ML19309A054

Amend 7 & Suppl 4 to Application for CP & Ol,Amending PSAR to Include Engineering Change Info Developed Since 670810 & Responding to AEC 680313 Inquiry.Woodward,Clyde & Associates Revised Foundation Investigation Rept Encl.W/O Encl

ML19309A054
Person / Time
Site:	Crystal River
Issue date:	07/15/1969
From:	FLORIDA POWER CORP.
To:
Shared Package
ML19309A055	List: ML19309A054
References
NUDOCS 8003240889
Download: ML19309A054 (5)

Text

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BEFORE THE UNITED STATES ATOMIC ENERGY COMMISSION AMENDMENT NO. 7 TO APPLICATION BY FL0kIDA POWER CORPORATION FOR A SECIION 104b CONSTRUCTION PERMIT AND LICENSE FOR A UTILIZATION FACILITY DOCKET No. 50-302 Florida Power Corporation, a corporation organized and existing under the laws of the State of Florida, applicant for an operat-ing license and construction permit for Crystal River Unit 3 Nuclear Generating Plant, hereby amends, by attached pages, its application to include information on engineering changes devel-oped since the original application submission on August 10, 1967.

i This amendment to the application contains no restricted data or other defense information.

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' Amendment No. 7 Page 2 IN WITNESS WHEREOF, the applicant has caused its name to be hereunto signed by J. T. Rodgers, Nuclear Project Manager, and

-its corporate seal to be hereunto affixed by J. G. Loader, Secretary, thereunto duly authorized this 15th day of July, 1969.

FLORIDA POWER CORPORATION

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By' -

J. T. Rodgers Nuclear Project Manager ATTEST:) .

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J. G. Loader Secretary (CORPORATE SEAL)

Sworn to and subscribed before me this 15th day of July,1969.

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Notary Public i

My Commission Expires:

Notary Public Store of Florido at Large.-

My Commission Empires Liv 9.1970 (NOTARIAL SEAL)

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/hh Y N $ f Dock;t 50-302 July 15, 1969 AMENDMENT No. T FLORIDA POWER CORPORATION pegulatory Fila Cy!

Crystal River Plant Unit 3 Amendment No. 7 to the Florida Power Corporation's Preliminary Safety Analysis Report includes both insert pages, as listed below, and Sup-plement No. h. Supplement No. k consists of the responses to Part II of Attachment 3 to the letter dated March 13, 1969 from Dr. Peter A.

Morris , Director of Reactor Licensing. Supplement No. 4 should be g g inserted in Volume 4. e We are also voluntarily submitting a revised Foundation Investigation p TED Report by Woodward, Clyde, and Associates (Supplement 2b, Item 1.) 40 This report includes additional information and presents a change in the foundation concept. This concept includes the use of a lean mass 2.~

k.1 g jb9.h steg concrete, as a structural fill, in lieu of a groutable Brooksville /t limerock aggregate. The change was necessitated by the fact that the excavation exposed the variability and discontinuous nature of the og [ldi c p hg g

cap rock which was in excess of that initially anticipated. Due to Co 3

this, a much greater depth and thus volume, of groutable Brooksville limerock aggregate (Zone I) fill would be required. It was anticipated that thorough grout penetration of this mass of groutable limeiock aggregate would be very difficult. Therefore, a change was made to lean mass concrete structural fill from groutable Brooksville limerock aggregate. In addition several references in the PSAR have been updated in this amendment, to be consistent with the latest information and change in concept.

1 The following sheets of the Florida Power Corporation's Preliminary Safety Analysis Report are to be deleted and, where appropriate, revised sheets dated 7-15-69 should be inserted.

Remove the following sheets: Insert the following sheets:

Pages: 1-1 and 1-2. Pages: 1-1 and 1-2.

Pages: 3-111, 3-vi, 3-1, 3-2, Pages: 3-111, 3-vi, 3-1, 3-2, 3-5, 3-6, 3-17, 3-18, 3-85, 3-87, 3-5, 3-6 ,3-17, 3-18, 3-85, 3-86, 3-88, 3-89, 3-90, 3-90a, 3-90b, 3-87, 3-88, 3-89, 3-90, 3-90a, 3-91, 3-92, 3-93, 3-94, 3-99, 3-100, 3-90b, 3-91, 3-92, 3-93, 3-94, 3-94a, and 3-101. 3-99, 3-100, 3-101, and 3-102.

