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Provides an overview of the current regulatory environment pertaining to the valuations of US landfill sites. Addresses changes in US regulations and how they relate to closure and post‐closure costs as well as the owners′ financial responsibility after closure. Concludes that the methodology of valuing landfills by using comparison of similar sales becomes less useful with the introduction of the new regulations.

Local landfills in communities across the US are the battlegrounds in the conflict between our desire to consume goods at an extraordinary rate and our inability to deal with waste that is a by-product of this consumption. Despite efforts to reduce the amount of wastes generated through source reduction, in 2003, US residences, businesses, and institutions produced more than 236 million tons of municipal solid waste (trash and garbage), approximately 4.5 pounds of waste per person per day (EPA, 2003a). Also in 2003, 16,694 generators of regulated hazardous waste accounted for more than 30 million tons of hazardous wastes, more than half a pound of hazardous wastes per person per day (EPA, 2003b).

This study aims to examine whether or not residential properties closer to landfill sites have lower offer values by the developers. That is, by analyzing real estate data and landfill site locations, the study seeks to provide insights into whether properties situated closer to landfill sites tend to have a lower offer values than those located farther away.

The study is exploratory in nature, and a case study approach is applied. A landfill site named “Uruli Devachi” is selected in the region of Pune district, and data is collected from 102 developers selling residential projects within a radius of 15 km (about 9.32 mi). The gathered data is analyzed by using basic descriptive statistics, one-way ANOVA and ordinary least squares (OLS) regression. The OLS regression helps to determine whether there is a relationship between the distance of a residential property from a landfill site and its offer value.

The findings suggest that landfill sites have a detrimental impact on residential property offer values, with the negative impact increasing with proximity to a landfill site. The negative effect seems to vanish after over 10 km (about 6.21 mi). The developers provide extra facilities including a clubhouse, a children’s play area, a gym and a swimming pool in an effort to mitigate the negative effects of the landfill site on residential properties.

The findings of this study could have implications for property developers, real estate professionals and policymakers in understanding how landfill proximity might impact property offer values.

This study presents many novelties for the Indian housing market: the landfill sites do have a negative effect on the offer value of residential property; the closer the residential property to a landfill site, the higher the negative effect. Further, the developers try and mitigate the negative effect of landfill sites on residential properties by providing additional amenities such as a clubhouse, children’s play park, gym and swimming pool.

The Gulf Cooperation Council member countries not only generate the highest quantity of municipal solid waste (MSW) per capita when compared globally, but also in most of these countries, such waste is just dumped at different landfill stations. In Oman, the total quantity of MSW stood at 2.0 million tons per year. The emission from this waste is estimated at 2,181,034 tons/year (carbon dioxide equivalent). This article attempts to develop frameworks that considered landfilling, composting and recycling of MSW.

To know the composition of the municipal solid waste in Oman, a quantitative research method was employed. The greenhouse gas (GHG) emissions from MSWM in this study focus on three major gases, CO₂, CH₄ and N₂O. The Intergovernmental Panel on Climate Change (IPCC) 2006 model is used to calculate GHG emissions from landfills and composting (IPCC, 2006). Four frameworks – baseline F0, framework F1, framework F2 and framework F3 – are outlined in this paper. The F0 represents the current situation of the MSW in which most of the waste goes to landfills and dumpsites. In F1, improved MSW collection service and landfilling are incorporated and open burning is restricted. The F2 considered landfilling and composting, while F3 is based on landfilling, composting and recycling.

The framework F2, which proposes the composting process for the organic waste which normally goes to landfills, results in the reduction of emissions by 40% as compared to landfill practice. Similarly, the samples of MSW collected in Oman show a good amount of recycling waste. The framework F3, which considers the landfill, composting and recycling, reduced the total GHG emissions from 2,181,034 tons/year to 1,427,998 tons/year (carbon dioxide equivalent), representing a total reduction of 35% in emissions.

