ML20126D703
| ML20126D703 | |
| Person / Time | |
|---|---|
| Site: | 05000000, Waterford |
| Issue date: | 01/11/1983 |
| From: | LOUISIANA POWER & LIGHT CO. |
| To: | |
| Shared Package | |
| ML20125A430 | List:
|
| References | |
| FOIA-84-426, FOIA-84-449, FOIA-84-A-55, FOIA-84-A-65 QP-19.1-D4, NUDOCS 8506150183 | |
| Download: ML20126D703 (13) | |
Text
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LP&L PHYSICAL VERIFICATION PROCEDURE POOLS & LINERS / STRUCTURAL STEEL ERECTION 1.0 Approval Prepared byr/7/[.
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Date
& / // / [If Approved by:
Project QA Engineer ITate Approved by:
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/-//43 QA Manager Date 2.0 Purpose The purpose of this procedure is to establish and describe the method for performing a uniform and comprehensive method to be followed in performing the physical verification of the installation of pools and liners / structural steel erection.and reviewing associated quality records.
3.0 Scope This task shall include a review of sa fety-related work performed by contractors. The task shall be accomplished by verifying the installed conditions and reviewing the related quality documentation.
4.0 Responsibilities 4.1 Task Leader As directed by the LP&L Quality Assurance Manager, the Task Leader will coordinate activities, provide support, and compile data for submitting to Quality Assurance Manager.
(Per Proc. No. QSP19.1).
QF 19.1-D4 Page 1 of 5 01/07/83 8506150183 850301 PDR FOIA GARDEB4-A-55 PDR
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I 4.2 Team Leaders The Team Leaders will be responsible for:
1.
Determinins depth of review and methods for accomplishing review.
2.
Preparing checklists to be used in documenting review.
3.
Obtaining required contractor procedures, drawings, etc., needed for performance of review.
4.
Coordination and direction of Team Members in accomplishing task.
5.
Compiling and submitting documented evidence of results of the review to the Task Leader.
4.3 Team Members The Team Neubers will be responsible fort 1.
Performing the physical verification to assure the installed f'-
components match the design drawing.
2.
Review supporting documentation.
3.
Complete checklist for assigned task.
5.0 Procedure 5.1 Physical Verification Pools and liners / structural steel selected by the Team Leader will be walked down to determine if they have been fasta11ed in proper relative positions and locations, and to determine if there are any installations that are not in accordance with the "as built" system drawings. The primary design document that will be used to perform this task is the approved drawing.
l QF 19.1-D4 Page 2 of 5 01/07/83 i
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5.1.1 The below listed tools may be needed for installation verification:
1.
Red marker 2.
Yellow marker 3.
12' tape 4.
25' cape 5.
Fillet gauges 6.
Plumb Bob 7.
Flashlight 8.
3' Level 5.2 Walkdown Documentation Package 5.2.1 The walkdown team shall utilize the wal'down documentation k
package applicable to each walkdown assignment. This package will include all applicable installation notes.
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drawings, specifications, and other documents and forms required for the completion of each assignment.
5.2.2 Each package shall contain as a minimus Form Nos. D4.1A through D4.1D/D4.2A through D4.2D and the applicable approved drawing.
5.2.3 All forms in the package shall be identified with System Name and Drawing Number as applicable in the spaces provided.
5.2.4 All entries on the forms shall be entered in legible indelible black ink. All erroneous entries will have one line drawn through them and will be initialed and dated.
Each line entry shall Le filled in.
QF 19.1-D4 Fase 3 of 5 01/07/83 i
r 5.3 Walkdown Instructions 5.3.1 Having completed a properly assembled package the walkdown personnel shall locate the feature in the plant and verify the installation.
5.3.2 System verification shall be indicated by yellow Hi-Licing the drawings.
5.3.3 Deficiencies between the design drawing and the physical installed condition shall be marked in red ink on the design drawing, g1ven an identification number, and marked Def., on ths drawing. The identification number shall also be placed in the "Def. No. column" adjacent to category involved on form No. D4.1A/D4.2A. Comments shall be noted in the Remarks Section with appropriate item number identification.
If any deficiency has been previously
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identified on a system deficiency list, this should also be noted.
5.3.4 All inaccessible items and components shall be identified and circled in red on the drawing with the note "not Accessible / identification number". The reason for inaccessiblity shall be noted in the Remarks Section of the Walkdown Fora D4.1A/D4.2A with the appropriate item identi-fication number.
5.3.5 The performance, conduct, interviews, reporting and follow-up of this physical verification program shall be in accordance with the LF&L Quality Assurance Program.
QF 19.1-04 Page 4 of 5 01/07/83 O
s 6.0 Attachments 6.1 LP&L Physical Verification Program - Pools and Liners, Form No. D4.lA 6.2 LP&L Physical Verification Program - Pools and Liners Continuation Sheet. Form No. D4.15.
