and is now frequently used in Australia (where it is called common effluent drainage), and also in the United States, Colombia and Nigeria. Its increasing use in the United States for new housing developments is due to its low cost (around 50-60 per cent of conventional sewerage) and the fact that, from the users' perspective, it differs little from conventional sewerage.
Figure 3a. Schematic diagram of condominial sewerage in planned peri-urban areas.
Figure 3b. Schematic diagram of condominial sewerage in unplanned peri-urban areas.
Simplified sewerage systems are designed to receive all household wastewater without settlement in solids interceptor tanks. Small-diameter sewers laid at shallow gradients are used to convey the sewage. The sewers are often laid inside housing blocks (Figure 3), when the system is known as condominial sewerage; or they may be laid outside the block, usually under the pavements on both sides of the street, rather than in the middle of the road, as is the case with conventional sewerage.
The costs of simplified sewerage systems are low (see below), sometimes even lower than those of on-site sanitation (Figure 4). This is because simplified (especially condominial) sewerage, in common with settled sewerage, uses shallow excavation depths, small-diameter pipework and simple inspection units (in place of large manholes). Additionally, the sewer gradients of a simplified sewerage system are much flatter than those of a conventional sewerage system. For example, UK practice for conventional sewers is to lay a 150 mm diameter sewer at a gradient of 1 in 150 (i.e. 1 m vertical to 150 m horizontal, or nearly 0.007 m/m) (18). In contrast, the earliest simplified sewerage schemes in northeast Brazil used 100 mm diameter sewers laid at 1 in 167 (0.006 m/m), and more recent schemes (based on minimum tractive tension, rather than minimum self-cleansing velocity) use a 100 mm sewer laid at 1 in 255 (0.004 m/m).
Simplified sewerage is most appropriate in high-density, low-income housing areas which have an on-plot level of water-supply (i.e. one tap or more per household) and no space for on-site sanitation pits or for the solids interceptor tanks of settled sewerage, It was developed as condominial sewerage in the early 1980s by CAERN, the water and sewerage company of the state of Rio Grande do Norte in northeast Brazil, as an affordable solution to the until then intractable problem of how to provide sanitation in high-density low-income areas (see below). It works well owing to the high initial rate of connection to the network (often well over 90 per cent; with conventional sewerage it can take many years to reach this level of connection), and when resulting sewage flows are correspondingly high. Blockages are very rare, even in the upper reaches of the network where the flow is intermittent: solids progress in a sequence of deposition, transport, deposition, transport until the sewer has drained a sufficiently large area for the flow to cease being intermittent. This deposition-transport-deposition - transport sequence is more efficient in small-diameter sewers than in large-diameter sewers.
Simplified sewerage systems are now used widely in Brazil and elsewhere in Latin America, and were introduced to Pakistan in 1985 in Christy Nagar, a very low-income slum area of Orangi in Karachi (see below). Simplified sewerage, especially its condominial version, without doubt represents one of the most important advances ever made in sanitation. Given the extremely high rate of urbanization which is creating high-density low-income areas in many developing countries, it will often be the only technically and institutionally feasible, economically appropriate and financially affordable sanitation option.
The case for settled sewerage
The case for settled sewerage has to be made on financial grounds. If the community already has septic tanks, and assuming the soil can no longer accept the septic tank effluent, settled sewerage will probably be cheaper than simplified sewerage. This must of course be checked in each case.
If the soil can no longer accept septic tank effluent because in-house water consumption is high (>100 litres/caput/day) and wastewater generation correspondingly high, in-house water conservation techniques, such as the installation of water-saving plumbing fixtures (see (19)) should be seriously considered in order to reduce the wastewater flow so that the soil's capacity to accept the septic tank effluent is restored.
Figure 4. Variation of annual costs per household of conventional sewerage, condominial sewerage (formerly called shallow sewerage) and on-site sanitation systems with population density. Data from Natal, northeast Brazil, showing that in this case condominial sewerage becomes cheaper than on-site sanitation at a population density of 160 persons per hectare.
The case for simplified sewerage
Simplified sewerage is worth considering as the sanitation technology of first choice for low-cost urban sanitation programmes and projects, especially those for high-density areas. But only if simplified sewerage is confirmed as:
- cheaper than on-site sanitation, and
- cheaper than settled sewerage.
Generally, though, the only areas for which simplified sewerage would not be the cheaper alternative are areas of low population density or areas already served by septic tanks (even currently malfunctioning septic tanks).
A decision must also be made concerning whether to adopt condominial (or backyard) sewerage or in-street sewerage. The former is more generally favoured in northeast Brazil, for example, and the latter in southern Brazil where SANEPAR, the water and sewerage company of the State of Paranoften installs double sewers, i.e. a sewer on each side of the street under each pavement. Whether the reasons for this are always valid is not clear, but double in-street simplified sewerage is around two-thirds more expensive than condominial sewerage (10, 20).
Selection criteria for low-cost sewerage
Cost - both economic and financial - is the most important criterion (1, 2). Costs must be evaluated with care taken to ensure that all costs, including, for example, those borne by the householders are taken into account. Generally, the most appropriate method is to determine the total annual economic and financial costs per household based on average incremental costs using the techniques of discounted cash flow analysis (i.e. converting future capital and operation and maintenance costs to their present values - see (2), chapter 4).
