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NUREG-1537, Part 2 - NRC

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CHAPTER 3<br />

Surveillance to verify design functions of associated systems, including<br />

applicable instrumentation and controls, should be specified in the technical<br />

specifications, and other appropriate SAR chapters should be referenced<br />

for details. For example, if a seismically induced scram is a required<br />

instrumentation and control protective system, the applicant should<br />

propose and justify surveillance of this reactor trip function.<br />

Review Procedures<br />

The reviewer should examine the site description and historical data to ensure that<br />

appropriate seismic inputs have been considered in the analysis of the structures,<br />

systems, and components discussed in the SAR. For any structure, system, or<br />

component damaged, the SAR should contain analyses that show the extent to<br />

which potential seismic damage impairs the safety function of the structure,<br />

system, or component. The evaluation of seismic damage should be coordinated<br />

with the Chapter 13 accident analyses of seismic events or should be shown to be<br />

bounded by other accidents considered in Chapter 13.<br />

Acceptable analysis criteria are established in the section on geology and<br />

seismology in American National Standards Institute/American Nuclear Society<br />

(ANSIANS) 15.7.<br />

With regard to seismic design, Section 3.2(2) of ANSI/ANS 15.7 states,<br />

'(R)eactor safety related structures and systems shall be seismically designed<br />

such that any seismic event cannot cause an accident which will lead to dose<br />

commitments in excess of those specified in 3. L' "Any seismic event' should be<br />

the maximum historical intensity earthquake in accordance with the guidance on<br />

the design-basis earthquake in Section 3.1.2.1 of International Atomic Energy<br />

Agency document IAEA-TECDOC403. This LAEA document gives additional<br />

guidance and references IAEA-TECDOC-348, which contains guidance on the<br />

seismic design of structures, systems, and components.<br />

With regard to the allowed dose commitments for seismic events specified in<br />

Section 3.1 of ANSI/ANS 15.7, the terms 'site boundary," "rural zone," and<br />

"urban boundary' are used. For most <strong>NRC</strong>-licensed non-power reactors, "rural<br />

zone' should not be used and 'urban boundary' should be assumed to begin at the<br />

'site boundary." However, given applicable site characteristics and emergency<br />

preparedness requirements, the criteria as specified in Section 3.1 of ANSI/<br />

ANS 15.7 could be used.<br />

The above guidance is applicable to research reactors licensed by <strong>NRC</strong>. For test<br />

reactors the requirements of 10 CFR <strong>Part</strong> 100 must be applied. The guidance and<br />

criteria of 10 CFR <strong>Part</strong> 100 are complete and are adequate for assessing test<br />

reactors.<br />

<strong>NUREG</strong>-<strong>1537</strong>,1'ART2 3.6 REV. 0.2/96<br />

<strong>NUREG</strong>-<strong>1537</strong>,PART2 3-6 REV. O. 2/96<br />

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