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Analysis - The Institute for Southern Studies

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one disposal unit and more than one reported date <strong>for</strong> initial year of operation, the years were averaged. For example,<br />

if a facility had three disposal units (2 landfills and 1 impoundment) with installation dates of 1970, 1980, and 1990,<br />

this RIA assumed the installation date of all the units was 1980. This assumption simplified the cost calculations on a<br />

per facility basis instead of a per disposal unit basis. If no disposal unit installation data were available, the installation<br />

year is assumed to be equal to the earliest boiler installation year reported in either the 2007 EIA 860 database <strong>for</strong> that<br />

plant or 1998 EIA 767 database, whichever was older. If no disposal unit or boiler installation year data were<br />

available, an installation year of 1980 was assumed. If the 1995 EPRI Comanagement Survey provided a <strong>for</strong>ecasted<br />

closure year <strong>for</strong> a unit, new unit installation is assumed to occur in that year. Otherwise, if no closure <strong>for</strong>ecast year is<br />

provided, closure is assumed to occur 40 years after the year of installation (assumed average lifespan <strong>for</strong> CCR landfills<br />

and impoundments).<br />

New unit construction: <strong>The</strong> timing of when baseline state regulatory requirements <strong>for</strong> newly constructed units begin to be incurred depends<br />

on the installation and closure date <strong>for</strong> the existing disposal units. Baseline state regulatory cost requirements are<br />

incurred at the closure date of the disposal unit when new unit construction occurs. For example, if a plant’s disposal<br />

unit is assumed in this RIA to close in 2019; new unit construction costs required under state regulations are incurred<br />

over its assumed 40-year future lifespan beginning in 2020.<br />

New landfills: <strong>The</strong> most economic of three landfill options – (1) combination landfill with 50% of waste below<br />

ground and 50% above ground, (2) pile landfill with 5 % of waste below ground and 95% above ground, or (3)<br />

offsite landfill -- is determined within the cost model. <strong>The</strong> cost <strong>for</strong> the most economical approach is assigned to<br />

that plant unless available data specify otherwise. <strong>The</strong> choice is dependent upon on estimated engineering<br />

control costs and annual CCR disposal tonnage.<br />

New impoundments: If currently used as a disposal unit, this RIA assumes a landfill will be constructed as the<br />

future new disposal unit as impoundments reach end of lifespan, because the model calculates that new landfills<br />

are more economical to construct <strong>for</strong> two cost reasons: (a) if no pre-existing land depressions <strong>for</strong> use as a new<br />

impoundment, the cost <strong>for</strong> a larger excavation <strong>for</strong> a new impoundment rather than a smaller excavation <strong>for</strong> a<br />

landfill is necessary, and (b) the primary determinant of many of the cost <strong>for</strong> engineering controls is the footprint<br />

of the disposal unit such that the same set of engineering controls <strong>for</strong> a new impoundment would be more<br />

expensive than <strong>for</strong> a new landfill. However, the cost model does not estimate the associated capital and annual<br />

O&M costs <strong>for</strong> future conversion of existing wet ash and wet scrubber boilers and conversion of wet CCR<br />

conveyance equipment used <strong>for</strong> moving CCR to disposal units. <strong>The</strong>se conversion costs are estimated separately<br />

outside of the cost model in this RIA.<br />

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