Unfortunately such annual costs are not usually calculated. The World Bank (9) and the Pan American Health Organization (21) quote the following ranges for the capital (i.e. investment) costs of sewerage (excluding the cost of sewage treatment) in Brazil:
Settled sewerage (northeast Brazil)
US$ 35-85 per person
Condominial sewerage (northeast Brazil)
US$ 65-105 per person
Simplified sewerage (southern Brazil)
US$ 170-240 per person
Conventional sewerage (southern Brazil)
US$ 240-390 per person
The costs of settled sewerage obviously depend on whether or not households already have septic tanks. As for simplified sewerage, the condominial (backyard) version is significantly cheaper than the non-condominial version (and very much cheaper than conventional sewerage). Condominial sewerage is therefore generally to be preferred. The financial costs of condominial sewerage are still very low though. In Natal in northeast Brazil (where condominial sewerage was developed in the early 1980s), capital costs in 1981 were USS$ 325 per household; the Water and Sewerage Company was able to recover its costs over a 30-year period by surcharging the water bill by only 40 per cent (rather than by the 100 per cent for households served by conventional sewerage). The charge for water was the minimum tariff (i.e. an assumed unmetered consumption of 15 m3 per household per month) of US$ 3.75. So the financial costs of simplified sewerage were really low: only US$ 1.50 per household per month (8, 22, 23).
Ideally, an on-plot level of water supply should be available, although in Pakistan, simplified sewerage works well with a hand-carried water supply service level (see below).
As shown in Figure 3, population density is a key parameter in determining the cost and appropriateness of low-cost sewerage. In Natal in northeast Brazil, condominial sewerage was cheaper than on-site sanitation systems at a population density of 160 persons per hectare, but this must be checked in each particular case.
The success of condominial sewerage in northeast Brazil is the result of an effective partnership between the sewerage authority and the community. The community is responsible for the operation and maintenance of the condominial sewers within the housing block. The sewerage authority is responsible only for the public sewers (i.e. the sewers outside the housing block). Assignment of these responsibilities must be discussed with the community before such a scheme is implemented. Community members must understand what their responsibilities are to be and why these responsibilities have been assigned to them (generally to reduce sewerage costs and enable a service to be provided). Essentially these responsibilities tend not to be great, involving only the removal of blockages (which are extremely rare and normally due to wilful abuse of the system). In Brazil, the community usually devolves its responsibilities to individual householders. In practice, this means that they are responsible for operation and maintenance of the length of condominial sewer which passes through their property (24, 25).
Usually, sewerage authorities are perfectly willing to accept responsibility for low-cost sewerage schemes. This is very important as they do not generally accept responsibility for on-site sanitation systems, leaving this to the municipal council, which may or may not be able to discharge the associated tasks (especially emptying of latrine pits) effectively. On-site systems are consequently often not fully satisfactory. In contrast, a good partnership between the sewerage authority and the community means that low-cost sewerage systems are operated and maintained very well (25).
The wastewater collected in low-cost sewers requires treatment before discharge into a surface watercourse or reuse for crop irrigation or fish culture. Usually, the most appropriate treatment process is carried out by waste stabilization ponds (see 26, 27 and 28). It is also worth noting that on-site systems can be upgraded over time, with corresponding improvements in water supply, to settled sewerage systems (see 2, 10).
Table 1 summarizes the characteristics, advantages and disadvantages of both settled and simplified sewerage.
Field examples of low-cost sewerage
Settled sewerage in Zambia
Settled sewerage was originally developed in the late 1950s by Mr L J Vincent, Manager of the then African Housing Board of Northern Rhodesia (now the Zambian National Housing Authority) (29). Conventional and sullage aqua-privies did network well in Northern Rhodesia and so settled sewers were developed to remove the settled wastewater (toilet wastes and sullage) from the aqua-privy tanks. The first such system was installed in 1960 at Kafue, an industrial township 50 km south of Lusaka (30). The land here, known as the Kafue Flats, is very flat, with a fall of only 1 in 2000. The sewers were designed for daily peak velocity of 0.3 m/s, and the pipes were 100 mm minimum in diameter, laid at a minimum gradient of 1 in 200. They were designed to flow when only partially full and not, unlike the more recent North American systems described by Otis (7), for surcharged flow. The system at Chipanda in Matero Township, Lusaka, is described below; but several others exist and are described elsewhere (31, 32, 33).
The Chipanda system was installed in 1960 and serves 532 households. Each aqua-privy block serves four households. Each household has a water tap and a sink immediately outside its toilet compartment which discharges its sullage into the aqua-privy tank (Figures 5 and 6). The tank effluent discharges, via a 100-mm diameter asbestos cement connector pipe, into a 150-mm diameter asbestos cement lateral sewer which runs between most of the compounds. Originally the settled sewage was treated in a series of waste stabilization ponds, but these were abandoned when the settled sewers were connected to the city's expanded conventional sewerage system.
Table 1. Summary of characteristics, advantages and limitations of settled and simplified sewerage
Adequate water supply (preferably on-plot, although the system can work with hand-carried supplies).
Adequate water supply (preferably on-plot, although the system can work with hand-carried supplies).
Household wastewater is settled in a solids interceptor tank (single-compartment septic tank). Tank effluent discharged into small-diameter (75 mm minimum) commonly plastic pipes laid at shallow depth, at an inflective gradient. Wastewater treated in facultative and maturation ponds (or discharged into conventional sewer system).
