ML20126D469
| ML20126D469 | |
| Person / Time | |
|---|---|
| Site: | 05000000, Waterford |
| Issue date: | 08/13/1982 |
| From: | Gore J TOMPKINS-BECKWITH, INC. |
| To: | |
| Shared Package | |
| ML20125A430 | List:
|
| References | |
| FOIA-84-426, FOIA-84-449, FOIA-84-A-55, FOIA-84-A-65 TBP-36, NUDOCS 8506150105 | |
| Download: ML20126D469 (31) | |
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TOMPKINS-BECKWITH, INC.
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Waterford S.E.S. Unit 3 TOMPKINS BECKWITH, INC.
g Lou,siana Power & Light Co.
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Killona, Louisiana CONTROLLED DOCUMENT 36 c
Proc. No. __
Rev.
AUG 141982 Page No.
O of 14 Document Accostame & Retum
Title:
i"ROTAM DNmM M N PROCEDUPZ (TB Doc. Control Stamo)
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PROCEDURE COVER SHEET Changes DATE COMMENTS Concurred By:
6/9/82 Revised 5.1,5.2,6.474,6.4.4.2,7.3,11.2,16.8 Deleted 6.1, 6.2, 6.6, 16.3 6/22/82 Revised 6.4.4.1 per Ebasco r - r h
f422-53 8/.13/82 Revised 9.1,11.3 and added Fom GP-723-117 per Ebasco coment g gg A SASCO SErdN E
D P!000P0TtATED QUALITY
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APPROVED BY:
GNATURE DA E TITLE I
4 /e. W Proiect Engineer SIGNATURE
,OATE TITLE 4 /'B-6Z OA Site Manager 2
g' SIGNATURE DATE TITLE 8506150105 850301 RE DATE TITLE DE A-55 PDR
TOMPKINS-BECKWITH, INC.
E?-36 N
Jacksonville, Florida C
Rev.
TITLE:
IEDROSIATIC-FNEL%"'IC EST PROCEDIRE 1.0 PURPOSE 1.1 The purpose of this procedure is to outline general re-quirements for the testing of piping systems, sub-systems and components.
- 2. 0, SCOPE 2.1 This procedure addresses itself to all safety and non-safety related piping systems, sub-systems and components that have test requirements delineated by the Engineer and the Code.
2.2 Individual test procedures shall be generated (using this doc.
ument as a guideline) for specific' tests of distinct portions of systems or sub-systems.
2.3 This proedure does not apply to conta'nment air test.
3.0 REFERENCES
3.1 ASME Boiler and Pressure Vessel Code,Section III, 1974 Edition, Summer' 76 Addenda.
3.2 ANSI N45.2, 1971 Edition, Quality Assurance Program Require-ments for Nuclear Power Plants.
3.3 ANSI N45.2.6, 1973 Edition, Qualifications of Inspection, Examination, and Test Personnel for the Construction Phase l
of Nuclear Power Plants.
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T3P-36 TOMPKINS BECKWITH, INC-No Jacksonville, Florida C
Rev.
TITLE:
page 2
of 14 FlDR0 STATIC-Ph? EATIC TESI PROCEDURE 3.4 ANSI, N45.2.8, 1975 Edition, Supplementary Quality Assurance Requirements for Installation, Inspection and Testing of Mechanical Equipment and Systems for the Construction of Nuclear Power Plants.
3.5 ANSI, B31.1, 1973 Issue, Code for Power Pipe including Addenda through Summer 1976.
3.6 Quality Assurance Manual - Tompkins-Beckwith, Inc.
3.7 Contract No. - W3-NY-ll 3.8 TBP Measuring and Test Equipment Calibration and Control 3.9 TBP Visual Examination 3.10 TBP Piping System Cleanliness Procedure 3.11 NFPA 3.11 TBP Pneumatic Testirig for Containment Vessel Penetration Assemblies.
3.12 TBP Preparation, Review and Approval of Test Procedures 3.13 ASP-IV Tagging and Clearance for Construction 3.14 ASP-IV Guidelines for Hydrostatic & Pneumatic integrity tests.
3.15 ASP-IV Control of Pipe Hydrostatic Testing and Flushing.
3.16 FCR-MP-18 0 0 S
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T3P-36 TOMPKINS-BECKWITH, INC.
No Jacksonville, Florida C
R n.
TITLE:
page 3
of 3
HYDFOST.ATIC-PSElth"IC TESI PPDCEDGE x,
.c 4.0 DEFINITIONS 4.1 ANI - Authorized Nuclear Inspector 4.2 Hydrostatic Test - A pressure strength test conducted with water as a medium.
