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Analysis - The Institute for Southern Studies

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4B.3 Land Disposal Restriction Cost (<strong>for</strong> dewatering treatment of CCR)<br />

This element consists of two components:<br />

Dry CCR disposal (landfills): Moisture conditioning and compaction to 95% maximum dry density value according to ASTM D 698 or<br />

ASTM D 1557 test methods prior to disposal in landfills.<br />

Wet CCR disposal (impoundments): Dewatering to remove solids prior to disposal in impoundments within 5-years of rule’s effective date.<br />

<strong>The</strong> potential cost <strong>for</strong> this treatment standard is estimated below.<br />

However, only the potential cost <strong>for</strong> the wet CCR disposal dewatering treatment standard is estimated in this section of the RIA because the<br />

potential cost <strong>for</strong> meeting the dry CCR moisture conditioning and compaction requirements are already estimated in item 4 of the “engineering<br />

controls” in this chapter above:<br />

Examples of CCR Dewatering Methods<br />

Based on the following recent (1997-2009) example descriptions of dry CCR disposal practices at existing or planned coal-fired electric utility<br />

plants, dry CCR disposal may involve different methods <strong>for</strong> any given plant:<br />

1. Tanks & chain drag: As described in March 2009 by the Basin Electric Power Cooperative. 84 Bottom ash will be dewatered in tanks<br />

and the water will be re-circulated to transport additional bottom ash. Bottom ash will be removed using a chain drag. <strong>The</strong> ash will<br />

then be hauled by truck to a lined landfill offsite. <strong>The</strong> fly ash will be conveyed in a dry state. Both ashes will be disposed in a landfill<br />

close to the plant site.<br />

2. Pressure squeeze conveyor: Another tank-based example apparently similar to the Basin Cooperative method is reported <strong>for</strong> dry<br />

disposal conversion by the coal mining industry, involving the Phoenix Process Equipment company supplier of alternative slurry<br />

processing equipment. This second example involves a thickening tank, porous conveyor belt and pressure to squeeze water out of the<br />

coal washings, producing a semi-solid, 75% dewatered cake which is scraped off the conveyor belt and stacked like a pile of sand. <strong>The</strong><br />

cost <strong>for</strong> this process is reported at $0.50 per ton of coal waste processed. 85<br />

3. Horizontal belt filters: According to a May 2009 technical paper 86 , dewatering gypsum using horizontal belt filters is common in the<br />

electric utility industry, and a new modified horizontal belt filter method involving two feedboxes allows fly ash and FGD (gypsum) to<br />

be dewatered simultaneously.<br />

4. Storage silos & rail system: As described June 2009 87 <strong>for</strong> a $10 million conversion project located at Detroit Edison’s Monroe<br />

Michigan Power Plant -- a four boiler unit, 3,200-megawatt power station originally constructed in 1974. Installation of equipment to<br />

collect the coal ash in a dry state, plus dry ash storage facilities (storage silos), and truck/rail loading equipment <strong>for</strong> distribution of the<br />

dry ash to concrete producers in the Midwest United States and Eastern Canada.<br />

84 Source: March 2009 Basin Electric Power Cooperative examples at http://www.basinelectric.com/News_Center/Feature_Articles/Coal_ash_handling.html<br />

85 Source: Dave Cooper, “Better, Safer Ways to Handle Coal Slurry Do Exist”, page 14 of the Nov 2001 “E”-Notes Newsletter of the Ohio Valley Environmental Coalition<br />

at http://www.ohvec.org/newsletters/enotes_97-01_pdf/enotes_2001_11.pdf<br />

86 Source: May 2009 horizontal belt filter technical paper by Alex Hohne at http://www.flyash.info/2009/036-hohne2009.pdf<br />

87 Source: June 2009 Detroit Edison Monroe Power Plant example at http://www.headwaters.com/data/upimages/press/6.30.09MonroeAshRelease.pdf<br />

83

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