Different values such as CH₄ correction factor, the fraction of degradable organic carbon and the fraction of DOC used to determine the GHG emissions from MSW considering landfilling, composting and recycling based on the IPPC model and existing literature review. The actual determination of these values based on the Oman conditions may result in more accurate emissions from MSW in Oman.

Different frameworks suggested in this research have different practical implications; however, the final framework F3, which produces fewer emissions, required a material recovery facility to recycle the MSW in Oman. For framework F3, it is important that the residents in Oman have enough knowledge and willingness to do the waste segregation at the household level. Apparently, such knowledge and willingness need to be determined through a separate study.

The frameworks F2 and F3 are considered to be more suitable solutions compared to the current practices for Oman and other gulf countries to reduce its per capita emissions from MSW and protect its local environment. There is a potential for further work that needs to explore the possible solutions to implement the suggested frameworks.

This paper reviews the potential uses of sanitary landfill biogas, and the possibility of harnessing biogas from the Bellville South Municipal Landfill (within the City of Cape Town, South Africa), as primary energy. This paper will focus on a specific landfill site as a case study. The theoretical research involves investigating aspects on the gas extraction and application possibilities for the site. Thereafter, two industrial gas usage scenarios located within the study area are examined in order to quantify the potential energy production and carbon emissions benefits. The gross energy production from the landfill’s biogas is estimated to be 520 × 10⁶ MJ annually, whilst 262 × 10⁶ and 527 ×10⁹ litres of carbon savings for two different industrial applications are theoretically achievable. On the basis of this analysis, conclusions are drawn regarding the potential for harnessing of the gas in relation to the case study and elsewhere.

The purpose of this paper is to compare various landfill gas (LFG) and leachate treatment technologies in a life‐cycle perspective.

Since a landfill causes emissions for a very long‐time period, life‐cycle‐based environmental assessment was carried out to compare different technological options for sustainable leachate treatment and LFG collection and utilization. WAMPS, the life‐cycle assessment (LCA) model for waste management planning, was used for the environmental assessment of selected leachate and LFG treatment technologies.

Results of both direct measurements in the studied landfills and LCA support the fact that leachate treatment with reverse osmosis has the best environmental performance compared to aerobic‐activated sludge treatment. Recently, the collection efficiency of LFG in the studied landfills is relatively low. In order to improve the overall environmental performance of LFG management the gas collection rate should be improved. LFG utilisation for energy recovery is an essential part of the system. The results of the study show that the avoided impacts of energy recovery can be even greater than direct impacts of greenhouse gas emissions from landfills. Therefore, measures which combine LFG collection with energy generation should be preferred to treatment in flare.

It should be noted that the results of this study do not express the total environmental impacts of the entire landfill system, but only the eutrophicating impacts and global warming related to the studied leachate and LFG management options. Therefore, it is recommended that further LCAs investigate also other relevant impact categories.

The results of LCA modelling show that it is important to ensure the highest collection and treatment efficiency of leachate and LFG, since poor capture compromises the overall environmental performance of a landfill.

The paper provides a site‐specific data on sustainable leachate and LFG management in selected Estonian conventional municipal solid waste landfills. As such, the paper contributes to the development of the regional reference input data for LCA in waste management.

The most common form of municipal waste disposal in the EU continues to be landfilling, from which leachate could seriously contaminate ground water aquifers that serve as drinking water sources. Constructed wetland is considered as a sustainable option as it facilitates water recycling in landfill sites using closed loop technology. In Slovenia constructed wetlands have been successfully developed and there are already 6 landfills that have been remediated using this technique. An innovative co‐natural approach that has been applied on the landfill site at Ormoz (1.5ha), allows a landfill site to become a bioreactor by permitting controlled infiltration. Leachate is purified using a constructed wetland covering 1,000m². The average hydraulic load is 12m³/d. Purified water will then be recycled through an underground irrigation system to fast growing trees. We assume that this solution will allow rapid stabilisation of the landfill site as the infiltrated water in the landfill site stimulates microbes to mineralise organic waste. There is no risk of leaks as the root systems of trees follow the non‐uniform settling of waste. Owing to the closed hydrological and pollution cycle, the impact on the environment and especially the risk of water contamination will be reduced.

