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EIS-0113_Section_11 - Hanford Site

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217 217<br />

Jolene Unaoeld<br />

Page Z<br />

Jolene Unaoeld Page 3<br />

Q<br />

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The top priority for the State and for USDOE should be the research,<br />

development of tecOlugy M antl Clean np of Chore seetea Which puce the greatest risk<br />

3.3.5.3 b S health and ..fa,.. This idcludea the eivgle shell task vaetee, the pre-1970<br />

urled buepeec TRV-chemlcal-covxamlced m solid Wastes, mad the transuranic and<br />

ebemirelly contaminated soil sites. Characterization of the wastes antl sizes must<br />

be a very high priority With a tine schedule for back the completion of major<br />

portlona of this charatberization pecessa and availability of results.<br />

3.5.1.57<br />

I as concerned that a subtle emphasis exists in the Draft <strong>EIS</strong> in Appendix H<br />

and Appendix 3 which may have the effect of discouraging adequateresearch and<br />

...Iysle of alternative z very procedures for single-shall task wanted for<br />

geologic disposal and of sn overly optimistic evaluation of the see of engineered<br />

barriers for in-place stabilization of these high-level radioactive wastes. I<br />

Support the view expressed by the Nuclear Waste Board:<br />

In-Place Stab131zatdon of 81,1,Shall Task Waste. OVersmphaaixes the<br />

Role of the Tanks. IC is apparent that more emphasis Sa placed o<br />

pmrectla¢ of the single-shell tanks than on their contents. This Is In<br />

sharp contrast With the premise In the multiple barrier concept of the SHPA<br />

that While container. should be an 'good as passible, the geologic -<br />

su .-dings provide the basic isolation, and that container integrity most<br />

3 ..4. 137<br />

be assumed compromised or lost after some conservative period. It-1. not<br />

explained 1. the D<strong>EIS</strong> Why MW requiring deep burial in a favorable host rock<br />

In a ... he. differ... from HLW I. same 30 an 60 single-she<strong>11</strong> took. wiihi.<br />

100 feet or less of the surface. Bar is than. d.,.a. documentation of the<br />

ability of the -grant- to Immobilize radionuclides, or to provide structural<br />

stability to protect against cover subsidence into near geologic time.<br />

These isese, should be addressed in the Final <strong>EIS</strong>.<br />

3.1.4.5 ..'<br />

3.3.2.5<br />

Th. D<strong>EIS</strong> (Appendix ' -) As Inadequately. Documented 2 1X Referee . Citedt<br />

It is Unduly Optimistic RegaminR Perfor manse 2 2 Engineered Earxierr. The<br />

Eoard's tractor petfo d a ..,.ugn cbeck of [he technical refe[eaces in<br />

Appendix 'V' antl found more than 20 cases where the reference either did nor<br />

support the conclusion drawn or Was misapplied. In all examples the affect<br />

Was to make the engineered barrier appear more effective or more highly<br />

developed than the reference says, or to drop qualifiers In the text. Also<br />

we very concerned that Appendix "M" does not consider the eatev.ive,<br />

multie aryead design nd field ceselvg program of USDOE's Los Alamos national<br />

Laboratory, Which We feel presents a. more accurate and conservative Pieter.<br />

of star.-of-the-art in engineered barrier development.. Data developed in<br />

Appendix "H- have bee. applied be calculaci... of barrier pe[focmence, I.<br />

other appendices. With the result that apparent acompounded and<br />

the eabdmate. of ability be ..At EPA release standards ar e[iouely in<br />

queetlom concept Raul ... red barriers are central to the stabilization in-place<br />

so that a thorough revision, review and evaluation is required<br />

before a Final RIS Sr Se gued. -<br />

tattle.. E ni ring 1q 1 Proposed (^P dlx "a-r Ia Retawar<br />

Waste Sa. [ha Sinale Shall looks, Creating a Probable nine Against ins[ Canons,<br />

nd Trmtme [ for. CA.....c Dlao _ ,Tsal. geRinning With a s<br />

that no<br />

adds i 1 r ca. be I.tradeced in the tank. [ .1 . very, a<br />

com p lex, expensive, hazardous and inefficient mechanical design is<br />

presented. We believe that on systems basis it 1s immaterial if small<br />

amounts of water employed,gas long as significant leak potential is<br />

.aced. We .III provide ivformacio. regarding a recovery option based an<br />

[dally available equipment fen USDOR ....idezetlaa. The Final 8Ig<br />

should include a thorough analysis of ocher xscovary options. Realizing<br />

that Surfer¢ treatment, not recovery, is the .slot cost in implementimg<br />

geologic disposal, we propose to work with USOOE to develop an. alternative<br />

