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Management of Commercially Generated Radioactive Waste - U.S. ...

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1.9 20<br />

Page 3.1.106. par. 3: What will the rooms, shafts, and tunnels be backfilled<br />

with? They can potentially serve as ready avenues for ground-water<br />

mineral names and incorrect formulae, as well as some errors <strong>of</strong> fact and<br />

Interpretation in these sections. Rather than detail these deficiencies<br />

here, we suggest that the authors <strong>of</strong> these sections set up a consultant<br />

Page 3.1.114, par. 5: There can be potential problems from placing low-level<br />

wastes next to high-level wastes if the low-level waste has significant organic<br />

constituents or other chemical incompatibilities.<br />

group from universities and the USGS to review the concept and go over<br />

these sections thoroughly for accuracy and completeness.<br />

concept is technically<br />

Although<br />

immature,<br />

the<br />

the presentation in the EIS should make<br />

use <strong>of</strong> available expertise.<br />

Page<br />

Page 3.1.123,<br />

3.1.123,<br />

par.<br />

par. 1: It<br />

iredPage<br />

does not seem credible for water inflow through<br />

shale to be ten times that through granite; granite is not necessarily less<br />

permeable than shale as table 3.3.1 (p. 3.3.7) points out.<br />

Page<br />

(1xlO-<br />

3.1.149 table .1.35: What is the source <strong>of</strong> the listed leach rate<br />

3.3.3, par. 2: It should be<br />

backfilling-sealing<br />

reemphasized here that satisfactory<br />

techniques have not yet been developed and proven.<br />

Page 3.3.7, par. 1, lines 3-4: In terms <strong>of</strong> fluid and solute migrate,<br />

fracture porosity might be the most important in many host rocks including<br />

basalt, granite and shale. Although there may be very few fractures, their<br />

4 gm/cr 2 /day) for intermediate-level and low-level wastes? What<br />

waste form(s) is (are) Involved?<br />

permeability can be several orders <strong>of</strong> magnitude greater than that <strong>of</strong> the<br />

pores.<br />

pores.<br />

Page 3.1.225, par. 4: See our comnents on the same subject for page 1.6<br />

(par. 1).<br />

Page 3.1.238, par. 5, line 4: Delete "core" after "require."<br />

Page 3.3.7, par. 2, lines 7-8: Although fractures may be only a few meters<br />

long, they are <strong>of</strong>ten interconnected with others making a continuous flow<br />

network; therefore, the statement in the report is misleading.<br />

Page 3.1.238, par. 6: satisfactoryPage 3.3.7, last par., lines 6-7: This sentence appears misleading or<br />

Page 3.1.238 par. 6: It should also be pointed out here that satisfactory erroneous; oil companies have tested many wells below depths <strong>of</strong> 500 m for<br />

shaft and tunnel sealing techniques have not yet been developed, permeability. If the reference is only to crystalline rocks, that should<br />

Page 3.1.239, par. 2, end: Add the sentence "However, such in situ tests<br />

have not yet been fully developed or proven."<br />

be made clear.<br />

Page 3.3.8: It should be pointed out here that permeability measurements )<br />

Page 3.1.240, par. 3, last line: Insert and sorptive properties" after for one well in a sparsely fractured medium have little transfer value to<br />

"inter-crystalline fluids." the surrounding bulk medium. Measurements on many wells drilled at different<br />

angles are needed (which might compromise the site) or some new nonpenetrating<br />

Page 3.1.241, par. 3, line 4: Insert sentence "By necessity, some foreign mthod is needed (not yet developed).<br />

material such as cement or benetonite will be added to the backfill to make Page 3.3.29: The quantity "(1,000 ft.)" should read "(11,000 ft.)".<br />

it more compact and less permeable" after "possible."<br />

Page<br />

Page<br />

3.1.243, par. 2: It It should be pointedPage pointed out here that sorptlon phenomena<br />

(or "Kds") are not yet well understood and characterized. Considerable fundamental<br />

and field research is needed in these areas for both near- and far-field<br />

is entitled, 3.3.37: "The Reference deformability 23 appears <strong>of</strong> to joints." be incorrect. It is on R.- pages E. Goodman's 174 through article<br />

p a e s t h r o u h 1196 9 6<br />

AS Special Publication 477, published i 1 970.<br />

A p e c u b l 4<br />

, published in 1970.<br />

analyses and modeling. Pages 3.4.4 and 3.4.12: Probable ground-water migration and circulation<br />

Pae sentence 31243 3patterns ar 5<br />

Page 3.1.243, par. sentence<br />

Presidential<br />

3: It s approaching<br />

policy<br />

late<br />

statement<br />

CY 197<br />

has not yet been made.<br />

and the<br />

associated with the rock-melting alternative need further consideration<br />

and discussion, preferable in conjunction with effects <strong>of</strong> thermal cracking.<br />

Page 3.2.1-3.2.23: Section<br />

Page<br />

3.2,<br />

3.2.1Page<br />

Geologic Emplacement Following Chemical<br />

Resynthesis, and the relevant appendix P represent, on the whole, original<br />

and innovative work on this promising concept. However, mineralogists and<br />

3.5.16, par. 3: The reference to measurements in deep artesian wells<br />

seems inconsistent with the concept <strong>of</strong> a floating freshwater-e'n-s,-because<br />

conditions in a confined or artesian aquifer might not necessarily reflect<br />

the freshwater/saltwater ratio. Influences other than differences in density<br />

geochemists <strong>of</strong> the U.S. Geological Survey noted numerous misspellings <strong>of</strong> can be effective in confined aquifers.

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