ML20127B989

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Addendum 1 to Rev 3 to Special Process Procedure W-SP-16, Repair,Insp,Documentation & Verification of Placement 499S03-19
ML20127B989
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 8506220110
Download: ML20127B989 (5)
v • d • e


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Procedure No. W-SP-16 .

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.cn SPECIAL PROCES

S. PROCEDURE

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' .t 076t REPAIR, INSPECTION, DOCUMENTATION, AND VERIFICATION h3,5* in. 5, OF '

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fik WATERFORD SES UNIT NO. 3 -

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ENGINEERING CONSTRUCTION QUAI.lTY ASSURANCE REV. DATE REVIEWED BY DATE REVIEWED BY DATE APPROVED BY DATE hh M s.n- n 2GL O 3-17-77 Yl? ?E B/#w s /,,

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'. J.A. JONES CONSTRUCTION COMPANY PAGE 1 0F 2 G PROCEDURE NO. i W-SP-16 jl* SPECIAL PROCESS PROCEDURE ADDENDUM I i

.3, TITLE OF PROCEDURE: Issue Date: 3-l7-77 ,

j f,, REPAlR, INSPECTION, DOCUMENTATION, AND VERIFICATION

.. PROJECT TITLE:

Rev. No. & Date:

.h. ' W4TERFORD SES UNli N0. 3 ",' S

. 4-13/77

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  • i f[. ,.( l.0 PURPOSE -

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i Nd The purpose of this addendum is to establish guidelines for verification 1

, .,j~(.. ', of the grouting repair of placement 499503-19.

1 2.0 REFERENCE .

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

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9.j : 30 RESPONSIBillTY .

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

2[" 32 J. A. Jones Construction Company shall be responsible for the necessary j/Y- coring, transportation of samples to the testing laboratory and pre-

)jf , sentation of the resultant test data.

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' */s{:,. 4.0 VERIFICATION

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.C'. 4.1 Eight (8) four (4) Inch diameter cores shall be drilled in the vicinI-

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ties listed below and to the depths listed below. .

f SAMPLE , . LOCATION

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B7 to 86 4 FT.

.' 3 810 to A10 4 FT. -

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l 4 QD[!~ . <f 5-C5 to C6 G7 4.5 FT.

6 FT.

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F8 to F9 6 FT.

. K.J,p- 7 111 7 FT. .

. ,8,.{l 8 13 to H3 7 FT. -

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  • Locations are specified by grout hole numbers. See Attachment A.

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'$ 4.2 Cores shall' be numbered, logged, and cut In 7t' segments for compression

. J.),. testing.

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f h?,]),. 4.3 Cores shafi be capped and compression tested and the data transmitted

%'. to the Eng.1neer.

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

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- Jones in writing that further repairs, as specified in Section 12 of if.fh yl W-SP-16, Revision I, may conenence.

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J.A. JONES CONSTRUCTION COMPANY PROCEDURE NO.

, SPECIAL PROCESS PROCEDURE W-SP-16

- . annrunnu 1

. TITLE OF PROCED'URE: Issue Date: 3-17-77

! ,., REPA IR, INSPECTION, DOCUMENTATION, AND VERIFICATION

. PROJECT TITLE: . Rev. No. & Date:

. WATERFORD SES UNIT No. 3 3 4/13/77

. I R'- l : 4.5. cores shall be photographed and placed in core boxes imediately after .'

s.I .:t coring. Core logs shall be maintained and shall contain as a minimum: '

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..~'k (l) core number I f

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(2) piece marks such that proper orientation of the entire core will 2

. be maintained l

.T' (3) definition of all questionable zones ~

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(4) exact core location as drilled RU 5 4.6 Verification core holes shalf be r.apped imediately after cores are com-  !

..;; l- plated to insure that the holes are kept clean until the holes are

."2 g routed.

M ,i M2" 4.7 The nine (9) additional two (2) Inch diameter verification cores drilled

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to extend the northern limits of the core grid shall be grouted in

-/. ;- accordance with W-SP-16.. Revision 1..

R': 2,. 4.8 The verification cores drilled in accordance with Paragraph 4.1 shall be M ', grouted after the nine (9) two (2) Inch diameter cores.

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R$2.e ' 4.9 After the grouting operation all data shall be evaluated by the i Enginee r.

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5.0 ATTACHMENTS G.

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5.1 Grout Hole Grids (2) p .. ,

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