ML18017A464
| ML18017A464 | |
| Person / Time | |
|---|---|
| Site: | Harris  |
| Issue date: | 10/23/1978 |
| From: | Mcduffie M CAROLINA POWER & LIGHT CO. |
| To: | Harold Denton Office of Nuclear Reactor Regulation |
| References | |
| NUDOCS 7810300140 | |
| Download: ML18017A464 (3) | |
Text
Carolina Povrer 6 Light Company October 23, 1978 Mr. Harold R. Denton, Director Office of Nuclear Reactor Regulation United States Nuclear Regulatory Commission Washington, D. C.
20555 SHEARON HARRIS NUCLEAR POWER PLANT, UNIT NOS. 1, 2, 3, AND 4 DOCKET NOS. 50-400
-401, 50-402, AND 50-403 CORPORATE UALITY ASSURANCE PROGRAM
Dear Mr. Denton:
Carolina Power
& Light Company (CP&L) informed your staff by telephone on October 16, 1978, that CP&L intends to make minor changes in the Corporate Quality Assurance Program.'pecifically, the functional responsibility for performance of quality assurance audits on our nuclear steam supplier (Westinghouse Corporation) and its vendors, our architect engineer (Ebasco Services) and its vendors, and our other outside contractors will be shifted from the Corporate Nuclear Safety and Quality Assurance Audit Section to the Engineering and Construction Quality Assurance Section.
The functional responsibility for performance of quality assurance audits internally within CP&L remains with the Corporate Nuclear Safety and Quality Assurance Audit Section as described in the Shearon Harris Nuclear Power Plant (SHNPP)
Preliminary Safety Analysis Report.
This change will reduce a large amount of redundant surveys and audits presently conducted by both sections.
These functional responsibility changes for quality assurance auditing do not affect the CP&L quality assurance organization and continues to meet all the requirements of 10CFR50, Appendix B.
Carolina Power Light Company plans to implement these responsibility changes on October 31, 1978.
These changes will be reflected by revising the Corporate Quality Assurance Manual and will be incorporated into the SHNPP Final Safety Analysis Report.
Please let us know if you have any questions.
Yours very truly, M. A. McDuffie Senior Vice President Engineering
& Construction MAM/mf 7E io9>>/Y o 7g /5/b'0 (fJ 336 Faye::evitte Sui'et P. O. Box 1551
~ Raleigh. N. C. 27602
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ATTACHNHIITA EXPLANATION 190 L
0 180 Eu 170 Qi EXISTING GROUND SURFACE~
24 3+50 43 Q21 Yj, i 14 9
CONDUIT INVERT HIGHLYWEATHERED ROCK 5 SOIL CONDUITSTATIONS IN FEET ZONE OF JOINTEO 5 HIGHLYWEATHEREO ROCK Q47 3
3 2+50 HIGHLYWEATHERED ROCK iOINT FACE.
WEATHERED ZONE ZONE OF WEATHERED GRANITE EXISTING GROUND SURFACE JOINT FACE JOLNT FACE 1+70 190 L Vi O
180 'ii Ei Foliated Granite Mica Schist Homhlende Mica Gneiss Fe/NC Volcanics (metemorphased/
Quartz Joint, Fracture, Contact g,S IVQTE. SEE FIGURE II FOR KEY TO GEOLOGIC SECTION 0
5 10 SCALE LN FEET THIS DOCUMENT IS DELIVERED IN ACCORDANCE WITH AND IS SUBJECT TO THE PROVISIONS OF SECTION X OF THE CONTRACT BETWEEN CARO.
LINA POWER 5 LIGHT COMPANY ANO EBASCO SERVICES IIECORPORATED DATED SEPTEMBER 1970, AS AMENDED.
CAROLINAPOWER 8 LIGHT SHEARON HARRIS NUCLEAR POWER PLANT N[LINIEMIr MAINDAM GEOLOGIC SECTION: WEST WALL OF DIVERSION CONDUIT STA. 1+70 to JI+05 APPROVEO DAT CA E 1" icr EBASCO SERVICES INCORPORATED DIV OR.
CM.