4.3 Pneumatic Test - A pressure strength test utiliz;r.g a non-flammable compressed gas as a medium.
4.4 Test - The determination of verification of the capability of an item to meet specified requirements by subjecting -the item to a set of physical, chemical, enviromental or operating conditions.
4.5 Verification - An act of confirming, substantiating and assuring that an activity or condition has been implemented in conformance with the specified requirements.
5.0 RESPONSIBILITIES 5.1 The Te st & Start-up Superintendent shall be responsible b
for the development and approval of specific testing procedures.
He will direct (or designate an individual to supervise) all tests.
He is responible for contacting the Authorized Nuclear Inspector (when applicable) and Ebasco Start-up for witnessing tests.
5.2 The Project Engineer is. responsible for identifying systems or portions thereof to be tested and outlining the test requirements on Form GP-723-18. He is responible for dispositioning discrepancies noted on Form GP-723-13.
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I s-c TOMPKINS-BECKWITH, INC.
No TEP-36 Jacksonville, Florida C
R w.
TITLE:
4 of 14 pqp IEDROSIATIC-REINATIC IESI PROCEDIRE 5.3 The QC Engineer is responisble for ensuring that each traveler within the test boundaries has been reviewed for completeness, is presented to the Authorized Nuclear--
Inspector for his review (Class I, II and MC only).
5.4 The QC Inpsector shall be responsible for providing QC inspection, completion of the test documentation and the inclus' ion of test data in each applicable trav.eler for safety related items upon completion of the test.
5.5 The Project Superintendent shall be' responsible for providing craf t labor support to the Test & Start-up Coordinator for implementation of the test program.
6.0 TEST INITIATION 4
6.1 Dele ted
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b 6.2 Dele ted 6.3 The system shall be walked down in accordance with TBP-26
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and discrepancies will be listed on Form GP-723-13.
A copy of the drawings showing the boundaries shall be provided by the Test & Start-up Coordinator or his designee for the walkdown.
6.4 A copy of the Form GP-723-13 will be forwarded to the Test
& Start-up Superintendent for' evaluation and coding in accordance with the GP-723-13 Forms Guide.
This form will be part of the test package at the time of the test.
6.4.1 Items coded #1 will be resolved / reworked and accepted prior to the start of testing. The Project Engineer will provide a dispostion for all Code 1 items on Form GP-723-13A (See 6.4.4).
The acceptance of the rework will be on Form GP-723-13, column 8.
6.4.2 Items coded #2 will be resolved / reworked and accepted of the Form GP-723-18 by Qualtiy Control.
6.4.3 Items coded #3 will be transferred to the system punchlist by the Test & Start-up Coordinator and so noted on Form GP-723-13.
TOMPKINS-BECKWITH, INC.
No?
~3?-36 m
Jacksonville, Florida Rw.
C TITLE:
Page 5
of 14 N
6.4.4 The following is a Generic Disposition for ARC k
strikes and minor defects and may be used with-out Form GP-723-13A. The Inspector will note acceptable results on GP-723-13 per 6.4.1.
6.4.4.1 ARC Strikes less than 102 of wall thickness may be removed by buffing, grinding or filing. The removal area must be PT'ed for acceptance for all ASME Sec.III piping.
b 6.4.4.2 Minor defects less than 10% of wall thickness or veld spatter may be removed by buffing or grinding.
6.5 Test & Start-up will maintain the originals of Form GP-723-13 and the acceptance of each items will be noted by the Inspector's or Engineer's initials and date. The original of the completed form will be forwarded to the vault by the Test & Start-up Coordinator.
6.6 Deleted 6.7 The Test & Start-up Superintendent develops the specific test instructions for that system or sub-system, obtains the necessary approvals of the procedure as per-TEP-42,in accordance with Ebasco procedure ASP-IV-63, and makes prep-arations for the actual test.
6.8 When all preparations have been made, the test is conducted per Section 12 of this procedure and the results recorded on Form GP-723-18.
7.0 RETESTING OF PARTIAL SYSTEMS 7.1 Any modification which would nullify a portion of a system test must be reviewed by the Project Enigneer prior to initiation of rework on the system to establish further test or retest requirements.
7.2 The Project Fngineer notifies the Test and Start-up Coor-dinator of the proposed modification and the system is returned to construction by a construction work authoriz-ation from LP & L.
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TOMPKINS-BECKWITH, INC.
No TBP-36 Jacksonville, Florica "C"
R w.