Household wastewater discharged directly (i.e. without settlement) into small-diameter (100 mm minimum) plastic or vitrified clay pipes laid at shallow depth and low gradients (e.g. 1 in 270 (0.0037 m/m) for a 100-mm diameter pipe serving up to 1200 people). Wastewater treated in anaerobic, facultative and maturation ponds (or discharged into conventional sewer system).
Most suitable in areas with existing septic tanks.
Most suitable in high-density low-income areas.
Sewerage authority has to assume responsibility for regular (e.g. annual or biennial) emptying of solids interceptor tank, and ensure that only settled sewage connections are made to the sewers.
Community has to accept responsibility for operation and maintenance of condominial sewers laid within the housing block.
Requirements for operation and maintenance:
Sewerage authority: regular inspection of sewers; maintenance of any lift stations; interceptor tank desludging; operation of treatment works.
Community: removal of any sewer blockages within housing block. Sewerage authority: regular inspection of ex-block sewers;* maintenance of any lift stations; operation of treatment works.
Costs: (These are indicative costs. Local costs must be properly estimated).
USA: capital costs of around 50-60% of conventional sewerage in areas where new solids interceptor tanks are installed (less in areas with existing septic tanks).
Northeast Brazil: capital costs of US$ 300-500 per household (compared with US$ 1500 per household for conventional sewerage).
* Ex-block sewers are laid in the public domain, i.e. under a pavement or street, as opposed to inside a housing block or within a private domain. The community would be responsible for maintaining sewers inside housing blocks.
Condominial sewerage in Natal, Northeast Brazil
Shallow sewerage was first developed in the low-income settlements of Rocas and Santos Reis in the city of Natal, the capital of the northeast Brazilian State of Rio Grande do Norte, by the Sanitation Research Unit of the State Water and Sewerage Company (CAERN) (8, 22). Rocas and Santos Reis are two neighbouring squatter settlements where approximately 15 000 people have settled, giving an overall population density of 350 persons per hectare. These settlements were spontaneous and essentially wholly unplanned.
The 3100 houses and buildings in the area were distributed over 86 blocks. Over half the houses were located on plot sizes less than 80 m2 and had constructed areas of less than 60 m2. They were therefore contiguous on at least one side with neighbouring properties with little or no space between them. Some space was usually available at the back of the house for a small garden. Income levels were exceptionally low, with two-thirds of the population earning subsistence wages below the country's poverty line.
Figure 5. Typical sewered aqua-privy in Chipanda, Matero (Zambia).
Despite such a low level of income, the granting of land titles to the householders had, over the years, encouraged the use of good quality construction material throughout most of the two areas. A yard-tap level of water supply was available and only a minimum water tariff levied from the majority of the premises, because of the small sizes of the plots. A quarter of the houses were not connected to any water-supply service, but shared supplies with their neighbours. Most houses had a conventional but manually-flushed ceramic toilet bowl which was connected to leachpits constructed within the plot area; sullage was discharged into the street in front. The high density of the settlement and the need for frequent leachpit desludging meant that the community was very dissatisfied with the system.
Although CAERN had a plan to serve the area with conventional sewers, it was evident that this would prove neither technically nor economically feasible, and that only a small proportion of house connections could be made. Meetings were held with the community to discuss the problem of sanitation in the area, and the advantages and disadvantages of various sanitation systems, including conventional and condominial sewerage. A condominial sewer system was proposed but the community feared that its operation might not be trouble free. One block, consisting of 28 houses, was therefore selected for a pilot test, and plans for laying in-block sewers were prepared. Each household consented to the construction of a common house connection in its backyard and agreed to be responsible for the maintenance of the length of sewer laid within its property; a simple inspection chamber was built for this purpose at each household connection to the sewer.
Figure 6. Typical sewered aqua-privy block in Chipanda, Matero (Zambia).
The pilot in-block condominial sewer was constructed in 1981 and operated for over a year while the planning of other block and street sewers proceeded. Block meetings were then arranged for the remaining 85 blocks, and residents in these blocks were encouraged to visit the pilot block and talk to the people living there to obtain their views on the system. This led to spontaneous acceptance of the system and a great demand to extend it to the remaining blocks. An unprecedented connection rate of 97 per cent was achieved in the first year of construction.
Within five years, the shallow sewer system was also being used in other towns within Rio Grande do Norte and was being implemented in all low-income housing schemes in the State without exception. During this period, it also began to be used in other states in Brazil such as Pernambuco, Rio de Janeiro, Minas Gerais and Sergipe. More recently, condominial sewerage has been used on a very large scale in Brazil through the World Bank PROSANEAR I Project (Table 2).
Table 2. World Bank PROSANEAR Project statistics
Number of beneficiaries
Capital cost per person (US$)
Rio de Janeiro
Rio de Janeiro
Angra dos Reis
Source: World Bank. People, poverty and pipes: the power of community participation and low-cost technology to bring water and sanitation to Brazil's slums. Washington, D.C., The World Bank (Infrastructure and Urban Operations, Department 1, Latin America and Caribbean Region), 1996.
Condominial sewerage in Orangi, Karachi, Pakistan
Approximately 40 per cent of Karachi's population lives in squatter settlements (locally termed katchi abadies). Orangi, the largest squatter settlement in Karachi and in Pakistan, is situated 12 km from the centre of the city. It has an estimated population of 800 000, settled in sub-standard conditions in an area covering approximately 2000 hectares. At the start of the project, average household incomes were at subsistence levels, and infant mortality and the incidence of excreta-related infections were both high.
