Newsletter and Technical Publications
<International Source Book On Environmentally Sound Technologies
for Wastewater and Stormwater Management>
8.5 Scenarios for Sound Practices
General scenarios can be sketched based on population density to illustrate
integration of technology, environmental, economic and social factors. For a low
population density and where land is available around dwellings, on-site systems
with on-site reuse provide householders with options which are a function of
water availability, toilet type and desired reuse of blackwater and greywater.
Use of a double vault composting toilet (2 (4.1.2)) and greywater for subsurface
irrigation is shown in Figure 2.50. Maintenance requirement will be emptying the
vault (say, every 6 months), windrow-composting the content with garden waste
and diverting blackwater from a full vault to the one just emptied. Irrigation
system for greywater need to be checked weekly.

Figure 2.50: Composting toilet for blackwater and sub-surface irrigation of
greywater (Lange and Otterpohl, 1997)
A system requiring less householder maintenance is a septic tank
with an inverted leach drain or evapotranspiration trench (2 (4.1.5)). The
septic tank needs to be de-sludged every 3 to 5 years. This is done by calling a
sludge contractor. This service should be available in the community for this
option to operate satisfactorily including the safe disposal of the sledge by
the contractor.
For a high population density, community ablutions blocks with
payment for use can work well. The wastewater can be conveyed to a location
where land is available for land-based treatment (2 (4.2.4)) and reuse through
grazing grasses irrigated by treated wastewater. The operator of the ablutions
facilities needs to ensure public health requirements for the wastewater reuse
are met.
Toilet facilities in individual dwellings are an option with
wastewater collected using simplified sewerage (2 (3.2)). This can be
condominial sewers or with street connections depending on community choice.
Collected wastewater is treated using a series of lagoons (2 (4.2.3.)), with the
final lagoon employed for aquaculture (2 (6.1.2.)). Depending on land use
downstream of the lagoons, wastewater can be reused further for agriculture,
horticulture or tree plantation.
The requirement of planning a sewerage system within a catchment
basin (to use gravity flow), the environmental requirement for reuse of
wastewater nutrients (to prevent pollution), the economic requirement of
balancing economy of scale of treatment and the cost of the sewer pipes, and the
social requirement for community consultation point to planning for a
community-scale collection, treatment and reuse of wastewater. The optimum size
of the population served for a community-scale systems will depend on local
conditions, which in turn are determined by local geographical (topography,
climate, soil), environmental, economic and social/institutional considerations.
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