6.3 LP&L Documentation Verification For Pools and Liners, Form No. D4.1C 6.4 LP&L Documentation Verifica' tion For Pools and Liners Continuation Sheet Form ifo. D4.1D 6.5 LP&L Physical Verification Program-Structural Steel Form NO. D4.2A 6.6 LP&L Physical Verification Program-Structural Steel Continuation Sheet Form No. D4.25 6.7 LP&L Documentation Verification For Structural Steel. Form No. D4.2C 6.8 LP&L Documentation Verification For Structural Steel Continuation Sheet, Form No. D4.2D
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QF 19.1-D4 Page 5 of 5 01/07/83 e
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E 12EL FEISICAL VIRIFICATION PEXEAM POOLE & LINERS 50erp
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g Number Walkdown Personnel lyszam Name DEF.
ACC No.
L. Do d4====4a==
given om draurings reflect as-built in field?.
- 1. Are welds installed of proper size and type (leg &
throat as shown on drawing *
- l. Pool side linerplaca surfacas shall be free of all grasse dirt, walsL spatter, paint. ink markings, gouges, deep saracches, or adry other foreign anterials?
6.
isually inspect each wall 4.ud verify all parts have i
a furnished and installed?
- i. Ve y flatness of all four vall:. at top and bottom?
Walls any vary from plumb by plus or minus 5/8" in 1!'-0" but any not escoed il" in the full height of the wall.
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- i. Verify flannese of the floor by using a 4' square grid pattern. Fleer place colarence to be a===4-== of 5/8" l
in.13'-0" from a hor 4===eai plane.
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Page of QP 19.1-D4 (Fora LA) 01/07/83
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o-i LNL PE5ICAL.VERIFICAltIEN PE3 GRAM POOLS & LIBIRS N00TER r
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Continuation Sheet During Nh Systen Name Review Personnel l
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QP 19.1-C4 (For:n'13) 01/07/83 N+=
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LP&L -A'Pfm VERIFICATIM TER FOOLS & LZEERS
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. Dimrtag Number Campomaat Name o
Revier Personnel 1.
N astr1x shown below aball be utilized in accomplishing a doct===e=r4an reviar of all the welds per*=4=4== to Endrac drawing Number 1564-3235 Rev. 2. titled.
Main Assembly of Spent Fuel Cask Deco =*=4==tica Area. h blocks are to be com-
,placed by entertag either Acceptable - A. Deficiency / identification number - Di.
or non applicable - N/A. For defie4==e4==. the deficiency identificatica number will be creme-referansed to the sans n eber in the a - = section, share more datati any be h ew.
2.
Amy defistamates with d - e=*4-not covered by the astriz below will also be noted la the comments - e4 =.
WEED I.D.
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ccessurs:
e Page of QF 19.1-D4 (Form IC) 01/07/83 r-
N POR POOLS & LINEas Continuation Sheet NOONR C,singNumber System Name I
Review Personnel i
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-L Page _ of QP.19,1-D4 (Form 1D) 01/07/83
f' LP&L PHYSICAL VERIFICATION PROGRAM STRUCTURAL STEEL ERECTION AMERICAN BRIDGE Drawing Number Walkdown Personnel System Name I
i.
DEF.
ACC No.
L.
Do dimensions given on drawings reflect as-built in field?
2.
Are welds installed of proper size and type (leg &
throat) as shown on drawing?
3.
All completed welds shall be free of slag inclusions, craters, cracks, undercut, are strikes, excessive porosity, lack of fusion, and incomplete penetration.
- (2.'
Have proper bolts been installed?
(Type, size, length, and quantity) 5.
Bolts,as a =4=4- =, shall be flush with and of nuts.
6.
Nuts shall be installed with identification markings facing out from the structural member, to verify proper nut was used.
REMARES:
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Page of
-QP 19.1-D4 (Form 2A).
01/07/83
a LP&L PNYSICAL VERIFICATION PROGRAM STIDCTURAL STEEL ERECTIOR AMERICAN BRIDGE Continuation Sheet Dreg Near System Name Review Personnel i
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d Page of QP 19.1-D4 (Form 23) 01/07/83 l - - -.
LP&L DOCUMENTATION VERIFICATION FOR STRUCTURAL STEEL AMERICAN BRIDGE Drawing Number Component Name Review Personnel l
The questions listed. below = hall be utilized in reviewing documentation pertaining to physical walkdowns of the structural steel erections. The blocks are to be l
completed by entering either Acceptable - A. Deficiency / identification number - D#,
l or non applicable - N/A. For deficiencies, the deficiency identification number l
will be cross-referenced to the same number in the comments section, where more detail may be documented. Any deficiencies with documentation not covered by the questions below will also be noted in the comments section.
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l DEF.
ACC No.
1.
Has welding been performed by qualified welders?
2.
Is there documentation verifying material trace-ability?
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3.
Is there documentation verifying filler metal l
traceability?
4.
Have all fit-up inspections required, been documented by QC7 i
5.
Is there completed acceptable documentation verifying all required NDE has been performed?
6.
Is there documentation verifying final visual inspections?
7.
Was torquing performed with an in date calibrated l
torque wrench?
8.
Is there documentation verifying that inspection personnel using a calibrated torque wrench tested 10% of the bolts in each joint, but not less than two bolts in any one joint?
l COMIENTS:
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Page of QP 19.1-D4 (Form 2C) 01/07/83
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Contizmaation Sheet American Bridge
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Drawing Number System Name Review Personnel 1
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Page of QP 19.1-D4 (Form 2D) 01/07/93
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