ML20127B985

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Addendum 1 to Rev 2 to Special Process Procedure W-SP-16, Repair,Insp,Documentation & Verification of Placement 499S03-19
ML20127B985
Person / Time
Site: Waterford Entergy icon.png
Issue date: 04/13/1977
From:
J.A. JONES CONSTRUCTION CO.
To:
Shared Package
ML17198A241 List: ... further results
References
FOIA-84-455 W-SP-16-ADD-01, W-SP-16-ADD-1, NUDOCS 8506220108
Download: ML20127B985 (4)
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Procedure No. W-S P' N

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ADDENDUM 1, REV1S10N 2

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J. A. JONES CONSTRUCTION COMPANY -

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,'jg- . SPECIAL PROCESS. PRO.CEDURE ,

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9), , REPAlR, INSPECTION, DOCUMENTATION, AND VERIFICATION C4,1 0F AfEj' ,. .'

a- PLACEMENT 499503-19 ,:

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ADDENDUM i

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WATERFORD SES UNIT NO. 3 -

,iff % CONTRACT NO. W3-NY-4

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T i ENGINEERING CONSTRUCTION Q,UALITY ASSURANCE REV. DATE REVIEWED BY DATE REVIEWED BY DATE APPROVED BY DATE O 3-17-77 [b //!73 (([M Y-/1- 77 3/ > !,,

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FREfiDOM OF INFORMADori AR REQUEM ck $".'$.

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J.A. JONES CONSTRUCTION COMPANY PAGE I 0F 2 PROCEDURE NO.

SPECIAL PROCESS PROCEDURE W@h y

j- TITLE OF PROCEDURE; issue Date. 3-17-77

-f,,., . REPA I R, INSPECTION, DOCUMENTATION, AND VERIFICATION PROJECT TITLE; Rev. No. & Date:

WATERFORD SES UNIT NO. 3 2 4-13/77 1.0 PURPOSE 4- The purpose of this addendum is to establish guidelines for verification

l. .' of the grouting repair of placement 499503-19.

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fl:.;} 2.0 REFERENCE

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.ll , 2.1 J. A. Jones Special Process Procedure, W-SP-16, Revision 1.

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3.0 RESPONSIBILITY

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3.1 Ebasco Services, Inc. shall be responsible for verification review and repair acceptance. .

,' 3.2 J. A. Jones Construction Company shall be responsible for the necessary coring, transportation of samples to the testing laboratory and pre-r],d

, sentation of the resultant test data.

4.0 VERIFICATION C.

,7fC 4.1 Eight (8) four (4) inch diameter cores shall be drilled in the vicini-

.4d ties listed below and to the depths listed below.

.; ,v M.' SAMPLE LOCATION

  • DEPTH i A8 4 FT.

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$, 2 B7 to 86 4 FT.

' t'n 3 BIO to A10 4 FT.

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4 C5 to C6 4.5 FT.

5 G7 6 FT.

6 F8 to F9 6 FT.

i 7 111 7 FT.

O 8 13 to H3 7 FT.

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  • Locat' ions are specified by grout hole numbers. See Attachment A.
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4.2 Cores shall be numbered, logged, and cut in 7)" segments for compression

. testing.

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,; r. ( 4.3 Cores shall be capped and compression tested and the data transmitted

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4.4 The Engineer shall review the data and upon acceptance notify J. A.

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Jones in writing that further repairs, as specified in Section 12 of W-SP-16 Revision 1, may commence.

1. t.- FORM NO 1122 06 JUNE '74

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. }c'- ,,, ; m 3 J.A. JONES CONSTRUCTION COMPANY f, PROCEDURE NO.

0; SPECIAL PROCESS PROCEDURE W-SP-16

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.3'l' TITLE OF PROCEDURE: Issue Date: 3-17-77 k2
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REPA I R , INSPECTION, DOCUMENTATION, AND VERIFICATION i '. .

4 PROJECT TITLE:

Rev. No. & Date:

{ji WATERFORD SES UNIT NO. 3 2 4/13/77 R,- ij 4.5 Cores shall be photographed and placed in core boxes imediately after y,'.g coring. Core logs shall be maintained and shall contain as a minimum:

'b (1) core number

' 4.T (2) piece marks such that proper orientation of the entire core will

'I.9 be maintained

715 (3) definition of all questionable zones

,Z#9 (4) exact core location as drilled

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R-b 4.6 Verification core holes shall be tapped Imediately after cores are com-g.h pleted to insure that the holes are kept clean until the holes are

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. v4' 4.7 The nine (9) additional two (2) inch diameter verification cores drilled to extend the northern limits of the core grid shall be grouted in k'k?) accordance with W-SP-16, Revision 2.

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' R) 2,, 4.8 The verification cores drilled in accordance with Paragraph 4.1 shall be

.' !4 '& grouted after the nine (9) two (2) Inch diameter cores. '

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Rj2if' 4.9 After the grouting operation all data shall be . evaluated by the

4. Engineer. .

4 is tr t 5.0 ATTACHMENTS lr 5.1 Grout Hole Grid

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