ML20127B967

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Addendum 1 to Rev 1 to Special Process Procedure W-SP-16, Repair,Insp,Documentation & Verification of Placement 499S03-19
ML20127B967
Person / Time
Site: Waterford Entergy icon.png
Issue date: 03/18/1977
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 8506220103
Download: ML20127B967 (4)
v • d • e


Text

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  • [j . Procedure No. W-SP-16 .

' {, ADDENDUM 1, REVISION 1 y;:- .

lk' i J. A. JONES CONSTRUCTION COMPANY

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f REPA I R, INSPECTION, COCUMENTATION, AND VERIFICATION .

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.'t h 'd. Pl.ACEMENT 499'S03-19 yi ADDENDUM ,1

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43f'd WATERFORD SES UNIT NO. 3

' $,$ CONTRACT NO. W3-NY-4 v{ $.

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ENGINEERING CONSTRUCTION QUALITY ASSURANCE REV. DATE REVIEWED BY DATE REVIEWED BY DATE APPROVED BY DATE O 3-17-77 hh m Yl7l72 hl$a S 1-/1-77 k N 3b > .

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A. J.A. JONES CONSTRUCTION COMPANY PAGE 1 0F 2

.', PROCEDURE NO.

E' SPECIAL PROCESS PROCEDURE W-SP-16 W

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ADDENDUM 1

. fg; , TITLE OF PROCEDURE: Issue Date: 3-17-77 Q., REPAlR, INSPECTION, DOCUMENTATION, AND VERIFICATION 5 PROJECT TITLE:

  • Rev. No. & Date:

," WATERFORD SES UNIT NO. 3 3 3-18-77 t

. ,; ;, 1.0 PURPOSE

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N,*; The purpose of this addendum is to establish guidelines for verification U .* of the grouting repair of placement 499503-19.

y!' 2.0 REFERENCE ,

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

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.( . 3.0. RESPONSIBILITY

'oy 3.1 Ebasco Services, Inc. shall be responsible for verification review

/:, ' and repair acceptance. .

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3.2 J. A. Jones Construction Company shall be responsible for the necessary coring, transportation of samples to the testing laboratory and pre-g,f gi

, sentation of the resultant test data.

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  • 'hf 4.0 VERIFICATION

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.$ 4.1 Eight (8) four (4) Inch diameter cores shall be drilled in the vicini-g ties listed below and to the depths listed below.

[ SAMPLE LOCATI ON* DEPTH w *. I A8 4 FT.

~.' .f 2 87 to B6 - 4 FT.

! 3 BIO to A10 4 FT.

4 C5 to C6 4.5 FT.

Ql;y?jf .e 5 'G7 6 FT.

Yi! - 6 F8 to F9 6 FT.

Q.. 7 111 7 FT.

f,' 4,.I' 8 13 to H3 , 7 FT.

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

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%T"- 4.2 Cores shall be numbered, logged, and cut in 7t" segments for compression

p. testing.

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.g.l . 4.3 Cores shall be capped and compression tested and the data transmitted '

d. to the Engineer.

4.4 The Engineer shall review the data an'd upon acceptance notify J. A.

'.d Jones in writing that further repairs, as specified in Section 12 of

,?, W-SP-16 Revision 1, may commence.

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A., FOftM NO 1122 06 JUNE ~7a

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);;.; ^ R E. ' J.A. JONES CONSTRUCTION COMPANY A 0F 2 "E ,

SPECIAL PROCESS PROCEDURE PROCEDURE NO.

W-SP-16 6'*, d a f.l f'9 FM 9t tM 1 If;'t U' TITLE OF PROCEDURE: Issue Date- 3-17-77 OM' REPA I R, INSPECTION, DOCUMENTATION, AND VERIFICATION v+c?

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PROJECT TITLE: Rev. No. & Date:

UI WATERFORD SES UNIT NO. 3 1 3-18-77 Ra l:

4.5 Cores shall be photographed and placed in core boxes insnediately after

,, .;, coring. Core logs shall be maintained and shall contain as a minimum:

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...s. (1) core number

'dff (2) piece marks such that proper orientation of the entire core will hi$ be maintained

,, i7A'< (3) definition of all questionable zones '

.',p$ (4) exact core location as drilled

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,R},);'; 4.6 Verification core holes shall be capped insnediately af ter cores are com-

,; ' '.fa pleted to insure that the holes are kept clean until the holes are

  • ' . .;.i. g routed.

y 5.0 ATTACHMENTS h.) 5.1 Grout Hole Grid ifbtutt o

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