TITLE:
6 14 HYDROSTATIC-PNEUMATIC TEST PROCEDURE Pgg of N
7.3 System rework will be accomplished and documented in accordance with approved procedures and the system trans-ferrred back to the Test and Start-up Superintendent for-'
flushing turnover to Ebasco and for retest, if necessary.
8.0 PREREQUISITES 8.1 Expansion j oints shall be restrained for additional pres-sure loads under test conditions if required by the Proj ect Engineer.
8.2 Systems designed for gas or vapor service under-going a hydro-test must have spring hangers pinned or additional supports as necessary to support the weight of the test fluid.
8.3 Hydrostatic testing will not be performed until all hangers or supports have been installed or until temporary hangers have been installed which will adequately support pipe and hydro water.
9.0 SPECIAL TEST EQUIPMENT 9.1 Test pressure gauges shall be calibrated against a standard dead-weight tester or a calibrated master gauge.
The gauges shall be calibrated before and after the test.
Form GP-723-117 is to be used to document results of calibration and will become part of hydrostatic test package.
NOTE: In order for the test to be valid, one gauge must pass the post-test calibration.
9.2 Indicating pressure gauges shall preferably have dials grad-usted over a range of about double the intended maximum test pressure, but in no case shall the range be less than 1 1/2 or more than 4 times test pressure.
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J TOMPKINS-BECKWITH, INC.
No T32-36 Jacksonville, Florida R w.
C TIRE:
7 14 p
_ of F.YDROSTA"*IC-F.LW'IC "JSI PROCEDIRE 9.3 A pressure gauge shall be visible thoughout the test to the operator controlling the pressure.
Two gauges shall always be used such that if one gauge fails to pass its next cal-ibration, it will not invalidate the test.
9.4 only calibrated temperature indicators shall be utilized during testing performance.
10.0 LIMITS AND PRECAUTIONS 10.1 If the pressure test is to be maintained for a period of time and the test medium in the system is subject to expan-sion, or the capacity of the test pump could readily exceed' the system pressure, precautions shall be taken to avoid excessive pressure.
A relief valve set to 1 1/3 times test pressure, and of output equal to or greater than that of th'e test pump, is recommended during the pressure test.
10.2 Butterfly valves shall not be used for shutoff purposed during testing without written consent of the Engineer.
10.3 The test area should be roped off and cleared of all unnece-ssary personnel during the performance of tests greater than 300 psig.
Ebasco Safety Department must be notified to all tests above 300 psig 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> prior to test.
Precautions and safety will be implemented for all testing.
10.4 Instruments or equipment which cannot be subjected to the particular system or subsystem test presssure shall be isola-ted from the test.
Shutting an isolation valve will not protect the componenet if the valve seat leaks.
Isolated components shall be vented where possible to prevent pressure build-up.
Heat exchanger drains on the unpressurized side shall be open for venting and leak detection.
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TOMPKINS-BECKWITH, INC.
TBP-36 No Jacksonville, Florida
.c.
Rev.
TITLE:
8 14 EYDR0 STATIC-PNEUHATIC TEST PROCEDURE Pay of 10.5 Calculation of test pressure to be in accordance with ASP-IV-63.
Maximum equipment test pressures will be provided by Ebasco.
11.0 SPECIAL CONDITIONS 11.1 Vents shall be provided at all high points on piping system to purge air from the system prior to hydrostatic testing.
11.2 Mechanical or pressure retaining veld joints of ASME Sec.III systems to be inspected must be accessible for inspection, i.e.,
not buried, embedded or covered by insulation. A pressure decay test may be used in 1*Ju of the above to verify integrity if a line which was previously tested has suspected damage or is otherwise -
questionable.
Non-Safety (ANSI B31.1) systems (Excluding Main Steam) may be insulated prior to hydrostatic testing (Ref.3.16).
When a system is insulated the minimum test duration will be two (2) hours.
11.3 Minimum Hydrostatic Test Temperature
,p3 11.3.1 For stainless steel systems the test. temperature minimum shall be above freezing (320F).
11.3.2 For Carbon Stesi and Low Alloy Steel Systems the minimum test temperature shall be 500F.
Exceptions to the 500F minimum will be evaluated and approved by Ebasco on a case by case basis as necessary.
11.4 Leakage from temporary gaskets, seals or test gear connections which are installed for the purpose of conducting the test and which will be replaced, may be permitted unless leakage '-
exceeds the capacity to maintain system pressure.
11.5 System safety valves set at less than test pressure should be gagged or removed and their flanges blanked.
If a safety valve must be gagged, care shall be taken to prevent damag-ing valve seats or spindles.