Figures: 3-59, 3-64, 3-65, and 3-70. Figures: 3-59, 3-60,3-63, 3-64, 3-65, 3-66 ,3-69, and 3-70.

Pages: 5-1, 5-2, 5-ha, 5-5, 5-6, Pages: 5-1, 5-2, 5-ka, 5-5, 5-6, and 5-16a. and 5-16a.

Figures: 5-1, 5-4. Figures: 5-1, 5-4.

Pages: 7-1, 7-11, 7-iv, 7-5, 7-6, Pages: 7-i ,7-11,7-iv, 7-5, 7-6, 7-9. 7-10, 7-15, 7-16, 7-17, 7-18, 7-9, 7-10, 7-15, 7-16, 7-17, 7-18,  ;

7-19, 7-20, 7-21, 7-22, 7-23, and 7-19, 7-20, 7-21, 7-22, 7-23, 7-24, T-24. T-2ha, and 7-24b. )

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N q Remove the following sheets: Insert the following sheets: ,

Figures : 7-2. 7-2a, T-2b , T-2c , and T-7

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Figures:

Pages: ' 9-1, 9-2, 9-3, 94, 9-5, Pages: 9-1,9-2,9-3,94,9-5, 9-6 9-7, and 9-8. 9-6,9-7, and 9-8.

Figures: 9-2. Figures: 9-2.

Pages: 14-3, 1h-4, 14-5, 14-6, Pages: 14-3, 14 4 , 14-5, 14-6, lh-T, and 14-8. 14-T, and 14-8.

Revisions to Appendices Pages: Appendix 2C - S.. tion 1 - Pages: ' Appendix 2C - Section 1 -

Plant Protection Against Hurricane Insert complete replacement section.

Wave Action.

Pages: 2G-1, 2G-2, 2G-5, 2G-6, Pages: 2G-1, 2G-2, 2G-5, 2G-6, 2G-7, and 2G-8. 2G-T, 2G-Ta, and 2G-8.

Remove the following sheets: Insert the following sheets:

Pages: 5B-3, 5B-4, 5B-5, 5B-6, Pages: 5B-3, 5B-4, 5B-5, 5B-5a, 5B-6, 5B-9, and 5B-10. 5B-9, 5B-9a, 5B-9b, 5B-9c, 5B-9d, 5B-9e, 5B-9f, 5B-9g, and 5B-10.

Figures: 5B-1, and 5B-2. Figures: 5B-1, 5B-2, 5B-9, 5B-10, 5B-11,and 5B-12.

Figures: SC-1. Figures: 5C-1.

Pages: SD-1, 5D-2, 5D-3, 5D 4 , Pages: 5D-1, SD-la, 5D-2, SD-3, 5D-5, 5D-6, 5D-T, SD-8, 5D-9, 5D-4, 5D-5, SD-6, 5D-7, 5D-Ta ,

and SD-10. SD-8, 5D-9, and 5D-10.

Revisions to Supplement No. 1 (Volume h)

Pages: 9.1-1 Pages: 9.1-1 and 9.1-la.

Revisions to Supplement No. 2 (Volume h)

Pm: 1 (Supplement No. 2 Contents) Page: 1 (Supplement No. 2. Contents) i (Engineering Geology and i (Engineering Geology and Foundation Design) Foundation Design)

Sections: b. Item 1. Sections: b, Item 1.

Foundation Investigation Report by Foundation Investigation Report by Woodward-Clyde-Sherard and Associates. Woodward, Clyde & Associates.

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. .- Revisions'to Supplement No. 2 (Volume h)

' Sections _: Jb, Item 5 Sections: b, Item 5 Technical Specifications for Specifications for Excavation and Construction ~of Load Bearing Construction of Structural Fill.-

Fill. (Complete Section) (Complete Section)-

Sections: b, Item 6. Sections: .b,' Item 6.

Proposed Procedure of Site Proposed General Procedure for-Preparation and Placement of Excavation, Grouting, and Placement Load Bearing Fill.- of Structural Fill.

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