Unfortunately in India, most landfills are located along the banks of rivers flowing through the cities. The interaction of two big, diverse and delicate ecological systems – rivers and landfills – has been investigated in this paper. During 2000, the estimated quantity of waste generation was more than 9,000 tons per day. This is one of the biggest sources of environmental degradation in Delhi, India's capital. It contributes to river pollution in a significant way through landfill leachate and runoff, especially during the rainy season. Since the 1950s over 12 large landfills have been packed with all sorts of non‐biodegradable and toxic wastes from Delhi. The area covered by landfills is at least 1 percent (14.83 sq.km) of Delhi's total area. All the landfill sites except Tilak Nagar, Hastal and Chattarpur are located close (0‐6 km) to the river Yamuna. Further, these landfills are not engineered sanitary landfills and the waste is dumped at open sites without proper compaction. A high mountain of waste can be seen at all landfill sites without a cover. The leachate produced by landfills finally percolates to the porous ground surface at the landfills or finds its way to nearby drains. A large portion of landfill leachate and runoff produced by these landfill sites finally reaches the Yamuna through ground water flow or surface water flow through the drains. The results of analysis by investigations and environmental mapping during the study clearly indicate that river water quality is affected by the presence of landfill locations, i.e. landfill leachate and landfill surface runoff.

The purpose of this paper is to interrogate the fate of landfills as waste disposal option in Accra. This becomes imperative since for a long time, efficient disposal of waste remains a neglected issue and potential source environmental hazard.

The study adopted content analysis of literature, in-depth interview schedules with key stakeholders and direct field observations.

Landfills in Accra are in a state of ambivalence due to mismanagement. Improper designing and siting of dumpsites, often in close proximity to water sources and human settlements have created aesthetic and odour nuisances and increase health risks, attracting the wrath, disaffection and distrust of residents.

The study provides an insight into broader issues of landfills and demonstrates Accra's vulnerability to health hazard due to improper waste disposal, which becomes apparent with the least downpour and the subsequent flooding which exposes most drains as de facto receptacles for waste.

From all indications, Accra appears to be on the brink of a landfill void. Though this issue has been an open secret since 2000, it remains unattended to till date and calls for an immediate, well-planned and concerted attention.

This paper adopts qualitative research techniques to delve into a subject matter whose implication has citywide consequences. The method allows for in-depth assessment of the intent and commitment of all key stakeholders, which brings to the fore that landfills will no longer be the cheapest or simplest waste disposal option.

The purpose of this paper is to investigate changes in the environmental state of Pääsküla landfill in the post‐closedown period, especially changes in the soil and groundwater quality, composition of leachate water and air quality, and to analyse the effects of the works carried out and the measures implemented during the closing down of the Pääsküla landfill on the surrounding environment.

The study is based on the official environmental monitoring reports (EERC 2005‐2009) combined with the practical work experience and observations of the author on the landfill.

The study reveals that the most evident changes, which have taken place in the environmental state in the Pääsküla landfill were those in the quality of surface water. Remarkable improvement of the water quality of the Pääsküla River was detected after installation of the vinyl pile wall around the landfill body. After capping of the landfill, a drop in the content of methane in landfill gas was detected, as well as a decrease of the total gas production in the landfill.

The conclusions justify the efforts made in the course of closing down works of the Pääsküla landfill and the chosen technical solutions. It is necessary to continue the environmental monitoring of the landfill leachate water, ground water and surface water as well as monitoring of air quality and subsidences on the landfill.

The paper provides a detailed overview of the post‐closedown environmental monitoring and maintenance activities in the landfill as well as progress in the state of environment regarding the measures taken in order to decrease the negative environmental impact of the landfill. The experience of closing down the landfill can be used for similar projects, especially the impacts of capping the landfill on the methane production and installation of the protection wall and leachate collection drainage around the landfill on the suface water.