Relief valves which are gagged must be identified on GP-723-104 so that they are returned to operating status prior to start-up.
E' TOMPKINS-BECKWITH, INC.
No '
T3?-36 Jacksonville, Florida C
R w.
TITLE:
9 14 Pap of DIROSIATIC-PNAIIC ESI PROCEDLEE 11.6 When changes to the test configuration are necessary after the original Test Data Sheet has been initiated, the change shall be effected by completing Form-GP-723-16 and attach-ing it to the original Test Data Sheet.
If the change doesn' t involve hydro boundaries, such as test gauge reloc-ation, test pump hookup point, etc., or if the original boundaries are reduced, the Test and Start-up Coordinator, and QC Inspector, and LP & L Representative only must sign the change notice. If the change involves increasing the test boundaries, the change notice must be signed by all parties approving the original test, and new responsiblity transfer and walkdown must be initiated per Section 6.0.
11.7 Water quality will be specified by Ebasco prior to filling the system.
Ebasco will supply T-B with a water quality analysis, notifying T-B immediately if the demineralized water, where required, is unacceptable for usi,ng in testing.
12.0 GENERAL TEST INSTRUCTIONS 12.1 Performance of each individual test shall be in accordance with a specific test procedure.
12.2 The following personnel shall be contacted prior to test
- being conducted per ASP-IV-63:
A.
ANI (For Class 1,2 & MC Items Only)
B.
QC Inspector C.
Ebasco Start-up Representative, who will contact D.
LP & L Start-up Representative 12.3 The Te st & Start-up Superintendent,or his designee, shall mark up the lines to be tested on the proper. drawings.
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-r TOMPKINS-BECKWITH, INC.
No IEE"N _
Jacksonville, Florida C
Rw.
TITLE:
10 of it p,
FEROST.ATIC-PhTJ%'"IC TF.Sr PROCEDURE 12.3.1 Boundary valves, test connections, vents and drains to be opened on adjacent pipe shall be shown.
12.3.2 A valve listing which indicates which valves are opened or closed during the test shall be included with the mark-up drawings.
All temporary attach-ments, blanks, removed valves, etc. will be includ-ed on the valve lineup sheet. (GP-723-104) 12.4 The Test & Start-up Superintendent shall establish proper boundaries as safety barriers. All. valves within the test boundaries shall be tagged by TLP&L with "DO NOT OPERTATE" tags in accordance with the approved site tagging procedure valve tagging requirements for In-Service Tests may be waved by the Test & Start-up Superintendent.
12.5 Hydrostatic Test 12.5.1 Fill system' slowly, watching 5cr leaks.
12.5.2 Avoid splashing and overfilling.
12.5.3 Protect against possible water on electrical equip-ment.
12.5.4 Vent air and establish a "hard" system 12.5.5 Approach test pressure slowly with intermdiate stops at 1/2 test pressure, 3/4 test pressure, maximum design pressure and actual test pressure.
12.5.5.1 Test pressure above 500 psi shall be advan-ced in 100 psi increments, with 2 minute wait between increments.
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~3E"30 TOMPKINS-BECKWITH, INC.
No Jacksonville, Florica C
Rw.
TITLE:
Page 11
' of 14 HEDROSTA".'IC-PNEllE".'IC Ti.ST PROCEDURE 12.5.6 Maintain test pressure for a minimum of 10 minutes.
12.5.7 Examination 12.5.7.1 Following the application of test pressure for ASME Section III systems, examination for leakage shall be made at design pres-sure or at 3/4 the test pressure, which-ever is greater, except in the case of pumps and valves, as stated in paragraph 12.5.7.la of this procedure.
12.5.7.1 (a) Pumps and valves shall be examinined at test pressure.
The test pressure shall be maintained for a minimum of 10 minute's and for such additional time as necessary to conduct the examination for leakage.
12.5.7.2 Examination of B31.1. systems shall be at test pressure.
12.5.8 Record Test Data on the Hydrostatic Data Sheet.
12.5.9 Vent system following a test.
Drain if required by the Engineer.
Use the approved disposal method for the test medium.
12.5.10 order danger tags removed as necessary and restore the system to post test configuarion (per valve line-up list), or the required condition for lay-up.
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N TOMPKINS BECKWITH, INC.
No "S?-36 Jacksonville, Florida Rw.
C TITLE:
j pgp 12 of 12 HYDRDSIA~IC-PLMC TEST PROCEDURE 12.5.11 Check system for removal of all test appartus and temporary attachments as listed on GP-723-104.