The settlement was a result of migration from the former East Pakistan, which had taken place during the period immediately before and after the creation of Bangladesh. Although the largest of the katchi abadies, Orangi lacked the minimum of basic infrastructure and essential amenities. In March 1983, the Bank of Credit and Commerce International Foundation (BCCI), in collaboration with UNCHS (Habitat), initiated a three-year community development project, aimed at improving the living conditions of the people of Orangi (see (8)).
The project aimed to promote implementation of low-cost infrastructure interventions, particularly for sanitation, given the urgent need for sanitation improvement in the project area. The water supply to Orangi was via unevenly distributed communal stand-pipes which operated for four hours a day only, in the afternoon. Water was stored in in-compound tanks in most of the houses; on average, 20 to 30 litres were used by each household member each day. Only rudimentary plumbing fixtures were present in the area, and most washing was confined to a special wet room used for both bathing and washing clothes and utensils. The most common form of sanitation in the area was bucket latrines and the socio-religious custom of using water for anal cleansing necessitated the carrying of water to the toilet. Scavengers, who undertook the removal of excreta from the bucket latrines, charged US$ 1 per month for the service, but no provision existed for the disposal of sullage.
In 1984, Chisty Nagar, a Bihar community within Orangi, was selected as the first location to start the condominial sewerage programme. The project area contained 555 plots, 408 of which had houses built on them, and an average gross population density of 193 persons per hectare. A remarkable feature of the area was the regularity of its urbanization, with average plot sizes of 100 m2, 50 per cent of which, on average, was occupied by the house. Even more remarkable was the existence of a service lane, designed to provide access for nightsoil removal by the scavengers.
General community meetings were held after midday prayers at the mosque on Fridays. Local community leaders were selected and the programme was described. Discussions held with the community revealed a preference for some form of waterborne sanitation, but conventional wisdom dictated that the unreliable intermittent water supply and low levels of water consumption in the area would rule out use of conventional sewerage. Average water consumption was found to be 27 litres per person per day; with conventional sewerage, consumption is much higher, generally over 100 litres per day.
Only condominial sewerage offered any chance of success. Although condominial sewers had not been previously installed under conditions of such limited water use, and with manually flushed ceramic toilet squat pans, their mode of operation suggested that they would nevertheless function satisfactorily. An analysis of the costs of various sanitation options also indicated condominial sewers to be one of the cheapest options. It was therefore decided that condominial sewerage should be implemented in Chisty Nagar.
Meetings were held with the community to present the proposed designs and to establish a procedure for raising the required capital which had to be found in full by the community. The community nominated a trusted member to be the custodian of the funds raised. It was also envisaged that maintenance committees would be established as social mobilization advanced, in order to maintain the condominial sewers after installation.
Condominial sewers, laid in the service lanes (until then only used by scavengers for emptying nightsoil buckets), were designed according to criteria similar to those developed in Brazil; they received the wastewater from the manually flushed squat pans and all household sullage. A grit/grease trap, made of cement mortar (including fine aggregates) was provided in each house, as the main point of sullage collection and as a preventive maintenance device. One inspection chamber was provided to serve two plots, and each water closet connection was appropriately ventilated. In addition to the service lane sewers, an interceptor sewer was constructed to drain the lane sewers into a communal septic tank. The effluent from the tank was discharged to the nearby dry water course.1 The shallow sewer layout adopted in Chisty Nagar is shown in Figure 7.
1 In most circumstances this is not the best solution. Whenever possible, wastewater should be treated before discharge.
The internal plumbing and lane sewers comprised 30 and 31 per cent respectively of the total cost, which amounted to approximately US$ 45 per plot. An alternating twin-pit pour-flush toilet, which disposes of excreta only, would have cost approximately US$ 51. As in northeast Brazil, condominial sewerage was cheaper than on-site sanitation.
Figure 7. Layout of condominial sewerage in the low-income settlement of Chisty Naga in Orangi, Karachi, (Pakistan).
Following the success of this first BCCI/UNCHS condominial sewerage project in Chisty Nagar, the system was soon also applied in other parts of Orangi, eventually becoming known as the Orangi Pilot Project. So far, around 750 000 poor people have been served by condominial sewerage - a very successful example of technology transfer from one developing country (Brazil) to another (Pakistan).
(1) Kalbermatten JM, Julius DS, Gunnerson CG. Appropriate sanitation alternatives: a technical and economic appraisal. Baltimore, MD, Johns Hopkins University Press, 1982.
(2) Kalbermatten JM et al. Appropriate sanitation alternatives: a planning and design manual. Baltimore, MD, Johns Hopkins University Press, 1982.
(3) Feachem RG et al. Sanitation and disease: health aspects of excreta and wastewater management. Chichester, UK, John Wiley, 1983.
(4) Mara DD. The design of ventilated improved pit latrines. Washington, DC, The World Bank, 1984 (TAG Technical Note No. 13).
(5) Mara DD. The design of pour-flush toilets. Washington, DC, The World Bank, 1985 (TAG Technical Note No. 13).
(6) Mara DD, Sinnatamby GS. Rational design of septic tanks in warm climates. The public health engineer, 1986, 14(4):49-55.
(7) Otis RJ, Mara DD. The design of small bore sewer systems. Washington, DC, The World Bank, 1985 (TAG Technical Note No. 14).
(8) Sinnatamby GS. The design of shallow sewer systems. Nairobi, United Nations Centre for Human Settlements, 1986.
