ML18018A476
| ML18018A476 | |
| Person / Time | |
|---|---|
| Site: | Harris  |
| Issue date: | 03/16/1983 |
| From: | Knighton G Office of Nuclear Reactor Regulation |
| To: | Utley E CAROLINA POWER & LIGHT CO. |
| References | |
| NUDOCS 8303310654 | |
| Download: ML18018A476 (11) | |
Text
DISTRIBUTION Mp R ] 6 ]983 Document Control 50-400/401 NRC PDR L PDR NSIC PRC System Docket Nos.:
50-400 and 50-401 Hr. E.
E. Utley Executive Vice President Carolina Power 8i Light Company Post Office Box 1551
- Raleigh, Nor'th Carolina 27602
Dear fir. Utley:
LBg3 Reading JLee NPKadambi
- Attorney, OELD
- Jordan, IE
OThompson LNHeller
Subject:
Geotechnical Engineering Site Visit and Audit of Shearon Harris Units 1 and 2
As part of the safety review for Shearon Harris,(members of the Geotechnical Engineering Section intends to visit the site and audit cer tain of>the,'documents.
related to their area of responsibility.
lte request you to make arrangements for such a visit based on the tentative agenda as shown in Attachment 1.
The description of the areas of audit is given in Attachment 2, which also indicates the documents that may be requested.
Additional documents may also be requested on the site visit.
Please identify your styff personnel and/or consultants who would be available for.the meetings with NRC staff.
Please contact Dr. Prasad Kadambi at (301)492-8423 if you have any questions.
Sincerely,
($4achments:
As stated George ll. Knighton. C)ief Licensing Branch No.
3 Division of Licensing cc:
See next page
'83033i0654 8303i6 PDR ADOCK 05000400 A
'See previous o
rence.
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/S3 OFFICIAL RECORD COPY USGPO: 19Sl~r980
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Docket Nos.:
50-400 and 50-401 Hr. E.
E. Utley Executive Vice President Carolina Power 8I Light Company Post Office Box 1551 Raleigh, North Carolina 27602
Dear Nr. Utley:
DISTRIBUTION Document Control 50-400/401 NRC PDR L PDR NSIC PRC System LB83 Reading JLee NPKadambi
- Attorney, OELD TNNovak ACRS (16)
Subject:
Geotechnical Engineering Site Visit an Audit of Shearon Harris Units 1 and 2
As part of the safety review for Shearon jl r ris, the,Geotechnical Engineering Branch intends to visit the site and au ft certain of the documents related to their area of responsibility.
We r quest you to make arrangements for such a visit based on the tentative genda as shown in Attachment 1.
The description of the areas of audit 'iven in Attachment 2, which also indicates the documents that may e requested.
Additional documents may also be requested on the site v) it.
Please identify your staff personnel and/or consultants who would 6 available for the meetings with NRC staff.
Please contact Dr. Prasad dambi at (301)492-8423 if you have any questions.
Sincerely, cc:
See ne t page George W. Knighton, Chief Licensing Branch I'fo. 3 Division of Licen's1ng OFFICEI SURNAME lR DATE lR DL:LBICI3g K,
NPKadambi/yt
'S7j(7BS'""""'L:LB83 GWKnighton 3/
/83
..)bj.',q LWHeller
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3/ig83
~ ~ ~ ~ ~ ~ ~ 0 ~ ~ ~ ~ 0 ~ 0 ~ ~ ~ ~ ~ 0 ~ ~ 0 NRC FORM 318 (10-80) NRCM 0240 OFFIC)AL RECORD COPY USGPO: 1981~9-990
Shearon Harris t
Mr. E.
E. Utley Executive Vice President Power Supply and Engineering and Construction Carolina Power 5 Light Company Post Office Box 1551
- Raleigh, North Carolina 27602 CC:
George f. Trowbridge, Esq.
- Shaw, Pittman, Potts 8
Trowbridge 1800 M Street, NW Washington, DC 20036 Richard E. Jones, Esq.
Associate General Counsel Carolina Power 5 Light Company 411 Fayetteville Street Mall
- Raleigh, North Carolina 27602 M. David Gordon, Esq.
Attorney Associate General State of North Carolina P ~. 0.
Box 629 Raleigh, North Carolina 27602 Thomas S. Encin, Esq.
115 W. Morgan Street
- Raleigh, North Carolina 27602 Mr. George tlaxwel1 Resident Inspector/ Harri s NPS c/o U.S. Nuclear Regulatory Commission Route 1,
Box 315B New Hill, North Carolina 27562 Charles
.D. Barham, Jr.,
Esq.
Vice President Il Senior Counsel Carolina Power 5 Light Company Post Office Box 1551
- Raleigh, North Carolina 27602 Mr. John Runkle, Executive'Coordinator Conservation Council of North Carolina 307 Granville Road Chapel Hill, North Carolina 27514 "lr."George Jackson Secretary Environmental Law Project School of Law, 064-A University of North Carolina Chapel Hill, North Carolina 27514 Dr. Phyllis Lotchin 108 Bridle Run Chapel Hill, North Carolina 27S14 Mr. Travis Payne, Esq.
723 W. Johnson Street P. 0.
Box 12643 Raleigh, North Carolina 27605
~ Mr. Daniel F.