12.6 PNEUMATIC TEST 12.6.1 Pneumatic Testing may be used in lieu of Hydrostatic Testing, only when the following conditions exists (A) Components, appurtenances or systems which are not readily dried are to be used in services where traces of the test medium cannot be tolerated as specified by Ebasco.
(B) Components, appurtenances or systems are so designed or supported that they cannot be safely filled with water.
12.6.2 Dele ted 12.6.3 Same as 12.4 12.6.4 Test equipment shall be examined prior to test pressure being applied to ensure that it is tight and that all appurtenances not subject to the test are isolated by valves or disconnected.
12.6.5 The test pressure shall gradually be increased to not more thant one-half of the test pressure, af ter which the pressure shall be increased in increments of approximately one-tenth of the test pressure until the required pressure has been attained.
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A TOMPKINS-BECKWITH, INC.
No TEF-36 Jacksonville, Florica R w.
C TITLE:
13 p,
of 14 HYDROEATIC-PNELNA"'IC 'EST PROCEDIRE 12.6.6 Maintain test pressure for a minimum of 10 minutes.
12.6.7 Examination shall be as called for in 12.5.7.
12.6.8 Record test data on Form GP-723-18.
'12.6.9 Release system pressure, remove safety tagging and restore system to post-test configuration, or the required conditions for layup.
(Per Valve Line-up List) 12.6.10 Check system for removal of all test apparatus and temporary attachments as listed on GP-723-104.
13.0 DOCUMENTATION 13.1 Walkdown prior to testing and verification of rework of discrapancites will be documented on Form GP-723-13.
Dispositions for discrepancies will be done on Form GP-723-13A.
13.2 A copy of all safety related system Hydrostatic / Pneumatic Test Data Sheets, Walkdown Sheets, and Test Change Notices will be filed in the applicable Traveler by the QC Inspector.
13.3 The original will be forwarded to QA Document Controller for filing in the Master File.
14.0 ACCEPTANCE CRITERIA 14.1 Acceptance Criteria shall be defined in the written instruc-tions for each test.
15.0 AUDITING 15.1 Implementation of this procedure shall be audited by Quality Assurance in accordance with Tompkins-Beckwith, Inc., Pro-cedure TBP-8.
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I TOMPKINS.BECKWITH, INC.
No TBP-36 Jacksonville, Florida R w.
"C" TITLE:
p.g.
of 14 14 HYDROSTATIC-PNEUMATIC TEST PROCEDURE 16.0 EIBIBITS 16.1 Hydrostatic Walkdown Check List (Forms Guide Attached)
Fo ra GP-7 23-13 Re v.2.
16.2 Hydrostatic / Pneumatic Test Change Notice (Forms Guide Attached) Form GP-723-16.
16.3 Deleted 16.4 Hydratatic/ Pneumatic Test Data Sheet (Forms Guide Atta,ched)
Form-CP-723-18.
16.5 Hydrostatic / Pneumatic Test Inctruction GP-723-103.
16.6 Valve Line-up List / GP-723-104.
16.7 Wald Check-off List / GP-723-105 Rev.1 16.8 Hydrostatic Walkdown Checklist Disposition Form (GP-723-13A).
16.9 Request for test gauge calibration Form GP-723-117.
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Q" By Me * # #
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The =4 *4== anchor spacing and edge distances ~ for affective anchor performance is as follows.
(1).
Drilled in expansion bolts within a plate shall be in-stalled according to bolt spacing requirements as shown on the applicable Ebasco design drawings such as B288 series, 3430 series and G896502.
(2).
Drilled 3.n expansion bolts for adjacent plates shall
. be installed with a minimum bolt spacing of 10 times diameter of the larger bolt, unless otherwise approved by the Engineer.
t (3).
M n4=n= distance front concrete edges for all drilled in expansion bolts shall be 5 bolt diameter as per manufacturer's re<a===ndation, unless otherwise approved by the Engineer.
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FORP.S EU8DE FOR GP-723-13 INSTRUCTIONS FOR COMPLETING THE HYDROSTATIC WALKDOWN CHECKLIST Activity responsible for completing Form GP-723-13:
(ANI) - Authorized Nuclear Inspector (E)
- (Engineer) Project Engineer or his designated representative (QC) - QC Inspector 1
(1)
(QC) or (E)
List Hydrostatic Test Data Sheet number.
1 (2) (QC) or (E)
Person perfoming walkdown, review total document -
for adequate and completeness, sign and date.*
Enter name and date of ANI who performed the walkdown.
(3) (ANI)
I Enter the correct discrepancy class as required for (4) (E) each item.
1 - Completion required before test.
