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Household and small treatment systems

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Presentation on theme: "Household and small treatment systems"— Presentation transcript:

1 Household and small treatment systems
Professor Nick Gray Centre for the Environment Trinity College University of Dublin © Tigroney Press

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Required to be: Cheap Robust Compact Hygienic at site Odourless Require little maintenance Installed and operated by unskilled labour Based on full-scale units but modified Problem with scaling up and scaling down.

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Choice depends: Loading Treatment objectives Site conditions and location Effluent discharge requirement Plant characteristics – power, maintenance Cost

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Cesspools Impervious Can not overflow Minimum capacity 45 d (18m3) Must be able to completely empty Adequately vented Adequately covered

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Septic Tanks

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Septic Tanks Single, double or triple chambered

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Must be impervious and watertight Block built must be rendered to make watertight. Typical cast concrete two-chambered tank

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Minimum size of tanks in Ireland for pe2-5 is 3m3; pe 6-10 is 4m3

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Modern GRP onion shaped septic tanks from Klargester

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Measuring scum and sludge depths

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Soil percolation tests required for septic tanks and small-scale treatment systems One very deep hole is dug to ascertain position of water table down to a minimum of 2m. Minimum depth of unsaturated zone allowed is 1.2 m

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Three trial holes should be dug each 1200 x 1200mm square and 750mm in depth, with a smaller hole 300 x 300mm by 400mm in depth in the centre which is used for the percolation (T) test. A smaller test hole, 300 x 300mm by 400mm in depth, can also be used to carry out a P-test which measures lateral dispersion rather than vertical dispersion as measured by the T-test.

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Suitability for a septic tank percolation area based on T or P test

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Percolation trench Depth 850 mm:300 mm of mm washed gravel; pipe laid at a 1 in 200 slope surrounded by clean washed gravel and with 150 mm of similar gravel over pipe; geotextile layer followed by 300 mm topsoil to ground surface

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Irish prescribed required length of percolation pipe Number of people in the house Minimum length of trench (m) 4 72 5 90 6 108 7 126 8 144 9 162 10 180 Trench width is 500 mm and no individual trench length should be more than 18 m.

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Minimum distances for treatment systems: Surface water soakaway 5m Watercourse/stream 10m Open drain 10m Lake or foreshore 50m Any dwelling house 7m septic tank and10m percolation area Site boundary 3m Trees 3m Road 4m Slope break/cuts 4m Wells and Heritage features have minimum distances controlled by other factors/legislation

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Typical problems Drainage into surface water Flooded percolation area

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Septic tanks should be emptied every 12 months

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Typical RBC unit for single dwelling

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Similar in design to standard RBC with or without septic tank area built in. Often best to have separate septic tank and permit smaller settlement tank to work as second or third septic chamber.

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Biocycle

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Typical design of a single housing unit incorporating a trickling filter

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SR6 was replaced in by a new treatment manual published by the EPA which was replaced in 2010 by the Code of Practice below. These can be downloaded from

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Also EPA manual on slightly larger community systems.

26 UK: British Water Codes of Practice
Small Treatment Systems UK: British Water Codes of Practice Guide to the Installation of Small Wastewater Treatment Systems A Guide for Users of Small Wastewater Treatment Systems  Maintenance and servicing of Small Wastewater Treatment Systems (Package Plants) up to 50 Population Equivalents (PE) and Larger Systems up to 1000PE Guide to the Desludging of Small Wastewater Treatment Systems Flows & Loads 3 - Sizing Criteria, Treatment Capacity for Small Wastewater Treatment Systems

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FOG (Fat, Oil Grease) Released from all food preparation areas and solidifies with the sewer. Causes reduced capacity and possible blockage leading to flooding Increasing problem due to more intensive rainfall events Options: Manual removal Chemical degreaser Biological breakdown Prevention: FOG traps In-sewer treatment using biological breakdown via network feeding stations

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FOG Control in Dublin City Since January 2008 DCC requires 2,000 FSEs in Dublin to be licensed for FOG disposal. Food Service Establishments (FSE) include, but not limited to, hotels, pubs, restaurants, take-aways, canteens, convenience stores, B&B establishments, etc. Included in trade effluent discharge licence under Section 16 of the Local Government (Water Pollution) Act 1977.

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FOG Control in Dublin City Details: Some form of grease trapping or grease retention equipment must be installed in order to reduce the levels of FOG in the final discharge. One-off application fee of €380. Annual licence fee payable to DCC based on the Polluter-Pays-Principle. Inspectors will visit each FSE four times a year, or more frequently if required. Grease traps must be regularly cleaned and the recovered FOG/water mixture must be collected by a licensed waste contractor and disposed of at a licensed facility. FOG level must not exceed 100 mg/L

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Grease Traps There are two main types of grease traps available, either a passive retention type or a grease removal type. Best Management Practices (BMP) Work practices implemented in the kitchen to ensure that as little solid or oily waste enters the sewer. Use of strainers in sinks. Dry wiping and/or pre-rinsing of dishes and pots before they are washed. Regular inspection and maintenance of the grease management system. Disposal of FOG Collection by licensed permit holders Waste FOG is almost completely recyclable. Used cooking oil is already collected from large FSEs and recycled. Reuse options: Rendered to create tallow. Production of bio-fuel.

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Grease Traps

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Grease traps need regular emptying

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Reference: Look at the new EPA Irish code of practice (on-line) for household treatment systems and other online sources listed in the course text


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