RAVENSWOOD 1X4 SERIES ZONE

Smith Presented by William L. However, even though the compressive strength of the fly ash is only 39 psi 2. Samples of this filtrate were collected for analysis. The ten elutriation fluids were produced by stirring a mixture of one part overburden material with four parts water. Bulk and dry density measurements were taken on 24 fixed sludge samples acquired by Baker during the Phase II study. The dominant cations were sodium, magnesium, and calcium. This information is summarized below in Figures 2 and 3. The crystal rosette formation typical in many phosphate gypsums was not observed in either the pilot plant or Plant Scholz FGD gypsum.

Further, there is still uncertainty as to what ultimate level of utility waste regulation will be recommended by EPA several years from now at the conclusion of its research on utility waste disposal at a number of study sites. An adequate number of samples of wastes and surrounding soils will also be obtained during this period. Very few coal combustion wastes would fail this criteria. The concentrations of these two cations in pore water squeezed from FGD waste, FGD waste column effluent, and groundwater influenced by fly ash burial are much below their sulfate-salt solubility limits Table 9 The concentrations are probably limited by the amounts of sodium and magnes- ium in soluble solid phases in the FGD waste or fly ash which, for reasons presented below, are much less than total amounts of these elements in the wastes. Teglhus Kragh, Theodore G. To meet the objectives, two methods of evaluation were utilized to assess the stacking characteristics of FGD gypsum. The range in initial void ratio and dry density were 0.

It is a direct result of the occurrence of non-combustible inorganic zpne in the coal. The accomplishments anticipated over the next 18 months i.

Characterization of waste materials using physical and engineering tests to assess the possibility of site reclamation. Wells Presented by Landon W. Therefore, the cost estimating procedure we implemented emulates the typical approach used by industry.

Conference proceedings, annual reports, and bibliographies are examples of miscellaneous reports. The concentrations of these two cations in pore water squeezed from FGD waste, FGD waste column effluent, and groundwater influenced by fly x14 burial are much below their sulfate-salt solubility limits Table 9 The concentrations are probably limited by the amounts of sodium and magnes- ium in soluble solid phases in the FGD waste or fly ash which, for reasons presented below, are much less than total amounts of seriess elements in the wastes.

A head of 25 feet 7. This over curing creates hard “boulders” of fixed sludge material which result in bridging and voids when they are spread in the lifts. Although the waters are in equilibrium with respect to gypsum, there is considerable variability in the concentrations of sulfate and calcium in the various solutions Figure 5.

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Generally, insufficient waste characterization data was available to determine how the wastes from most emerging technologies would be classified under RCRA. The utilities will be given every opportunity to fully understand the objectives and nature of the project and it is hoped that they will realize that through their cooperation realistic results can be achieved. These committees will review and comment on the project as it proceeds and serve as a mechanism for the exchange of ideas, concerns, and, where appropriate, data.

Anhydrite can exist, however, for long periods of time in a meta- stable state. Casing added to well since Phase I due to continued filling activities. In contrast to the other ions, the calcium concentrations at 50 pore volumes were typically 2 to 10 ravenswood greater than the influent concentrations for calcium.

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Young plant contains measurable concen- trations of numerous heavy metals, transition metals, and toxic non-metals such as arsenic. The pH from fly ash elutriation tests ranged as high as The test program demonstrated that stacking of saturated FGD gypsum from beneath the water surface of an undrained pond using a dragline is practical provided the gypsum is placed on a dry surface and sufficient time is allowed for water to drain from the cast material before piling the gypsum more than a meter high.

The recommended set of sites, preliminary test plans, and estimated costs will then be submitted to EPA for review and approval. Bottom ash to unlined and lined Interim ponds and then to the same landfill. zobe

After a few weeks of exposure, it is possible to break off pieces of the seried ash by hand and indent the surface, similar to the FGD waste that had been exposed for 16 months. Young plant, and ten waters obtained by elutriation of samples of five different types of overburden from the Center site with distilled-deionized water and groundwater from the Hagel lignite bed.

Type of Laboratory coal No. The effects of economies of scale on waste disposal costs. FGD waste disposal was initially intended for two ravenswoo positions within the mined area. In most other landscape positions, the majority of the precipitation is lost through either runoff or the process of rafenswood Moran et al.

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The planning of the gypsum stack and the process water return system included the following considerations: The site-specific costs were then integrated into the equations based on the idealized designs to adjust the mathematical cost models to include various regional and site-specific factors.

This paper presents “interim” findings of a continuing evaluation of the impacts on coal-fired electric generating facilities in the utility sector deriving from Proposed Rules issued by EPA for implementing Sections, and of RCRA Subtitle C 18 December and Proposed Guidelines under Section 6 February and Section 26 March In contrast to the FGD waste, the fly ash displays very little slaking, provided the compacted fly ash-water mass has had several days of curing previous to being subjected to precipitation or infiltrating groundwater.

These are HR Note that New England is one region where at-sea disposal of FGC wastes, if practiced in an envi- ronmentally sound manner, may be attractive. Combined fly and bottom ash to an unlined interim pond and then to the same landfill. By late Octoberat least three other sites are likely to be recommended.

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The fly ash also contains other constituents in significant concentrations that may cause degradation of groundwater quality.

Bulk and dry density measurements were taken on 24 fixed sludge samples acquired by Baker during the Phase II study. Where the sludge has been deposited only one truckload deep, numerous closed depressions between adjacent truckloads act as catchment basins and allow for ravsnswood accumulation of water during heavy precipitation.

Collectively, the backup sites provide the capability to measure effects if some of the candidates are found unsuitable. Since Junethe candidate and back-up sites have been subjected to further evaluation to arrive at the final 12 1s4.

Specifically, the data from Task II will be assessed in three categories: Details on these accomplishments are serues in the remainder of this section. On the basis of these evaluations, the final 12 sites will be selected. For compari- son, pore water from FGD waste used in leaching columns was also obtained by squeezing. While not specifically included for consideration in the original scope of work, the contractor, nevertheless, gave consideration to other related coal wastes e.