1 - Completion required before sign-off of Test Data Sheet.
4 3 - Transfer to Punchlist.
4 j
Enter item number by each discrepancy.
(5)
(QC)
Enter a short clear description of discrepancy and (6) (QC) list drawing number it is located on.
Enter l ocati on ' of^ili screpancy.. r.com.,nombe r, Jelevation, (7)
(QC) building, etc.
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(QC) or (E)
After corrective action has been completed or dis-crepancy, the Inspector or Engineer will close out item by signing his name.
Enter date item was signed off.
(9) (QC)
List to be attached to and filed with the Hydrostatic Test Data Sheet.
- NOTE: Walkdown gerfodned by the QC Inspector will denote that there is no 4", 45, Heat W6719 E11 installed.
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Fom CP 72316 kata de-: f3 Pr:je::-
i MYDROSTAT! /DNEUMTT: "ES CMANGE NOTI *I TEST NUMBER b
CHANGE NU SEE TYPE OF TEST b
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FORMSEUIDEFORFORMGP-723-18 (NYDR0 STATIC /PNEUP% TIC TEST CHANGE NOTICE)
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This fom is initiated by the person supervising the test.
h Enter test 'or re-test numer.
h Enter sequential change numoer for this test.
h Enter hydro or pneumatic test, as appropriate.
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Description of system as stated in tna procedure.
h Enter enange desired.
Indicate in detail for review purposes exact oescription of intended enange. Givedrawingnumoer
_..and drawing coordinates, if possible; extent of impact on
.. balance of test (if any); additions or deletions of test ecuipment, etc.
Extensive change (particularly expansion of.1 test boundaries) may recuire additional infomation to obtain aceroval..
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Enter signe cure of Test Engineer and date.
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- signature cf QC Inspector and cate.
_,,, kh Enter signature of QA Supervisor and date.
h h Enter signature of Project Engineer and date.
h h Enter signature of Test and Startuo Coordinator and date.
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Enter signature of LP & L Representative and cate.
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NOTE:
Items 10 through 17 are entered only as alfplicable(per the procedure)"~~
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TOMPKINS-BECrJITE, INC.
WATERFORD #3 PROJECT Tsem GP-723-18 Rev. 4 HTDR0 STATIC / PNEUMATIC '"ES" DATA SHEE-TEST NUMBER SYSTEM / COMP 0tiENT h DRN. TING (S) h w
TEST BOUNDARIES: h Test Mediums (A) Potable WateE,
5 Disposal Method b
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(B) Dominera112ed Water
-(C) Other b Design Pressure h
- se Pressure b Min. Test Temp.
'T(As specified
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by Ebasco)
(Maximum Component - Media Temperature Differantial 25'F) i Engineering verification of System Ready for Hvdro or Pneumatic Tests i
h Pipin5:
Title b
Date v
Bangers h
Title h
Date Test Performance h
Temp: Metal b Media Time System Beld At Test Pressure b Static Pressure h Gauge #1 h
Gauge #2 d6I)
Visual hamination Satisfact ry Exception (see below)
Ratest Necessary:
No Yes (see below)
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Exceptions, comments and/or definitions of sections requiring ratest:
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l Tes Test Change Notice Attached No Test Gauge No.: b Calibration Dates h Location:
b Test Gauge No.: h Calibration Dates b Locations h
Test Gauge No.: b Calibration Dates b Locations b
v w
WITNESSED BT ACCEPTED BT b
h ESASCO QC INSPECTM DATE h
b LP&L START-UP RIP.
ANI DATE OTHER WITNESSES' Test & Startup Coord. DATE
FORP.S CIDE FOR FORM GF-723-18 HYDRCSTATIC/PN!!MATIC TEST DATA SHEET Key for detemining individual or deoartment responsible for entering da a on Fom GP-723-1E :
A Prcject Engineer 5
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C Ouality Cont o1 D
Test and Startup Coordinator E
Other Witnesses h
, Enter Test humoer.
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'A h Enter name or identification of system / component.
h Include drawing numbers as appropriata..
A A
Enter complete desc-iption of test boundaries including
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. s.. valve and/or weld numoers to be tested, portions of system to be excluded from test, etc.- valves ooen or closee - Bilne.-.
Flenges (, vent. Include extra sheets, if necessary.
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If the *.est medium is water, check appropriate square.
A
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~[ ~ If the test medium is other then water, check appropriate souare A
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and specify medium. *
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Enter disposal method as called for by the Engineer.
A h h
' Enter data from line list.