(9) Bakalian A et al. Simplified sewerage: design guidelines. Washington DC, The World Bank, 1994 (Water and Sanitation Report No. 7).
(10) Mara DD. Low-cost urban sanitation. Chichester, UK, John Wiley & Sons, 1996.
(11) Guimar ASP. Redes de esgotos simplificadas. Brasilia, Programa das Nas Unidas para o Desenvolvimento/Ministo do Desenvolvimento Urbano e Meio Ambiente, 1986.
(12) Otis RJ. Small-diameter gravity sewers: experience in the United States. In: Mara D, ed. Low-cost sewerage. Chichester, UK, John Wiley & Sons, 1996:123-133.
(13) South Australian Health Commission. Common effluent drainage system. Adelaide, SAHC (Health Surveying Services), 1982.
(14) Rizo-Pombo JH. The Colombian ASAS system. In: Mara D, ed. Low-cost sewerage. Chichester, UK, John Wiley & Sons, 1996:135-153.
(15) Rodrigues de Melo JC. Sistemas condominiais de esgotos. Engenharia sanita (Rio de Janeiro), 1985, 24(2):237-238.
(16) Mara DD. Low-cost sewerage. Chichester, UK, John Wiley & Sons, 1996.
(17) Middleton RN, personal communication, 1978.
(18) Water Services Association. Sewers for adoption, 4th edn. Swindon, Water Research Centre, 1995.
(19) Mara DD. The conservation of drinking water supplies: techniques for low-income settlements. Nairobi, United Nations Centre for Human Settlements, 1989.
(20) Hamer J. Low cost urban sanitation in developing countries [Dissertation]. Leeds, UK, University of Leeds (Department of Civil Engineering), 1995.
(21) Azevedo Netto JM. Innovative and low cost technologies utilized in sewerage. Washington, DC, Pan American Health Organization, 1992 (Environmental Health Program Technical Series No. 29).
(22) Sinnatamby GS. Low-cost sanitation systems for urban peripheral areas in Northeast Brazil [Thesis]. Leeds, UK, University of Leeds, 1983.
(23) Sinnatamby G, Mara DD, McGarry M. Sewerage: shallow systems offer hope to slums. World water, 1986, 9, 39-41.
(24) Rondon EB. A critical evaluation of shallow sewerage systems: a case study in CuiabBrazil [Dissertation]. Leeds, UK, University of Leeds (Department of Civil Engineering), 1990.
(25) Watson G. Good sewers cheap? Agency-customer interactions in low-cost urban sanitation in Brazil. Water and sanitation currents. Washington, DC, The World Bank, Washington DC, 1995.
(26) Mara DD. Sewage treatment in hot climates. Chichester, UK, John Wiley & Sons, 1976.
(27) Mara DD. Design manual for waste stabilization ponds in India. Leeds, UK, Lagoon Technology International, 1997.
(28) Mara DD et al. Waste stabilization ponds: design manual for Eastern Africa. Leeds, UK, Lagoon Technology International, 1992.
(29) Marais GvR. Personal communication, 1995 (Department of Civil Engineering, University of Cape Town, South Africa).
(30) Vincent LJ, Algie WE, Marais GvR. A system of sanitation for low cost high density housing. In: Proceedings of the Symposium on Hygiene and Sanitation in Relation to Housing CCTA/WHO, Naimey 1961. London, Commission for Technical Cooperation in Africa South of the Sahara, 1963 (Publication No. 84): 135-172.
(31) Feachem RG, Mara DD, Iwugo KO. Sanitation studies in Africa - Site Report No. 4: Zambia (Lusaka and Ndola). Washington, DC, The World Bank, 1978 (unpublished research report).
(32) Feachem RG, Mara DD, Iwugo KO. Alternative sanitation technologies for urban areas in Africa. Washington, DC, The World Bank, 1979 (P.U. Report No. RES 22).
(33) de Kruijff GJW. Aqua-privy sewerage systems: a survey of some schemes in Zambia. Nairobi, University of Nairobi (Housing Research and Development Unit), 1978.
Bakalian A et al. Simplified sewerage: design guidelines. Washington, DC, The World Bank, 1994 (Water and Sanitation Report No. 7).
de Azevedo Netto JM. Innovative and low cost technologies utilized in sewerage. Washington, DC, Pan American Health Organization, 1992 (Environmental Health Program Technical Series No. 29).
Mara DD. Low-cost sewerage. Chichester, UK, John Wiley & Sons, 1996.
Mara DD. Low-cost urban sanitation. Chichester, UK, John Wiley & Sons, 1996,
Reed RA. Sustainable sewerage: guidelines for community schemes. London, IT Publications, 1995.
Sinnatamby GS. The design of shallow sewer systems. Nairobi, United Nations Centre for Human Settlements, 1986.
Watson G. Good sewers cheap? Agency-customer interactions in low-cost urban sanitation in Brazil. Water and sanitation currents. Washington, DC, The World Bank, 1995.
1 Managing Editor, Worm digest, Eugene, Oregon, USA.
The past two decades have seen renewed interest in finding ways to harness earthworms to convert our increasing amounts of organic waste into humus. Various types of earthworm are being used to turn waste into a useful resource and enabling some existing waste treatment systems to be operated more efficiently. Waste treatment systems that incorporate worm technologies can accept a wide range of organic matter inputs, including human excreta, can destroy pathogens overtime, and create a nutrient-rich soil amendment as a product.
