Cover Image
close this bookUrban Wastewater Projects - A Layperson's Guide (EEA, 1998, 124 p.)
View the document(introduction...)
View the documentAcknowledgements
close this folderChapter 1. The Guide - Its Purpose, Structure and Use
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View the document1.1 Purpose of the Guide
View the document1.2 The Guide’s Structure
View the document1.3 The Use of the Guide
close this folderChapter 2. An Introduction to Urban and Rural Wastewater Management
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View the document2.1 Chapter Content
View the document2.2 The Nature of Urban Wastewater
View the document2.3 Sewer Systems
View the document2.4 Industrial Effluents
View the document2.5 Rural Area Sewage
View the document2.6 Wastewater Treatment
View the document2.7 Effluent Disposal and Beneficial Use
View the document2.8 Sludge - Treatment, Disposal and Beneficial Use
close this folderChapter 3. Environmental and Legislative Context
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View the document3.1 Chapter Content
View the document3.2 Why Treat Wastewater?
View the document3.3 Environmental Legislation
View the document3.4 Impact on the Environment
View the document3.5 Success through Integrated Planning
close this folderChapter 4. Planning Issues
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View the document4.1 Chapter Content
View the document4.2 Wastewater Project Phasing
View the document4.3 Costs and Sources of Finance
View the document4.4 Land and Energy Requirements
View the document4.5 Reuse - Wastewater and Sludge as a Resource
View the document4.6 Environmental Impacts
View the document4.7 Human Resources - Project Staffing
View the document4.8 Techniques to Assist Decision-Making
View the document4.9 Public Consultation
close this folderChapter 5. Wastewater Networks
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View the document5.1 Chapter Content
View the document5.2 Sewer systems
View the document5.3 Priorities to be considered before Constructing a Sewage Network
close this folderChapter 6. Wastewater and Sludge Treatment and Disposal
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View the document6.1 General introduction and chapter content
View the document6.2 Effluent disposal and reuse
View the document6.3 Wastewater Treatment Processes
View the document6.4 Wastewater treatment issues
View the document6.5 Sludge disposal and Reuse
View the document6.6 Sludge treatment and disposal procedures
View the document6.7 Sludge treatment and disposal issues
View the document6.8 General issues
close this folderChapter 7. Wastewater and Sludge Treatment and Disposal - Details
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View the document7.1 Preliminary treatment
View the document7.2 Primary treatment
View the document7.3 Secondary, Tertiary and Advanced Treatment
View the document7.4 Sludge Treatment
close this folderChapter 8. Revenue and User Charges
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View the document8.1 Chapter Content
View the document8.2 Phase I - Identifying Total Costs
View the document8.3 Phase II - Allocating Costs to Customer Classes
View the document8.4 Phase III - Designing a Tariff Structure
View the document8.5 Summary
close this folderChapter 9. Implementation
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View the document9.1 Chapter Content
View the document9.2 Options for Implementation and the Conventional Project Roles
View the document9.3 Alternatives to Conventional Project Implementation
View the documentAnnex A: EU Directives
View the documentAnnex B: Glossary of Terms
View the documentAnnex C: Implementation Options

2.5 Rural Area Sewage

2.5.1 How is sewage from rural areas treated?

In rural areas, domestic sewage is normally dealt with on individual premises in cesspools and septic tanks.

Cess-pools are tanks without an outlet that are used solely to store the sewage. The stored waste must be frequently removed as the tank is filled. Cess-pools are expensive to operate due to the frequent necessity to empty them. Cess-pools are installed only when the ground is impermeable or the water table rises to near or above ground level for all or part of the year.

Fig. 2.3 Factory-built treatment plant for small, rural developments

Septic tanks are small underground tanks interred in the ground, away from the houses that they serve and which act as small treatment plants with a low efficiency. Solids settle to the floor of the tank and oils and grease rise to the surface of the tank contents. A clarified effluent is preferably dispersed into the ground through a soakaway system. Less acceptably, the effluent may be discharged to a ditch or watercourse but its quality is such that this may give rise to odour problems or pollute the recipient. Periodically, sludge is sucked from the septic tank by a purpose-built road tanker and conveyed to a plant for further treatment and safe disposal.

For larger premises in rural areas, such as hotels and restaurants, a small treatment plant, often factory-built, will be installed. These plants use the same basic treatment processes as municipal wastewater plants. However, arrangements are normally made to convey the sludges that they produce to a municipal plant for treatment and safe disposal.

2.5.2 When is the transition made from individual on-site treatment to the construction of a sewer system to transmit sewage to communal treatment?

A sewer system and communal treatment plant are constructed when it is either cheaper to do so than construct and operate individual on-site facilities, or when the ground on which the development is situated is insufficiently permeable to absorb the discharges from septic tanks. Under these circumstances, unsanitary conditions and odour nuisance may result from this practice or the quality of the groundwater may be reduced to an unacceptable level.

2.5.3 Do rural wastewater treatment plants for small populations create particular problems?

Ideally, a wastewater treatment plant would be served by a short sewer system, receive a constant flow rate of wastewater and be of a size to justify a full compliment of technical and support staff working on-site. Sewer systems and small treatment plants serving scattered rural populations and villages do not generally satisfy these criteria and so the problems created must be taken into account when planning their design and operation, viz.:

· long lengths of sewer and pumping mains serving small populations have long retention times and wastewater can become septic, creating offensive odours and difficulties in treatment;

· the smaller the population served, the more variable is the wastewater flow rate and the pollution load arriving at the treatment works throughout the day and treatment units must be designed to take this into account;

· it is often difficult to allocate operational staff exclusively to a small treatment works; if there are a number of such works in an area, the formation of a mobile operations and maintenance team might be justified, otherwise regular visits should be made by the staff from a larger works, suitably trained in the operational problems of small units.