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) Enter appropriate signature, title and date of signature...
k hhh Enter appropriate signature', title and data of signature '
D 6
Enter app-opriate data.
Enter statie pressure D
h
.En.ar.aporonriate
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D Sheet l'of 2 7..
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Continuatier c' Fe-es Guide foe Fom G -D-18 h
If.the visual examination is satisfactory, check appropMate C
squart.
h If the visual examination has exceptions, check app onMate D
square.
h If a retast is not necessary, check nopropriate square.,
D D - h If a retest is necessary, check appropriate souare.
h If items'19 or 21 were checked list tne exceptions, coments D
l and/or oefinitions of sections recuiring retest, and other appmpriate infomation. Check yes or no block to indicate use of Fom GPr723-16.
@gg Enter appropMate information.
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@b8 h
Enter toproofiate signature an'd.date of signatum I
h Enter amorooMate signature and date of signatum,
E h
Enter apercoriate signature (Level II or III) and date of signature
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C h-Enter approoMate signature and date of signature B
h Enter appropriate signature and date of signature D
h Inter appmeriate signature, date of signatum and nana of organi:ation E
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Sheet 2 of 2
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HYDROSTATI;/*NEUMATI: TI5~ INSTRUC IONS 1
Test Nummer:
Systa=:
he:
Equipment Required:
v Prerequisitas:
A.
All valves must be tagged with Ebasco " DANGER-DO N"i OPERATE" sags.
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y Inspe:-ion Me nod:
Accec.ance CriteHa:
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1 A :.achments:
A.
Hydrostatic / Pneumatic Test Data Sheet 1.
Sounnary Drawing C.
Valve Line-up List D.
Weld List I
F.
Tas't Ins: u: tion Appreval:
t NAME COMPANY DATE
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T-9 Test S S:srt-Uo Coordinator i
T-B Droieet Encineer T-5 OA Suoe M sor 1
EDES:o 1
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c TOPP' If!$-5E XWITH, INC.
GF-723-104 va.vr :.n.r :.:s-
___ NUM"n_?
s :.s s PAGI NUMBER RD'ISION NUMEER 4
=57 VI?.:T::ZD 3Y POST TIET VIE"r:Z: 3Y,
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s Re v. 1 REVISION NUu2ER ym n. eu...~y..or: t. w.. i PAGE OF i
DRAWING AND NO. OF SATISFACTORY LINE NO.
REVISION WELDS INSPECTED Q/C ANI IAILURE/ WELD
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- s Form GP-723-13A HYDROSTATIC WALKDOWN CHECKLIST DISPOSITION FORM ITEM DISPOSITION OF DISCREPANT CONDITION FOR ITEMS NOT SIGNATURE AND NUMBER COVERDE BY GENERIC DISPOSITIONS DATE (EACH IT-FROM EM MUST BE WALKDOWN SIGNED).
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4 FORM @-723-117 REV.0 TO FiCNS-BEG"MIH, INC.
~ hum f3 PROJECT W.qutSI FOR TESI GM.1GE CALIBRtJION 4
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t TEST NINBER O PRE-H FI O POSI.2ESr TEST PRESSW E THESE GWGES WIII BE OR 1RVE M IEED FOR ACCEPIANCE OF THE i
ABOVE TESI, AND THEIR ACCLEACY NEEDS TO BE VERIFIED PER TQEKINS-BEC NIIH QAM, PARA 2 APH 6.10.2.
M "5: REIURN TO TESI & STARI IP O Gall 2S ARE WIIHIN ACCEPIABE TOIERANCE.
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TOMPKINS BECKWITH, INC.
No.
73P-43 Ii i
Jacksonville, Florica I
a R ev.
i TITLE:
d age GENERAL WELDING P2PA!R PROCEDUPI 4.2 Post Process Repairs - shall be those that are made subsequent to the final completion of the weld =ent.
This for= of repair shall include any for= of mechanical or welding work done on the veld =ent, including a co=plete cutout.
5.0 RESPONSIBILITY 5.1 The Welding Supervisor is responsible for selecting the qualified welding procedure for the specific weld repair to be performed and for preparation of the required Weld Record Sheet as required in the procedure.
5.2 The QC Engineer is responsible for the review and verification of documentation generated for veldment repair.
6.0 INSTRUCTIONS 6.1 Defects requiring repair shall be removed using abrasive wheels filing, thermal or are gouging or other satisfactory methods of defect re= oval.
6.2 Areas in Class 1, 2 & 3 components, other than those detailed in Paragraph 6.3 or 6.6 of this procedure, shall have defect removal verified by PT or MI.