Some of these systems can be built with simple materials, and on small budgets. They can be built to varying sizes to serve different-sized families and communities. Many require little or no water beyond the amount provided by the organics.
This article provides basic definitions and explanations of vermicomposting and vermiculture ecotechnology, and describes their successful use in many different settings. More information on these projects may be obtained from the publications listed at the end of the article.
What is vermicomposting?
Vermicomposting (worm composting) is the conversion of organic wastes by surface-dwelling earthworms into worm castings (excreta). The redworm species Eisenia foetida and Lumbricus rubellus are most commonly used in vermicomposting. In nature they are often found where leaf or other organic litter falls onto the surface of the soil and remains damp. In that setting they play the role of emergency clean-up crew. When harnessed, their natural abilities in reproducing quickly and eating up to their weight in organic materials each day are taken advantage of.
In many vermicomposting systems, and particularly those in homes, schools and industries in industrialized countries, redworms are housed in bins. Bins are most often made of wood, but plastic, metal or any material which is not dangerous to the worms' survival can also be used. Some manufacturers offer popular plastic bins for home use, designed with holes for aeration. Models also exist that sport such features as a lower chamber and spigot to collect and drain worm tea for watering plants, as well as multiple-worm composting layers, and even a mechanical device for harvesting castings.
As with traditional composting, a balance is sought between carbon-rich materials like leaves and straw, and nitrogen-rich material like food waste and manures. Usually, these two types of material are mixed or layered in the worm beds to ensure more complete decomposition and a good finished product. Worm bins in home settings are first filled with moistened carbon-rich bedding like straw, leaves, or shredded newspaper. Then a small amount of garden dirt is added (the tiny rock particles aid the redworms' digestion), and finally the redworms are introduced into their new homes. Feeding can be daily or less often, depending on the user's schedule. Redworms will eat about half their own weight in food wastes per day (in most bins, under average conditions). As the bedding decays via the activity of bacteria, the worms will simply begin eating it, too! Castings can be harvested within three to five months, depending on how finished a product is desired. After harvesting (there are several methods), the worms are put back into their bin with fresh bedding, to begin the process over again. These are the most basic instructions for small! worm bins. For more detailed information, consult the publications listed at the end of this article.
The following are project examples using redworms which have been reported by Worm digest, a US magazine.2
2 Worm digest began publishing in 1993 with the aim of promoting the raising of redworms to convert organic wastes into humus in households and schools. The range of vermitechnologies known and promoted has widened since then, but vermicomposting with redworms in bins remains the most well-known method. Interest in worm composting in the US seems to be growing, judging from the increased media coverage of worms, worm curricula in schools, and the growing number of requests for Worm digest subscriptions, publications and assistance.
School lunch wastes not wasted
At Mill City Middle School in Mill City, Oregon, USA, sixty 5th-grade students use redworms, in a well-designed bin, to vermicompost their food waste. They built five OSCRs (Oregon Soil Corporation Reactor, named after the company that designed it) from plans they purchased. The OSCR is a tall, rectangular plywood bin with large upper and lower chambers separated by nylon rope weaving back and forth every few inches. The upper chamber houses the redworms, and there is a plywood lid to keep pests and light out. Students add food and paper waste to the upper chamber each schoolday. As the composting mass grows higher and the redworms move upward, they leave their castings below, suspended above the nylon rope. The lower chamber, accessed through a hinged door, is a collection area for finished castings. A small rake is used to dislodge the castings into the lower chamber, from which they are easily removed. Although only a year old, this project has converted the food wastes of these sixty students into worm castings, and both students and teacher are enjoying working with worms.
Turning hog manure into a resource
Vermicycle Organics, Inc., in Charlotte, North Carolina, USA has tested the use of redworms to process hog manure into organic fertilizer on a farm in their region. Partners Tom and Chris Christenberry (who, as farmers, had previous experience with worm composting) and Michael Edwards began their tests with open-field worm composting, but found that weather created problems, including a poor end-product. Now they separate the liquids from the solids in the manure and each week spread over five tons of manure solids in thin layers on top of several long, raised wooden worm beds in a greenhouse. A shade cloth, automatic misters, fans and greenhouse curtains help to keep conditions optimal for the redworms. Their product, VermicycleTM Worm Castings, has been received well by retail outlets and the three partners plan to expand their work to more farms soon.(1)
Aerobic composting toilets are already used in many parts of the world to turn human waste into soil (2). Redworms can enhance their operation, requiring only the addition of a simple moistening system. Such has been the experience with the Clivus Multrum system which has made regular use of redworms for the past five years. The Clivus system was first created in 1939 in Sweden, and sold in the US and elsewhere by Clivus Multrum, Inc. beginning in 1973. A typical home might include an ultra-low-flush toilet, a kitchen waste-disposal chute and a large composting chamber below the floor or in a basement. Clivus means slope, named for the sloping plane within the composting chamber that directs liquids to a separate area below the composting mass, from which it is then removed by pump. A fan-driven ventilation system vents odours from the toilet room. A family of four can expect to remove small quantities of (solid) compost via a door at the front of the composting chamber after a period of one to several years. An estimated 10 000 Clivus Multrum toilets are in use worldwide.