91 ... hear based oe proven techn.logy: no caste cad risk. of Asia can be<br />

ompared to the r t.biliz.tl.. In place alternative end a v .scram.¢[ made<br />

of the preferre dcourse of atria.. AS written, the D<strong>EIS</strong> leads [ender. to<br />

the conclusion that the recovery of single-shall task wastes for geologic<br />

disposal of their MW fractions Le not a recanniabl. .,Cie..<br />

The D<strong>EIS</strong> Does Hot Address the Important issue of Postclosure Monitoring<br />

of a Deep Geologic Repository Within a Heat-Surface Contaminated<br />

n^iro...b. While a.m. residual no after abandonment Of the<br />

.<strong>Hanford</strong> cite is inevitable, the overall waste scheme must<br />

conalist the monitoring problem as long as Bombard [amain. a repository<br />

candidate. Alternatives for disposal ah."d be evaluated for impacts on the<br />

monitoring capability after cl ... to. To a .mplleh thin there should be a<br />

overall description of the monitoring capabilities in a appendix of the<br />

Final HIS. The description should locate all contaminated areas, including<br />

MU sites and area. accidentally Contaminated.<br />

In my view insufficient research to date has been completed to determine arty<br />

preferred choice for pan ..... C disposal of the ..area from the aingle-shell tanks.<br />

At this stage I am unwilling to slight research of any alternatives. It is my<br />

Position that we do not have enough data to make any reasonable choice — Period.<br />

Alcb..gh coat mesh of .outs. be a rte iderntiou, pmcection of the environmenq<br />

health and safety of future generations clearly Is paramount<br />

Three pc,L970 transuranic-contamited a waste bur tearful s hoe ire latated once<br />

near the Columbia River and to Richland, in an area subject to flooding (the 300<br />

Area). in the reference alternative and the geologic alternative, these wastes are<br />

to be removed. The Final RIG should describe the criteria used to determine then<br />

thane V at.. at. be 0 ved .nd should clearly identify other sites -nice may<br />

fit the criteriafor removal of wastes similar to the criteria used to removeu<br />

the...<br />

BRUCE is to be commended for Its attempt co involve the public In the<br />

comment process on this Draft <strong>EIS</strong>. Because Me issue Is eo complex, Few people<br />

have Coe ability or time adequately to comment on the technical issues. Io<br />

addition to the standard c...O.0 proceae^ additional public I.V-1Vemenr should be<br />

undertaken before a Final SIR is issued and any record of decision is completed.<br />

The .moat important technical issues Ahead be identified and made the subject of<br />

public for a in which technical professionals with differentviewpoints or holding<br />

differassumptions could engage in dialogue and debate. a forum would<br />

all.. . here of the public to better understand and comma .. Ghana Ina.....<br />

I concur With the Forum Report in Finding: number Five under General C ... seem<br />

and Recommendations that "Informal self regulation by ME is Out ad q ate:<br />

However, I depart from the Forum's statement than RAISE 'should be committed to<br />

substantial compliance with EPA or Rd[e lazarddu¢ waste disposal a aneards and<br />

otherpollution conc of laws." To me it is not sufficient Pat USDOE CO claim<br />

exemption Irest those and other rgg ulatlom andit i o f sufficientfor them to<br />

commit to -substantlar . compliance as interpreted and monitored by USDOE.<br />

3.1.4.5<br />

2.1.7<br />

3.1.4.30<br />

3.1.3.13<br />

2.3.2.8<br />

2.4.1.1<br />

. •`VNEI 3 1986 63f;.<br />

A3.0 1986

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