6.3 End preps which have been damaged or otherwise do not conform to design =ay be repaired using this procedure. Repair of end preps doe's not require engineering approval.
Any welding done to build up end prep must be done by a welding procedure which is qualified to join the base material and must be done by a qualified welder or welding operator.
Identification of welder, welding procedure, preheat and filler material used must be documented on the Weld Record Sheet.
No other documentation is required.
6.4 Defects other than weld preps are described on a Discrepancy Notice, NDE Report, FCR or other Engineer approved form. Defects other than f 7
weld prep repairs mentioned above and reoccurring cracks will be
- g brought to the Project Engineer's attention for disposition.
G 37%}
%7 '%0 6.5 Surface Defects o
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6.5.1 Weld surface defects shall be re=oved by grinding er,mashinig 9,'
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and nc: repaired by welding, providing:
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T-B OA RECORDS
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f._m TOMPKINS.BECKWITH, INC.
N o.
I3P-E3 Ja:ksonville, Florida Rev.
TITLE:
3 e
S, GENERAL WELDING P2 PAIR PROCEDUPI age I
A.
The remaining thickness of the Section is not reduced below the mini =u= calculated design :hickness.
I B.
The depression, after defect elimination, is blended unifor=1y into the surrounding surface.
l C.
The area is exacined, af ter blending, by a magnetic par:1cle or liquid penetrant method, in accordance with the applicable subsection of the Code, to ensure the defect has been re=oved or the indication reduced to an acceptable limit.
6.6 Defects Requiring Repair by Welding 6.6.1 Excavations in weld metal, when repaired by welding, shall be removed by mechanical means or by thermal gouging processes.
6.6.2 When thermal gouging is utili:ed, an additional 1/16" of metal shall be ground out beyond the area gouged to assure sound, smooth metal.
The area shall be prepared in such a manner that the acces-sibility to the base of the cavity shall not be i= paired so that the welder can manipulate the electrode or torch functionally wi:hin the cavity to assure proper welding.
The area prepared for repair shall be examined by a magnetic particle or liquid pene-trant method, in accordance t.-ith the applicable subsection of the code.
6.6.3 When a repair requires a consu=able ring to be partially ground out because of a defect in the root, the area shall be repaired using a welder qualified to join open roo: welds. Joint design and thickness li=1:ations do not apply to this type of repair.
The LP test will not be used if the interior of the pipe or the backside of the weld will be exposed to the penetrant.
6.6.4 All weld repairs shall be made using veld materials, welders and welding procedures which have been certified or qualified in accordance with the applicable subsection of the code.
6.6.5 Welds rejected by PC and repaired by this procedure will have the repaired area radiographed as follows:
WINI@W GbWp d
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I TOYPKINS BE CKWITH. INC.
Proc.
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C o ca No.-
73 P-U TI TL E -
'i R ev. _
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PIPING INSTALLATION 6 2.5 Arc strikes shall not b outside of weld preps. e purposely made on piping base metal items, outside of the weld prep Any arc strikes found on safety r l TBP-12, Nonconformances and Discridentified o E
. shall be documented and e ated e, per the requirements of surface examined by M.T. or P.Tshall be removed epancies.
The arc strikes n
has been reduced below the minimum r. unless the pipe wall ng and the resultant conditions weld metal shall be added t equired.
minimum wall thickness until the area io the area of
/
Under these t
approximate contour of the surroundin s built up to the
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an R.T. shall be required for final arepaired area I,
The
.T. or P.T. and then performed the repair shall apply his id L
cceptance.
adjacent to the repaired area.
entification stamp
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The welder who f
6.2.6
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j Repair Procedure. Weld repairs shall be in accorda nce with 'TBP-43, General Welding 6.2.7 Preheat and interpass temperatures k:
heating and Interpass Temperatt re Pshall be as per TBP-30, P (j
11 6.2.8 rocedure.
Ground leads from welding machine p
structural or reinforcing steel willwork so that unco c
rent pathways through are strikes.
not develop unintentional 6 2.9 Power leads to preheating and stre blankets or other Engineer approvedbe isolated ats by use of insulating are damage.
QC shall monitor this requirement for comethod in order 6210 Where longitudinally seam welded mpliance.
longitudinal welds in adjoining sectipipe or fittings are nsed minimum of 90* during fabrication or inst llons shall be stagge.
6.2 11 rial Control Procedure. Welding material shall be controll a ation.
ed as per TBP-3, Weld Mate-6.3 Installation of Valves
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6.3.1 the pipeline (unlessAll valves shall be in the open other, vise recommended by valve vendpositio Engineer).
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