- Read, President CHANGE P. 0.
Box 524 Chapel Hill, North Carolina 27S14 Ms. Patricia T.
Ne~man, Co-Coordinator Mr. Slater E.
Newman, Co-Coordinator Citizens Against Nuclear Power 2309 Weymouth Ct.
- Raleigh, North Carolina 27612 Richard D. Wilson, H.D.
725 Hunter Street Apex, North Carolina 27502 Regional Adminstrator - Region II U.
S.
Nuc1 ear Regul a tory Commi s s i on 101 Marietta Street Suite 3100 Atlanta, Georgia 30303
/
Mr. Wells Eddleman 718-A Iredell Street
- Durham, North Carolina 27705
Attachment 1
Proposed Agenda for Geotechnical Site Visit and Audit April 15, 1983:
8:30 am to 3:30 pm -
NRC staff site visit accompani,'ed by appropriate CPSL personnel and/or const'htants.
3:30 pm to 4:30 pm - Heeting to identify documents required for staff examination.
April 16, 1983:
Discussions between staff and CP8L personnel (consultants).
April 17, 1983:
Conclusion of discussions.
OFFICE/
SURNAMEII DATE II NRG FORM 318 (10-80) NRCM 0240
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~ 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 ~ J ~ ~
~ ~ ~ ~ ~ ~I~I~ 0 ~ 0 ~ ~ < ~ ~ ~ ~ ~ ~
OFFICIAL RECORD COPY USG PO: 19II1-335.960
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Attachment 2
Plant Name:
Shearon Harris Nuclear Power Plant I
Subject:
Proposed Geotechnical Engineering Site Visit Discussion Topics and Documents to be Viewed Prepared by:
Owen 0. Thompson,
- GES, SGEB The following areas will be audited by the geotechnical engineering staff and will be discussed during a proposed site visit.
The staff will be interested in an overall assessment of the various items but may also audit the details of specific documents (analyses, test results, etc),
as appropriate.
A.
tfain Plant Island 1.
Backfill around seismic Category I structures.
records of tests during construction to confirm that the in-place backfill complies with the design assumptions; results of interest include field density and moisture content, compaction curves, permeability, gr'adation, Atterberg limits, and stress-strain relationships obtained in laboratory tests.
2.
Random fill beneath seismic Category I pipes and conduits.
records of tests and inspections during construction; results of interest include those listed in item A.l, above, and field penetration tests performed in trench excavations during construction.
3.
Hain plant excavations.
I records of inspection and treatment of the exposed rock in the main plant foundations that verify the suitability of the rock for structural
- support, including photographs, geologic maps, reports of cleaning, slush grouting and dental concrete placement.
4.
Plant groundwater levels.
records of recent groundwater level monitoring around the plant p'lans for future monitoring field observation by the staff of piezometers and wells currently being used for monitoring, and maintenance of wells'.
5.
Lateral loads on below-grade structures.
calculations of lateral.. static and dynamic loads'n subsurface walls of seismic Category I structures magnitudes of design loads developed from the calculations.
B.
Dams and Dike 1.
Foundations and abutments records of inspections and tests of dam and dike foundations and abutments, including geologic maps, photographs,
- cleaning, grouting, and dental concrete placement results of field penetration tests on residual soi']s remaining under dams and the auxiliary separating dike.
2.
Embankment core materials.
records of inspections and tests during construction to confirm that the in-place core materials meet the design assumptions; results of interest include field density and moisture content, compaction curves, permeability,'ompressibility, gradation, Atterberg limits, static and dynamic shear strength, and cyclic properties.
3.
Embankment filter materials.
records of. inspections and tests during construction to confirm I
that the in-place filters meet the design assumptions; results of I
interest include field density and moisture content, relative density, permeability, gradation (compared to design gradation limits), static and dynamic shear strength, and cyclic properties.
4.
Rockfil1 and random rockfill materials.
records of inspections and tests durinq construction to confirm that the in-place materials meet the'design assumptions; results of interest include field density, particle size distribution, permeability and.resistance to degradation.
5.
Rip-rap protection materials.
records of:inspections and tests on rip-rap materials to confirm that these materials meet the design requirements for particle size and durability.
6.
Stabi 1 ity analyses.
analyses of the stability of the dams and dike for static and dynamic loading conditions with particular attention to deviations from the assumptions made in previous analyses th'at were reviewed and found acceptable by the staff and its consultant (U.S.
Army Corps of Engineers).
7.
Embankment Monitoring.
. records of monitoring during construction of embankment settlement, displacement, and 'piezometric levels at various filling stages and comparison with predicted readings plans for future monitoring field observations by the staff of existing instrumentation and the existing embankment conditions.
8.
Plans to implement Regulatory Guide 1.127.
C.
Emer enc Service l<ater Intake and Dischar e Channels 3.
Channel slopes.
records of field and laboratory tests that document the design properties used for slope stability analyses results of slope stability analyses for static and dynamic loading conditions along the channel alignments.
~
A P
~ 2.
Abi 1 ity of channels to hol d water.
V I
records of inspection and tests that confirm the design assumptions on permeability of channel materials to show that the channels will retain water as specified.