ML20023A820
| ML20023A820 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 10/18/1982 |
| From: | Wilcove M NRC OFFICE OF THE EXECUTIVE LEGAL DIRECTOR (OELD) |
| To: | Bechhoefer C, Cowan F, Harbour J Atomic Safety and Licensing Board Panel |
| References | |
| ISSUANCES-OL, ISSUANCES-OM, NUDOCS 8210200051 | |
| Download: ML20023A820 (6) | |
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,c oyjeg UNITED STATES.
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NUCLEAR REGULATORY COMMISSION o
WASHINGTON, D. C. 20555
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October 18, 1982 Charles Bechhoefer, Esq.
Dr. Frederick P. Cowan Administrative Judge Administrative Judge Atomic Safety and Licensing Board 6152 N. Verde Trail U.S. Nuclear Regulatory Commission Apt. B-125 Washington, D.C.
20555 Boca Raton, Florida 33433 J_
Dr. Jerry Harbour Administrative Judge Atomic Safety and Licensing Board U.S. Nuclear Regulatory Commission Washington, D.C.
20555 In the Matter of CONSUMERS POWER COMPANY (Midland Plant, Units 1 and 2)
Docket Nos.- 50-329 OM & OL and 50-330 OM & OL
Dear Administrative Judces:
With respect to the issues to be covered at the hearings to be held from October 27 to November 5,1982, the Staff intends to sponsor the following sections of the Midland Safety Evaluation Report (SER) and the second supplement (SSER #2) as its testimony. Also attached is an errata sheet for the SER and SSER #2. Supplemental testimony with respect to issues to be addressed during the second week of hearings will be filed on October 22, 1982.
UNDERGROUND PIPING SER Sections 1.2.10 3.9.3.1 (fifth, sixth and seventh paragraphs and last 2 sentences in second paragraph, as corrected by errata sheet)
SSER #2 Sections 1.7 (first paragraph and subsections titled "SER Section 2.5.2, Seismology", "SER Section 2.5.4., Stability of Subsurface Materials and Slopes" "SER Section 3.9.3. ASME Code Class 1, 2 and 3 Components, Component Supports, and Core-Support Structures 1.8 (second 6 3.9.3.1.6) paragraph and last line of section, referencing SSER #2 DE(IGNATEDORIGINAL
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1.12 Table 1.1 (p. 1-5, last line) 2.5.4.4.5 2.5.4.6.2 2.5.4.7 2.5.4.8
.3.9.3.1 I
9.2.1 2-3.12 16 (items 23 and 24)
Table 2.8 (p. 2-53)
Table 3.1 (p. 3-33)
Figure 2.11 (p. 2-37) f BEARING CAPACITY SSER #2 Sections 2.5.4.4.2 2.5.4.5.1 SERVICE WATER PUMP STRUCTURE SER Sections 1.12.7 3.8.3 3.8.4 SSER #2 Sections 1.7 (Sections titled "SER Section 2.5.4., Stability of Subsurface Materials and slopes), "SER Section 3.8.3 and 3.8.4, "Other Seismic Category I Structures and Foundations",)
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2.5.4.4.1 (last paragraph, p. 2-23, first four paragraphs p. 2-24)
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2.5.4.5.2 (Section titled " Service Water Pump Structure")
2.5.4.5.3 2.5.4.6.1.1 (Section titled " Service Water Pump Structure" pp. 2-45 and 2-46) 2.5.4.6.1.2 (Section titled " Acceptance Criteria for SWPS", pp. 2-50 to 2-51) 2.5.4.6.3 2.5.4.7 3
2.5.4.8 3.8.3 3.8.3.2 3.8.3.5 3.8.3.6 3.8.3.7 Appendix I (pp. 1-4 to I-6) 16 (first paragraph and item 22, to the extent it references 2.5.4.7)
Figure 2.9 (pp. 2-27 to 2-30)
Figure 2.13 (p. 2-47)
Table 1.1 (portion which references " Service Water Pump Structure and Adjacent Cooling Pond Retaining Wall")
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PERMANENT DEWATERING SER Sections 1.9(1) 1.12.4 2.4.6.1 2.4.6.2 2.4.6.3 2.4.6.4 SSER #2 Sections 2.4.6.2 2.4.6.3 2.4.6.4 2.5.4.4.4 2.5.4.5.5 Table 1.1 (to the extent it references SSER #2 92.4.6)
Sincerely, Michael N. Wilcove Counsel for NRC Staff cc:
Frank J. Kelley Steward H. Freeman Ms. Mary Sinclair Michael I. Miller, Esq.
Ronald G. Zamarin, Esq.
Alan S. Farnell, Esq.
James E. Brunner, Esq.
Ms. Barbara Stamiris James R. Kates Wendell H. Marshall Wayne Hearn Paul C. Rau Myron M. Cherry Peter Flynn T. J. Creswell Atomic Safety & Licensing Board Steve J. Gadler Atomic Safety & Licensing Appeal Panel Frederick C. Williams Docketing & Service Section Lee L. Bishop M Wba M
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..s Errata to SER and Supplement 2 SER Section Page Change 3.9.3.1 3-28 Change last sentence of second paragraph to read,
" Functional capability of the buried piping will be included in a later supplement."
SSER #2 Section Me, Change 1.7 1-2 In third sentence of paragraph addressing SER Section 2.5.4, change
" releases" to " values".
Table 2.3 2-13 In footnote (5) after the word " foundation", delete "to be constructed".
Table 2.4 2-15 For " Bedrock-black shale",
relocate "5000 " to the
" shear wave velocity" column.
3.9.3.1.1 3-33 In fourth and sixth sentences of second full paragraph, change "the 1982 data" to "the 1981 data".
3.9.3.1.3 3-38 In equation (5), change "0.40%" to "0.48%".
3.9.3.1.4 3-38 In second sentence of para-graph (1), change " Class 20" to " Class 2".
3.9.3.1.6 3-41 In paragraph (1) under Demor.stration Solution, change "Section 3.9.3.1.5" to "Section 3.9.3.1.3".
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.3.12.2 3-42.
In fourth sentence, after the word " settling", add
" process. The galvanic protection system is cur-rently installed and opera-i ting.
In the unlikely event that flaws have developed in the coating as a result od settling".
Appendix I I-il In title, change " Figure I.3" to " Figure I.1".
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