In this document, you will find more information on the various technical options that meet the requirements for basic sanitation. These need to be considered within all the sustainability requirements, e.g. affordability, operation and maintenance. The options are divided into two categories: Dry non-water reliant on-site systems and wet systems (that do require water for operation).
WAaF (2002): Sanitation Technology Options. Pretoria: Department of Water Affairs and Forestry (WAaF) URL [Accessed: 31.05.2019]Library
The publication explains the purposes of urine diversion, its benefits and challenges, possibilities of urine treatment and reuse in agriculture. It provides an overview on design and operational aspects for equipment needed, such as waterless urinals and urine diversion toilets. An appendix with a worldwide listing of suppliers for waterless urinals and urine diversion toilet pedestals and squatting pans is also available.
MUENCH, E., v. WINKER, M. GTZ (2009): Urine diversion components. Overview of Urine Diversion Components such as Waterless Urinals, Urine Diversion Toilets, Urine Storage and Reuse Systems. (= Technology Review ). Eschborn: German Agency for Technical Cooperation (GTZ) GmbH URL [Accessed: 31.05.2019]After a brief introductory chapter on the Philippine sanitation situation and basic principles of sustainable sanitation, the manual focuses on the introduction of different low-cost sanitation solutions comprising the arborloo toilet, the 1-chamber and 2-chamber UDDT, hanging UDDTs, and the ecopee urinal. Each technology is briefly described by giving general information on how it works, operation and maintenance requirements, reuse or safe disposal options, and in which setting this technology might be appropriate. In addition, a picture-based guide on how to construct each technology is provided as well as the necessary technical drawings and rough cost estimates based on current prices. Since a sanitation system does not end with the toilet itself, the last chapter also provides information on the overall management of the system including collection, transport, treatment, and final reuse of urine, feces and composting products in agriculture.
GENSCH, R. MISO, A. ITCHON, G. SAYRE, E. (2010): Low-Cost Sustainable Sanitation Solutions for Mindanao and the Philippines. A Practical Construction Field Guide. Cagayan de Oro City: Xavier University URL [Accessed: 31.05.2019]Among other things, there is much information about the sewer collection system in the City of London, ON. There will be site specific situations where the design will depart from these practices as it is not possible nor is it the intention of the City to anticipate every situation.
This technical document contains information about small bore sewer systems.
OTIS, R. MARA, D. (1985): The Design of Small Bore Sewer Systems. Washington, DC: The International Bank for Reconstruction and Development/The World Bank URL [Accessed: 30.05.2019]Among other things, there is much information about the sewer collection system in the City of London, (Ontario-Canada). There will be site-specific situations where the design will depart from these practices as it is not possible nor is it the intention of the City to anticipate every situation.
EESD (2003): Design Specification & Requirements Manual. Updated 2010. 4 Sewage Pumpoing Stations. London, Ontario (Canada): Environmental and Engineering Services Department (EESD) URL [Accessed: 30.05.2019]The purpose of this guide is to present practical information on the handling, treatment, and disposal of septage in a concise, recommendations-oriented format for easy use by administrators of waste management programs, septage haulers, and managers or operators of septage handling facilities. The guide is not intended to provide detailed engineering design information.
U.S. EPA (1994): Guide to Septage Treatment and Disposal. (= EPA/625/R-94/002 ). Washingtion D.C.: United States Environmental Protection Agency, Office of Research and Development URL [Accessed: 30.05.2019]This paper investigates the state-sponsored low cost housing provided to previously disadvantaged communities in the City of Cape Town, South Africa. The design of state-subsidised houses and the construction of unplanned housing in the backyard added enormous pressure on the existing municipal infrastructure and the environment. Municipal water, sewerage systems and solid waste disposal cannot cope with the increased population density combined with the poor sanitation behaviour of the inhabitants of these settlements. The low-cost housing program in South Africa requires improved management and prudent policies to cope with the densification of state-funded low-cost housing settlements.
GOVENDER, T. BARNES, J.M. PIEPER, C.H. (2011): The Impact of Densification by Means of Informal Shacks in the Backyards of Low-Cost Houses on the Environment and Service Delivery in Cape Town, South Africa. Auckland: Libertas Academica URL [Accessed: 29.05.2019]In the coastal area of Holden Beach (North Carolina), an AIRVAC vacuum wastewater collection system offers installation and operation advantages compared with gravity systems.
GARRET, C.S. (2008): Wastewater Alternative for Coastal Conditions. ceNEWS URL [Accessed: 29.05.2019]This informed choice catalogue for community based wastewater treatment technologies helps to identify suitable sanitation options and facilitates the assessment of different sanitation system components with regard to stakeholder preferences. A powerful tool for technical bottom-up planning giving overall information about technical options at a "glance".
SANIMAS (2005): Informed Choice Catalogue. pdf presentation. BORDA and USAID URL [Accessed: 29.05.2019]These pages describe advantages, applications, the functional principle and technical components of vacuum sewer systems.
ROEDIGER (2007): RoeVac Vacuum Sewer System. Hanau: Roediger Vacuum GmbH URL [Accessed: 29.05.2019]Kennedy/Jenks Consultants was asked to solve a common waterfront problem – failing septic systems. After analysing the situation, the experts chose a grinder pump system.
MAYHEW, C. FITZWATER, R. (1998): Engineering Low Pressure Grinder Pump Sewer Systems. United States: Kennedy/Jenks Consultants URL [Accessed: 29.05.2019]This paper summarise the most common types of field failure modes in water supply mains and pressure sewers and associated fittings and appurtenances.
WSAA (2003): Common Failure Modes in Pressurised Pipeline Systems. Melbourne and Sidney: Water Services Association of Australia URL [Accessed: 29.05.2019]On this link you can find a short movie how a vacuum sewer system works.
These specifications give the minimum requirements for installation of pressure sewer lines, force mains and appurtenances in the City of Tullahoma, Tennessee.
TUB (2014): Design Criteria and Specifications for Pressure Sewers, Force Mains, Grinder Pumps and Appurtenances. Tullahoma: Tullahoma Utility Board (TUB) URL [Accessed: 29.05.2019]This wastewater technology fact sheet is a detailed description of the pressurised sewer system. This factsheet describes the pressurised sewer system as an alternative option to conventional sewers. It describes the system as well as advantages/disadvantages, performance, costs and applicability.
U.S. EPA (2002): Pressure Sewer. Pennsylvania: United States Environmental Protection Agency (US EPA) URL [Accessed: 29.05.2019]This is a very detailed lecture note about vacuum sewer systems. It contains descriptions, technical graphs and calculations about a vacuum sewer system.
PDH ENGINEER (2007): Vacuum Sewers: Design and Installation Guidelines. Alexandria, Virginia: Water Environment Federation URL [Accessed: 29.05.2019]The Schoalhaven City Council describes the system of pressurised sewering and its experiences.
SCHOALHAVEN WATER (n.y): Pressure Sewer System.. Shoalhaven: Shoalhaven City Council URL [Accessed: 29.05.2019]