Clint Elston of Minnesota has developed a worm composting system for colder climates. He had experience selling Clivus Multrums while living in Colorado. But when he installed them in Alaska (where most rural villages do not have adequate sanitation systems), he found that the Clivus systems did not operate well due to the extreme cold. So, over twenty years ago, he began work on the AlasCan system, a complete organic conversion system for households. At the heart of the system is the vermicomposting tank, which accepts toilet wastes from an ultra-low-flush toilet (a marine toilet) and from a dedicated kitchen sink with a waste-disposal unit. The tank is super-insulated (R-20+) and pre-warmed by house air in a heat exchanger. The other main component of an AlasCan system is the wastewater treatment system, which accepts all household greywater (including from showers, bathtubs, sinks and washing-machines). The AlasCan system is designed for minimal user involvement and uses motor-driven agitators, a pump, sprayer and exhaust fan to ensure continuous good functioning. According to AlasCan, the system produces about 10 cubic feet of vermicastings per year for a household of two adults and two children. The system's cold-weather capabilities have won it some acclaim. At this time, Buckland, Alaska, a village of 82 homes, has passed resolutions to install the AlasCans exclusively, and has contacted another village in order to help them do a pilot project.
Dr Uday Bhawalkar is director of the Bhawalkar Earthworm Research Institute in Pune, India. He researches and designs systems that use aerobic bacteria and burrowing earthworms to convert organic wastes (including human excreta) into humus. He calls the basic method he developed vermiculture ecotechnology in which diverse organics, via an already-operating ecosystem (bacteria, managed by burrowing earthworms), are turned into plant nutrients. The key players are aerobic bacteria living in the earthworm's burrow, gut and surrounding soil, plus the earthworms themselves, which preferentially encourage good bacteria while discouraging unwanted (anaerobic and pathogenic) bacteria.
When choosing a site for vermiculture ecotechnology, a root zone must be available. If the site does not already have plants growing on it, then some trees or taller bushes must be planted there. Next, a thin layer of organic wastes is applied directly on the soil, along with some rock dust (powder) to provide necessary plant minerals and to balance the pH. A moisture-retaining layer of leaves or straw, etc., may be added. When available, some of the vermicastings from another site will get things started more quickly, especially if the soil is not already very biologically active. Food waste can be added at an increasing rate, as bacteria and worm populations grow. Again, for more detailed instructions, consult the books in the resources section.
In India, Dr Bhawalkar has put vermiculture ecotechnology to work at many sites with varying organic waste sources. Most notable has been the project at Venkateshwara Hatcheries, Ltd., in Pune. This poultry processing plant produces four tons of poultry offal daily, which goes to twenty 120 m2 concrete bins inoculated with a culture of the native burrowing species, Polypheretima elongata. Trees have been planted along the mid-line of the bins and, judging by their health, provide assurance that the vermiculture is proceeding well. Bhawalkar calls what is left after the bacteria and worms have worked through the material biofertilizer. These microbially-rich vermicastings, full of beneficial bacteria, are sold to farmers under the name of Biogold. Venkateshwara Hatcheries, Ltd. plans to use vermiculture ecotechnology at its other 12 operations in India as well.
Although Dr Bhawalkar has shifted his focus to another, newer vermitechnology, several people are still very active in spreading the use of vermiculture ecotechnology. Rahul Babar, a partner in NRG Tech Consultants, offers expertise in vermiculture ecotechnology for setting up complete and ready-to-use solid and liquid waste management projects. Shantu Shenai, director of the Green Cross Society and SOS (Save Our Selves) in Bombay, India, has initiated nearly 20 projects in that area using the Bhawalkar method.
Figure 1: Cross-section of vermifilter
In the vermifilter a group of selected plants provide an active root matrix that creates the desired microclimate for both bacteria and earthworms. This root matrix feeds on the inorganics and other growth factors produced by the bacteria and earthworms, while at the same time sending biofeedback to the bioprocessors, letting them know what the plants need. There is little operation and maintenance required, provided the designed loading rate is not exceeded. (Typical design parameters: Hydraulic loading up to 0.5m/day and organic loading up to 1 kg/m2/day). Stephen White, from Worm digest #8.
Vermifiltration of sewage
The vermifiltration of sewage (3) is an application of vermiculture ecotechnology designed by Uday Bhawalkar. It was adopted at the Sahjeewan School at Panchgani (Maharashtra) after the failure of their septic system due to clayey soil. The project was set up by Bhawalkar, and by 1995, was handling the waste of over half of the school's student population of 750.
The Sujala technique
Dr Bhawalkar is currently involved in promoting his newest technique, Sujala (which means clear water in Hindi). The technique makes use of the beneficial bacteria fixed on the castings of a specific species of earthworm (again, Pheretima elongata in projects in India). Sujala is in use at the Taj Group of Hotels in India. These hotels, located in remote sites, sought to use natural methods for wastewater treatment. V. Mahendrakar and B. B. Hallett (4) report in issue #15 of Worm Digest'. In the existing septic tanks, by adding Sujala, BOD [biochemical oxygen demand] levels were reduced from 200 mg/l to about 30 mg/l and odour was reduced and water clarity increased in 3-4 weeks of operation. Approximately 150 kg of Sujala bacteria were added to a 15 m3 septic tank. To summarize, after three to four months they saw an increase in pH from 6.5 to about 7.1 and an end to odours, a BOD and COD [chemical oxygen demand] reduction of between 50 and 80 per cent, water output at a quality level for use in the garden and a savings of about US$ 16 per day in electricity.
