ML20148L995
| ML20148L995 | |
| Person / Time | |
|---|---|
| Site: | Sequoyah  |
| Issue date: | 02/18/1987 |
| From: | Nandini Sharma TENNESSEE VALLEY AUTHORITY |
| To: | |
| Shared Package | |
| ML20148L965 | List: |
| References | |
| SMI-O-317-52, NUDOCS 8801280264 | |
| Download: ML20148L995 (16) | |
Text
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- . INFCMATION ONL't l -
. TENNESSEE V6LLEY AUTHORITY SEQUOYAH NUCLEAR PLANT
. SPECIAL MAINTENANCE INSTRUCTION SMI-0-317-52 INSTRUMENT LINE CLAMP INSPECTION Units 1 and 2 Revision 1 PREPARED BY: N. Sharma RESPONSIBLE SECTION: Mechanical Maintenance REVISED BY: N. Sharma SUBMITTED BY: _ M ![ #
Respo'n'sible Section Supervisor PORC REVIEW DATE: bb}OS07 APPROVED BY:
Plant Manager -~ ~ ~~' ~~
DATE APPROVED: EE310103l ,_ , , , . ,
1 Reason for revision (include all Instrhetion Change Form Nos.):
i Revised in accordance with ICF No.87-071, PORC reviewed and aooroved 01/20/87.
The last page of this instruction is number: 12 8801280264 DR 880124-p ADOCK 05000327 PDR O
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SEQUOVAH NUCLEAR PLANT l i PLANT INSTRUCTION REVISION LOG SPECIAL MAINTENANCE INSTRUCTION SMI-0-317-52 REVIIION Date Pages REASON FOR REVISION (INCLUDE COMMIT-LEVEL Aceroved Affected MENTS AND ALL ICF FORM NUMBERC)
New Instruction- CAP #173.03 in response .
0 01/09/87 ALL to ECTG Element Report No. 173.03.
' ~_ . _ _ Revised.in accordance with ICF No.
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(({ } @ jgg7 87-071,'PORC reviewed and approved 1 3,4,7 01/20/87.
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. SON 4 SMI-0-317-52 Page 1 Revision 0 1.0 PURPOSE _
The inspection program described below is to be performed to determine that installed tubing hangers meet the required span criteria and to find any missing hanger. A review of final results will be performed by DNE to '
ensure that existing tubing hanger installations are 8 adequate to meet their design functions and to specify additional corrective actions, if required.
2.0 SCOPE Tubing hangers to be inspected have been randomly chosen from universal printout and modification log books from different systems, and locations throughout Unit 1 and Unit 2 (except Turbine Building) and hangers are without insulation, by designated engineer. The initial sample size will be 83 tubing hangers. If the discrepancy rate is more than 5 percent of the initial sample, a subsequent sample size will be selected and incorporated as an attachment.
NOTE: Any subsequent lots shall be selected after DNE's evaluation of inspection~~" results of previous lots.
- - 3. 0 - REFERENCES - - -- - - ~ ~ ~~
3.'l ECTG Element Report 173.03 SON R1 3.2 47A050 General Notes 3.3 Unistrut General Engineerin*g Catalog 4.0 PREREQUISITES i 4.1 Designated engineer shall provide a work request (WR) for each unit to originate work performance in J
accordance with this SMI.
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. . SON SMI-0-317-52 Page 2 Revision 0 4.0 PREREQUISITES (continued) . _
4.2 The designated engineer shall provide field data packages for tubing hangers. Separate data packagas for each hanger as listed in Appendiz-A. The data
. __, package consists of following items.
- Data Package Cover Sheet Data Sheets 1 and 2 Hanger Map (if available)
Field sketch showing hanger to be inspected (optional)
- Copy of computer print from universal file or modification log from DNC (if available and for information only)
.
- Hanger Drawing a
variance (if available)
Mechanical drawing (if available)
The data package shall be numbered by the hanger number prefixed with the designation SMI-0-317-52.
As constructed drawing shall be used in the package if
, available. ,
- 4. Mangerwalkdownshallbeperfohmed$$Iingmode5and
- 6. - '
4.4
" Desfgnated engineer shall obta'in required radiation work permits (Rh'?) .
4.5 The following tools and equipment should be available for performing in,spection.
Flashlights .
Tape measures, scales, dtc.
Hanger-identification ta'gs - - - --
Safety equipments such a's body belts and lanyards
- 4.6 Scaffolds or temporary ladders shall'be installed and removed after inspection work as needed to gain access to selected inspection items.
4.7 The designated engineer shall provide a briefing of the inspection requirements of this procedure to the QC inspectors and document.
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SON SMI-0-317-52 page 3 Revision 1 5.0 PRECAUTIONS 5.1 Compl[withindustrialsafetyregulationsas contained in HCI-M2 and HCI-M3.
5.2 Adhere to all plant radiological and safety procedures.
6.0 PERFORMANCE OF WORK This instruction is a preplanned guide that establishes planning requirements, work performance instructions and documentation of work in the required sequential order.
6.1 Work planning The designated engineer shall complete planning of work and record the required information for each s tubing hanger on each package.
