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Disposal by sanitary landfill

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  4. You are going to read the text about hazardous waste and its disposal. Think of the most suitable heading for each paragraph (1-3).

SOLID WASTE MANAGEMENT

Unit 3

Task 1. In pairs answer the following questions:

1. Do you know regulations for landfills in Russia?

2. Are there any illicit landfills in the proximity of Murmansk?

 

Task 2. Pay attention to the correct pronunciation of the following words.

proximity [pr k'simiti]
versatile ['vWsqtail]
leachate ['li:tSqt]

 

Task 3. Learn new words and phrases.

compacting прессование
covering покрытие
crawler гусеничный трактор
dragline драглайн, канатный скребковый экскаватор
front-end loader экскаватор, ковшовый погрузчик с опрокидывающимся назад ковшом
grader машина для сортировки по размеру, сортировщик
grading выравнивание, обработка грейдером
hauling транспортировка
illicit dumping незаконное захоронение отходов
scraper скрепер
spreading разравнивание, распределение
trenching рытье котлованов, рвов или канав
utilities бытовые помещения
water wagon водовоз, цистерна

Task 4. Translate the following words and phrases.

dispose of blade -doser - trash
substitute
area method trench method

Task 5. Make up your own sentences using words and phrases from the tasks 2, 3, 4.

Task 6. Skim the text and tell what the general idea of the text is.

DISPOSAL BY SANITARY LANDFILL

A sanitary landfill is defined as a land disposal site employing an engineered method of disposing of solid wastes on land in a manner that minimizes envi­ronmental hazards by spreading the solid wastes to the smallest practical volume, and applying and compacting cover material at the end of each day.

Site Selection. Site location is perhaps the most difficult obstacle to overcome in the development of a sanitary landfill. Opposition by local citizens eliminates many potential sites. In choosing a location for a landfill, consideration should be given to the following variables:

1. Public opposition

2. Proximity of major roadways

3. Speed limits

4. Load limits on roadways

5. Bridge capacities

6. Underpass limitations

7. Traffic patterns and congestion

8. Haul distance (in time)

9. Detours

10. Hydrology

11. Availability of cover material

12. Climate (for example, floods, mud slides, snow)

13. Zoning requirements

14. Buffer areas around the site (for example, high trees on the site perimeter)

15. Historic buildings, endangered species, wetlands, and similar environmental
factors.

New federal regulations for landfills include siting criteria that include restrictions on distances from airports, flood plains, and fault areas, as well as limitations on construction in wetlands, seis­mic impact areas, and other areas of unstable geology such as landslide areas and those susceptible to sink holes. Other restrictions may apply. For example, a landfill should be more than:

30 m from streams,

160 m from drinking water wells,

65 m from houses, schools, and parks, and

3,000 m from airport runways.

Site Preparation. The plans and specifications for a sanitary landfill should require that certain steps be carried out before operations begin. These steps include grading the site area, constructing access roads and fences, and installing signs, utilities, and operating facilities.

On-site access roads should be of all-weather construction and wide enough to permit two-way truck travel (7.3 m). Grades should not exceed equipment limi­tations. For loaded vehicles, most uphill grades should be less than 7 percent, and downhill grades should be less than 10 percent.

All sanitary landfill sites should have electric, water, and sanitary services. Re­mote sites may have to use acceptable substitutes, for example, portable chemical toilets, trucked-in drinking water, and electric generators. Water should be available for drinking, fire-fighting, dust control, and sanitation. Telephone or radio commu­nications are desirable.

A small sanitary landfill operation will usually require only a small building for storing hand tools and equipment parts and a shelter with sanitary facilities. A single building may serve both purposes. Buildings may be temporary and preferably movable.

Equipment. The size, type, and amount of equipment required at a sanitary landfill depends on the size and method of operation, quantities and time of solid waste deliveries, and, to a degree, the experience and preference of the designer and equipment operators. Another factor to be considered is the availability and dependability of service from the equipment.

The most common equipment used on sanitary landfills is the crawler-type tractor (crawler) or rubber-tired tractor. The tractor can be used with a doser blade, trash blade or a front-end loader. A tractor is versatile and can perform a variety of operations: spreading, compacting, covering, trenching and even hauling the cover material.

Steel-wheeled compactors are finding increased application at sanitary landfills. In basic design, compactors are similar to rubber-tired tractors. The unique feature of compactors is the design of their wheels, which are steel and equipped with teeth or lugs of varying shape and configuration. This design is employed to impart greater crushing and demolition forces to the solid waste. Use of compactors should be restricted to solid waste, because their design does not lend them to application of a smooth layer of compacted cover material. Thus, compactors are best used in conjunction with tracked or rubber-tired machines that can be used for cover material

Other equipment used at sanitary landfills are scrapers, water wagons, draglines, and graders.

Operation. Two basic techniques are employed at san­itary landfills. They are termed the area method and the trench method. At many sites, both methods are used, either simultaneously or sequentially.

In the area method, the solid waste is deposited on the surface, compacted, then covered with a layer of compacted soil at the end of the working day. Use of the area-method is seldom restricted by topography; flat or rolling terrain, canyons, and other types of depressions are all acceptable. The cover material may come from on or off site.

The trench method is used on level or gently sloping land where the water table is low. In this method a trench is excavated; the solid waste is placed in it and compacted; and the soil that was taken from the trench is then laid on the waste and compacted. The advantage of the trench method is that cover material is readily available as a result of trench excavation. Stockpiles can be created by excavating long trenches, or the material can be dug up daily. The depth depends on the location of the groundwater and/or the character of the soil. Trenches should be at least twice as wide as the compacting equipment so that the treads or wheels can compact all the material on the working area.

Waste disposal is done according to a permit with a specific plan of operations including record keeping and routine monitoring. The disposal technique and the type and quality of material to be disposed of allow a classification system according to the following types of landfill operations:

- Compaction landfill

- MSW compost landfill

- Balefill landfill

- Inert and monofill

- Hazardous waste landfill.

 

Environmental Considerations. Vectors (carriers of disease) and water and air pollution should not be a problem in a properly operated and maintained landfill. Good compaction of the waste, daily cov­ering of the solid waste with good compaction of the cover, and good housekeeping are musts for control of flies, rodents, and fires.

Burning, which may cause air pollution, is never permitted at a sanitary land­fill. If accidental fires should occur, they should be extinguished immediately using soil, water, or chemicals. Odors can be controlled by covering the wastes quickly and carefully, and by sealing any cracks that may develop in the cover.

Landfill gases and leachate ( liquid that passes through the landfill and that has extracted dissolved and sus­pended matter from it.The liquid enters the landfill from external sources such as rainfall, surface drainage, groundwater, and the liquid in and pro­duced from the decomposition of the waste.) should always be a subject of concern.

Landfill design. The design of the landfill has many components including site preparation, build­ings, site, leachate collection system, final cover, and gas collection system.

Landfill types are classified as follows:

- Closed pit landfill,

- Open pit landfill,

- Landfill on hill/slope,

- Landfill in ravines/narrow valleys,

- Area landfill.

 


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