Presently we have a great need for efficient systems that process our increasing organic wastes. At the same time, in many parts of the world, our soils are growing poorer because we do not return to them as many or more nutrients than we take. Both problems have a common solution: we need only ask the capable earthworm for its help.
(1) Riggle D. The business of vermicomposting. Biocycle journal of composting and recycling, September, 1996, 54-56 (Biocycle, 419 State St, Emmaus PA 18049, USA. Tel: +1 610 967 4135.) Single copies US$ 6.
(2) Rapaport R. Aerobic composting toilets for tropical environments. Biocycle journal of composting and recycling, July 1996, 77-82. (Biocycle, 419 State St, Emmaus PA 18049, USA, Tel: +1 610 967 4135.) Single copies US$ 6.
(3) Whites. Vermifiltration of sewage, now being done in India. Worm digest #8, 1995. (Worm digest, PO Box 544, Eugene, OR 97440-0544, USA. Tel: +1 541 485 0456. E-mail: email@example.com)
(4) Mahendrakar V, Hallett BB. Worm digest #15 (see address above).
Worms eat my garbage by Mary Appelhof (2nd ed., 176 pgs). The definitive book on small-scale vermicomposting for adults. (Available from Worm digest for US$ 13.)
Worms eat our garbage: classroom activities for a better environment by Mary Appelhof (215 pgs). (Available from Worm digest for US$ 25.)
Squirmy wormy composters by Bobbie Kalman & Janine Schaub (32 pgs). The definitive book for young people on worm composting. (Available from Worm digestion US$ 9.50.)
Turning garbage into gold by Dr Uday Bhawalkar of the Bhawalkar Earthworm Research Institute (40 pgs.). A good theoretical introduction to vermiculture ecotechnology work. Not a how-to book. (Available from Worm digest for US$ 15.00.)
Vermiculture ecotechnology by Dr Uday Bhawalkar of the Bhawalkar Earthworm Research Institute (283 pgs). A treatise on commercial-scale vermiculture. (Available from Worm digest for US$ 150.00. Colour plates version also available for US$ 190.)
Art of small-scale vermicomposting and vermiculture ecotechnology. A 16-page pamphlet teaching the basics of these two worm technologies. (Available from Worm digest for US$ 5.00.)
Turning garbage into gold (47-minute video) by Dr Uday Bhawalkar of Bhawalkar Earthworm Research Institute. See book description above. (Available from Worm digest for US$ 28.00.)
OSCRTM worm bin design plans (Bin: 3' x 4' x 3' high). Vermicomposts up to 12 pounds of food/paper wastes daily, food added from top, castings empty below. (Available from Worm digestion US$ 35.00.)
The toilet papers (1995) by Sim Van der Ryn. Available for US$ 10.95 + US$ 4 shipping from Chelsea Green Publishing Co., 205 Gates-Briggs Building, PO Box 428, White River Junction, VT 05001, USA.
The humanure handbook (1994) by Joseph C. Jenkins. Available for US$ 19 + US$ 4 shipping from Chelsea Green Publishing Co., 205 Gates-Briggs Building, PO Box 428, White River Junction, VT 05001, USA.
Worm digest, PO Box 544, Eugene, OR 97440-0544, USA. Tel/Fax: +1 541 485 0456. Subscriptions: US$ 12/yr. to US, US$ 16 to Canada/Mexico, US$ 20 to other countries. Back issues: US$ 3.50 to US, US$ 4.25 to Canada/Mexico, US$ 5.50 to other countries. Set of 15 back issues: US$ 36 to US, US$ 40 elsewhere. E-mail: firstname.lastname@example.org. Website: http://www.wormdigest.org
Biocycle journal of composting & recycling. Biocycle, 419 State St, Emmaus, PA 18049, USA. Tel: +1 610 967 4135. Single copies US$ 6. A monthly publication. One- and two-year subscriptions: US$ 63/US$ 103 to US, US$ 85/US$ 147 to Canada, US$ 90/US$ 157 to other countries.
Hallett BB. The Taj West End Hotel, Race Course Road, Bangalore - 560 001 India Tel: +91 80 2255055. Fax: +91 80 2200010, E-mail: email@example.com
Jeremy Criss, Bio-Recycler Corp., 5308 Emerald Dr., Sykesville, MD 21784, USA. Tel: +1 410 795 2607. Fax: +1 410 549 1445.
Abby Rockefeller, Clivus Multrum, Inc., 104 Mt. Auburn St., Cambridge, MA 02138, USA. Tel: +1 800 425 4887.
Clint Elston, AlasCan Corporation, PO Box 88, Clear Lake, MN 55319, USA. Tel: +1 320 743 2909.
Dr Uday Bhawalkar, Bhawalkar Earthworm Research Institute, A/3 Kalyani, Pune Satara Rd, Pune 411 037 INDIA. Fax: +91 212 43 21 53. E-mail: firstname.lastname@example.org
Uday Sawant, Manager Operations, OMNI Biosearch Ltd. (a subsidiary of Venkateshwara Hatcheries), Venkateswara House S, #114 A/2 Pune Sinhagad Rd., Pune 411 030, India.
NRG Tech Consultants, B-213, Shantiban Housing Society, S. No. 52 & 79, Paud Road, Kothrud, Pune 411 029, INDIA. Tel/Fax: +91 212 33 59 26.
© S. Zorba Frankel, Managing Editor, Worm digest, Eugene, Oregon, USA, 1997, edited by WHO with permission of S. Zorba Frankel.
Prepared in association with SARAR TransformaciC