6.2 Method of Inspection (Data Sheet 1)
The designated engineer will identify which line on the applicable hanger is being veried.Ior span.
This shall be accomplished by hanger map (if applicable) or field sketch,which designates actual _ _
tubing configuration and identification by this inspection area which includes instrument number, Root Valve Number, etc., if field sketch needed, QC shall verify configuration and document on sketch. -
Engineer shall also sign sketch for verification.
6.2.1 The span between two hangers will be measured and documented on data sheet. Check two spans before and after the specified hanger. Spans will be verified by QC inspecror and recorded by the designated engineer. QC inspector will sign as verifier. A sketch'of tubing configuration shall be included with every data sheet. This will be either a hanger map or field sketch.
6.2.2 Check bolt tightness of hanger by hand and record on data sheet.
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SQN SMI-0-317-52 Page 4 Rev.sion 1 6.0 PERFORMANCE OF WORK.- (continued) 6.2 (continued) 6.2.3 Check for missing,' damaged and tightnessJaf instrument c'. amps or those clamps other than those allowed in 47A050 notes, sheet 17, on all-lines on the designated support.
6.2.4 QC to verify hanger in accordance with typical hanger drawings for any other condition which could prevent hanger from i performing required function. Document in l
i additional comment area for items that can't be verified (i.e., hole diameter in unistrut, anchor,-tightness, etc.), if so state "not able to verify" in comment section.
6.3 Reporting Discrepancies to DNE 6.3.1 The designated engineer shall provide inspection Data Sheets 2 and 3 to DNE for review. DNE shall complete Data-Sheets 2 and 3 and return to the designate 4.. Maintenance Engineer.
Designated Engineers List
- 1) N. P. Sharma
- 2) A. Khanna
- 3) K. Chopra -
6.4 Corrective Action .
6.4.1 If DNE evaluates discrepancy and recommends corrective action, the work shall be performed in accordance with SOM2 or AI-19 as required.
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. SON SMI-0-317-52 ,
Page 5 l Revision 0 DATA PACKAGE COVER SMEET Instruction
Title:
Instrument Line Clamp Inspection SMI-0-317-52 Data Package No. SMI-0-317-52 Unit No.
Equipment Identifier Component Name Tubine Hancer CSSC Equipment Yes No Initiating Document WR B-Isometric / Hanger Map Drawing No.
Mechanical Drawing No.
Flow Diagram Drawing No.
Planned By /
Designated Engineer Date
.SMI Data Sheets Attached
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Finni Review
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Designated Engineer Date
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.r--- Responsible Supervisor Date- -------
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QA Date l
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SMI-0-317-52 Pace i Revision L DATA SHEET-1 Type of Support Support Identification Type-of Clamp System No.
Clamp Catalog No.
Tubing Sise Tubing Material Building Floor Elevation Location Span Measurements: Measure Two Hangers Both Sides L1 d. L2 d. L3 J. L4 j L1
( .- ( ,( .
v i, s s, ., -L2 2nd Ist 'A' ftt ^2nd Hgr. Mgr.
'\ Hgr. Hgr. L3 or
- or anchor Hgr. selected anchor L4
. Pt. for reference pt. ,
point (see attached sketch for tubing configuratidnf ,.,
Bolt Tightness (ch'eck by.. hand) Loose _~ Tight Any component of hinger missing or improperly installed wrong.
No Yes If yes, explain
- -"NOTE: The QC inspector was briefed by the designated engineer (as required in accordance with step 4.7) prior to performing inspection and understands the requirements of this SMI as attested by signatures below.
Recorded By /
Designated Engineer Date
' Verified By /
QC Inspector Date
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SMI-0-317-52.
Page 7 Revision 1 DATA SHEET J Insoection Data Summarv Corrective For Action DNE Review And Recommended Data Package No. SMI-0-317 Discrepancy No. SM1-0-317 The discrepancy designated engineer. log should be maintained by the _
Support Drawing No, Isometric / Hanger Map Drawing No. Mark No.
Mechanical Drawing No.
Span Measurements:
1 L '. I L2 L3 L4 I l I L1 i l 2nd 1st L2 1st 2nd Hgr. Hgr. Hgr.
or Hgr. L3 ...-.
anchor or Hgr. selected - anchor , _ , . _ _ _ . _ . . . _ _ _ - - -
'~ pt. L4 -- " - ~
for reference pt.
point (see attached sheet for actual configuration)
Additional Comments Data summary bv
/
Designated Engineer
, Date Submit Data Summary To DNE For Review
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. SQN SMI-0-317-52 Page 8 Revision 0 DATA SHEET-3 DNE Review And Evaluation.Of Tubine Hancer Corrective action required? Yes No If yes, explain,
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DNE Engineer Date Return Drta Sheet To Mechanical Maintenance Desianated Encineer
. Corrective Action and Documentation Performed Describe work performed. List WR or worn' plan, number used to accomplish' work or documentation.
s.
Corrective Action Pevi ewed. Installation Acce'ptable.
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QC Inspector Date
/ l Designated Engineer Date l 4
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- SMI-0-317-52 j Page 9 .
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