ML19344F286
| ML19344F286 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak |
| Issue date: | 10/01/1975 |
| From: | Crossman W, Hubacek W, Stewart R NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION IV) |
| To: | |
| Shared Package | |
| ML19344F268 | List:
|
| References | |
| 50-445-75-12, 50-446-75-12, NUDOCS 8009150077 | |
| Download: ML19344F286 (8) | |
See also: IR 05000445/1975012
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U. S. NUCLEAR REGULATORY C0m!ISSION
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0FFICE OF INSPECTION AND ENFORCEMENT
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REGION IV
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- IE Inspection Report Nos. 50-445/75-12
Docket Nos. 50-445
50-446/75-12'
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- Applicant:
Texas Utilities Cencrating Company
Category A 2
2001-Bryan Tower
Dallas, Texas 75201-
Facility:
Comanche Peak Steam Electric Station
Units 1 & 2
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Location:'
Glen Rose, Texas
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Type of Licensee:
Type of Inspection: Routine, Unannounced
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Dates of Inspection: September 11-12, 1975
Dates of Previous Inspection: August 14-15, 1975
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Principal Inspector: .. .
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R." C. Stewff7 Reactor Inspector
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Accompanying Inspectort M /, 97 T'2,/[m a f[
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W. G. Huba'cek,' Reactor Inapector
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Reviewed By:
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W. A. Crossman, Senior Reactor Inspector
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' SUMMARY-0F FINDINGS'
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Enforcement Action
A.
Items of Noncompliance
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Violations
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None
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Infractions
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'None'
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Deficiencies
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None
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B.
Deviations
None
II..--Licensee Action on Previously Identified Enforcement thtters
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Infractions
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75-10/A.2'a' - 1 Lack of Adherence to Procedure Requirements - Concrete
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Placement
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The inspector conducted a follow-up review of the corrective. actions
- taken by;the licensee as outlined in their letteriof response dated:
- September 5, 1975.- The; inspector had no further. questions'regarding.
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this '. item. . This matter is considered closed.
(DETAILS, paragraph 4)
75-l'0 /A.' 2. b
Lack of Adherence to' Procedure Requirements - Concrete
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The ins pector conducted a ' follow-up review of the corrective action taken
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by'the licensee as outlined in their-letter of response dated September 5,
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1975. The' inspector had no further questions regarding this item. This
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matter is considered closed.
(DETAILS, paragraph 4)'
- III. 'New Unresolved Items
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'R. W. Hunt Temporary' Procedure-
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. Evidence of-appr6 val of Temporary Procedure HT-513-9 by the-R. W.
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Hunt: QA Manager-could notibe found.- ^(DETAILS, paragraph 5)
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2.
~ Method ~of' Identification and control of Nonconformances
The CB&I Site QC Documents identify a' liner plate anchor stud
pt'31-out which was 'apparently caused by.a la=ination in the
steel plate. This problem is identified as an item of non-
conformance by CB&I; however,-it is not clear that'B&R and TUSI
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are handling the matter as an item of nonconformance.
(DETAILS,
paragraph 3)
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IV.
Status of Previously Reported Unresolved * Items
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IE Bulletin Status
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1.
_75-05 Hydraulic Shock ^and' Sway Suppressors
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The licensee's response, dated 6/11/75, indicates a hydraulic
shock suppressor supplier has not been selected for the
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Comanche Peak Station; however, the intent of the bulletin has
been satisfied.
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-This matter is considered resolved.
B.
CDR-H00507F4 - Reactor Building Over-Excavation
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The licensee is continuing geoiogical mapping of the area. A final
report.is to be submitted when corrective measures'are finalized.
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This item remains unresolved.
C.
CDR - Unit 1, Containment Building ' Base lht --" Cold Joint"
On July 24 the-licensee informed the IE Region IV office that the
construction deficiency, relating to the containment base cat " cold
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ioint" 1/ has been evaluated and considered to be a reportable
deficiency within the meaning of 10.CFR 50.55(e).
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The licensee submitted an interim report dated- August 26, 1975.
The
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final report remains outstanding.
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' Design Changes
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None
VI.
Unusual Occurrences
None
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L 1/ RO Inspection Report'No. 50-445/75-10,Section I, Item /A.2.a.
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VI E. Management Interview
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On Septcober 12, at the conclusion of the inspection, a meeting was
held with the following licensee representatives in attendance.
Texas Utilities Services, Inc(TUSI)
C. H.'Gatchell, Resident-Manager
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P. M. Milam, Site QA Supervisor
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_ Brown & Root, Inc. (B&R)
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H. C. Dodd, Project Manager
C. E. Bonin, Assistant Project Manager
P. L. Bussolini, Project QA Manager
D. L. Hansford, QC Engineer, Civil
W. E. Childress, Jr. , Proj ect Engineer
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L. E. Handcock, Subcontract Administrator
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Gibbs & Hill (G&H)
J. J. Moorhead, Resident Engineer
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R. V. Fleck, QA Supervisor
Freese & Nichols (F&N)
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J. M. Dodson, Resident _QA Manager
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W. L. McGrath, QA Administrative Assistant
The inspection findings, as contained in the Su=cary and Details Sections
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of the report,.were discussed.
