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


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Procedure No.

W-SP-16

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ADDENDUM 1, REVISION 1 y;:-

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SPECIAL PROCES

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Pl.ACEMENT 499'S03-19 yi J _ '.

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  • ...e ENGINEERING CONSTRUCTION QUALITY ASSURANCE REV.

DATE REVIEWED BY DATE REVIEWED BY DATE APPROVED BY DATE O

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J.A. JONES CONSTRUCTION COMPANY PAGE 1 0F 2 PROCEDURE NO.

E' SPECIAL PROCESS PROCEDURE W-SP-16 W

ADDENDUM 1 n,'

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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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The purpose of this addendum is to establish guidelines for verification U.*

of the grouting repair of placement 499503-19.

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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

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and repair acceptance.

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,i.T',i 3.2 J. A. Jones Construction Company shall be responsible for the necessary g,f coring, transportation of samples to the testing laboratory and pre-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.

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SAMPLE LOCATI ON*

DEPTH w *.

I A8 4 FT.

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87 to B6 -

4 FT.

3 BIO to A10 4 FT.

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C5 to C6 4.5 FT.

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'G7 6 FT.

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6 F8 to F9 6 FT.

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7 111 7 FT.

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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 p.

testing.

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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

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W-SP-16 Revision 1, may commence.

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FOftM NO 1122 06 JUNE ~7a e....-

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J.A. JONES CONSTRUCTION COMPANY PROCEDURE NO.

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SPECIAL PROCESS PROCEDURE 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:

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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

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

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(1) core number

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

be maintained

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(3) definition of all questionable zones

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(4) exact core location as drilled

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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

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5.0 ATTACHMENTS y

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5.1 Grout Hole Grid ifb o

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