ML19308D590
| ML19308D590 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 07/01/1970 |
| From: | Seidle W US ATOMIC ENERGY COMMISSION (AEC) |
| To: | James O'Reilly US ATOMIC ENERGY COMMISSION (AEC) |
| Shared Package | |
| ML19308D591 | List: |
| References | |
| NUDOCS 8003040992 | |
| Download: ML19308D590 (2) | |
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UNITED STATES t
ATOMIC ENERGY COMMISSION
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l DIVISION OF COMPLIANCE g
REGION 11 SulTE 818 G
230 PE ACHTR EE STR EET, N OR T H W E ST 4r Tatareesse $ 2 64 47 AT LANT A. GEORGI A 30303 July 1, 1970 Vf.J. P. O'Reilly, Chief, Reactor Inspection and Enforcement Branch Division of Compliance, Headquarters FLORIDA POWER CORPORATION (CRYSTAL RIVER UNIT 3), LICENSE NO. CPPR-51, DOCKET NO. 50-302 The attached report of an inspection of the subject facility by our inspector on June 3 h, 1970, is forwarded for information.
Mr. L. L. Beratan, Technical Support Branch, Compliance Headquarters, accompanied our inspector to the site.
No items of nonconfomance vere detected during the inspection.
u The foundation cavities appear to be adequately grouted.
However, Region II and Mr. Beratan vould like To review the forthcoming foundation report by the licensee's consultant before reaching any final conclusions on the overall p) grouting program. We vill forward a copy of the consul. tant's report to
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L' Mr. Beratan wherrit-~is received.
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- / A C.Sehe W.
C0:II:WCS Senior Reactor Inspector
Enclosure:
CO Ept. No. 50-302/70-2 (Bryant) cc v/ encl:
E. G. Case, DRS (3)
P. A. Morris, DRL R. S. Boyd, DRL (2)
R. C. DeYoung, DRL (2)
D. J. Skovholt, DRL (3)
P. Hove, DRL (2)
L. Kornblith, Jr., CO
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9 DIVISION OF COMPLIANCE MONTHLY REPORT. JUNE 1970 gg.367-l0U Florida Power Corporation (Crystal River 3) - An inspection was con-ducted on June 3-4.
The inspection covered site preparation, founda-tions and containment. Subsurface grouting has been ccrnpleted under the Class I structures, except for the heat removal pit. In addition to observation of construction, records of subsurface grouting and cores taken prior and after grouting were examined. No deficiencies were found.
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