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DETAILS
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Persons Contacted
Texas Utilities Services, Inc. (TUSI)
.C. H. Gatchell, Resident Manager
P. M. Milam, Site QA Supervisor
Brown'& Root, Inc. (B&R)
H. C. Dodd, Project Manager
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C. E. Bonin, Assistant Project Ibnager
P. L. Bussolini, Project QA Manager
D. L. Hansford, QC Engineer (Civil)
G. H. Fisher, QC Inspector
W. E. Childress, Jr. , Project Engineer
C. F. Clark, Field Engineering Subcontracts
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L. E. Handcock, Subcontracts Administrator
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Gibbs & Hill (C&H)
J.'J. Moorhead, Resident Engineer
R. V. Fleck, QA Supervisor
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R. W. Hunt Co.
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B. K. Kinkade, Level III Inspector
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Freese & Nichols-(F&N)
J. M. Dodson, Resident QA Manager
W. L. McGrath QA Administrative Assistant
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Chicago Bridge &-Iron (CB&I)
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W. H. Carter, Manager, Welding & QA Radiation Engineer
M.-Jeffers, Project Welding & QA Supervisor
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Report of Subjects Inspected
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1.
Scope of Inspection-
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The scope of the inspection was limited'to a follow-on review of previously
identified items of nonconformance and observations of work activities
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.during placement'of concrete for the Unit 1 containment building base mat.
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In addition,.tne inspector reviewed CB&I QA/QC Record Docunents related to
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the containment liner' installation.
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2.
Plan Progress
The overall plant progress is reported as 7.0% complete.
The second of three mass concrete pours for the Unit 1 containment
building base mat was completed on 9/12/75.
Preparations for the start of installation of reinforcing steel for
Unit 2 containment building base mat is currently in progress.
Constructior activities in other areas of the site appeared to be
progressing as scheduled.
3.
Unit 1 Containment Liner - QA/QC Record Review
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During this inspectior., the inspector conducted a review of the CB&I
QA/QC Record Documents related to the containment liner installation.
The reactor vessel cavity liner plates, in the containment base mat,
have been installed. Twelve bottom plates and 18 shell plates to the
805' 6" elevation are welded in place. The CB&I work crews are
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currently off-site and will not return until the containment base mat
concrete has been completed to the 805' 6" elevation.
The inspector reviewed the CB&I QA/QC records accumulated for the liner
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plate installation completed to date.
The records consist of 16 various
forms or drawings prescribed by the CB&I QA Program Manual.
During the review it was observed by the inspector that CB&I, Form 681,
"Nonconformance Control List", Itea #6, identified a anchor stud pull ~
out on plate, MK-20-17.
It was also noted that the plate was replaced
with a new plate marked 20-17-2.
In discussing this matter with the
cognizant CB&I representative, the inspector was informed that the
anchor stud pull-out was caused by a lamination in the steel plate, and
therefore, the plate was replaced.
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During subsequent discussions held with the B&R representatives, the
inspector was informed that the B&R QA/QC staff had-reviewed the item,
and in view of the requirements prescribed by ASTM A-20, B&R did not
consider the matter as an item of nonconformance; however, it was also
revealed that correspondence being generated by B&R and TUSI express a
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concern regarding the potential of other liner plates having similar
laminations. The use of UT inspection of the liner plate is being
considered.
During the exit meeting the inspector expressed h.is concern
in that the CB&I "Nonconformance Control List" does not provide a clear
basis for the nonconformance, nor is it clear as to the manner in which
B&R identifics, reviews, accepts / rejects and documents items oi non-
conformance identified by subcontractors.
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The B&R and TUSI representatives stated that this matter would be
reviewed.
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- * * The item is considered' unresolved and will be reviewed by ILE during
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the next inspection.
'4.
Concrete' Placement
The inspector observed activities related to the placement of approximately
'1200 cubic yards of concrete for CPSES Unit 1 containment.
The placement,
which was acconplished on September 12, 1975, appeared to be adequately
planned and executed. Included within the scope'of activities observed,
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the inspecto'; reviewed the corrective measures initiated by B&R as
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outlined in the . licensee's lettet of September 5,1975. Within the scope
of the review, there were no it<..ms of noncompliance observed.
5.
R. W. Hunt Temporary' Procedure
R. W. Hunt has issued Temporary Procedure No. HT-513-9, " Tension Tests",
for use on the CPSES project. The inspector was shown documentation of
review and approval of this procedure by the B&R Project QA tbnager but
evidence of approval by the R. W. Hunt QA Manager as described in R. W.
Hunt Procedure W-1000, " Creation, Revision and Control of' Inspection and
Testing Procedures",.could not be found. It was pointed out by the
inspector that the absence of the date of issuance and approval signature
made the status of this procedure questionable. The R. W. Hunt represen-
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tative stated that corrective measures would be taken.
This matter was
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identified as an unresolved item.
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6.
Concrete Cylinder Test Analysis
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R. W. Hunt Procedure No. C 1068, " Statistical Method for Evaluating
Cylinder Strength", Rev. O, 3/6/75, prescribes the preparation of reports
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in accordance with ACI 214-65, " Recommended Practice for Evaluation of
Compression Test Results of Field Concrete." The inspector reviewed
R. W. Hunt report HCP 588, " Statistical Analysis of Concrete Strength -
Iby 1975", which was issued July 2, 1975. The report appeared to have
been prepared in accordance with R. W. Hunt procedures.
Cylinder test
data for containment mat placement in July was available but had not
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been processed for statistical analysis.
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