ML20214A628
| ML20214A628 | |
| Person / Time | |
|---|---|
| Site: | Braidwood |
| Issue date: | 10/06/1986 |
| From: | Hansel J EVALUATION RESEARCH CORP. |
| To: | Kaushal N COMMONWEALTH EDISON CO. |
| References | |
| BCAP-132, OL-I-ROREM-153, NUDOCS 8705190527 | |
| Download: ML20214A628 (3) | |
Text
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January 23, 1985 BCAP-132 Commonwealth Edison Company Braidwoct Station R.R.
- 1, Box 81 j
Braceville, IL.
60407 ATTENTION:
Mr. N. Kaushal
SUBJECT:
ERC Observation Report BCAP-0BS-011 Gentlemen:
l Enclosed is ERC Observation Report No. BCAP-0BS-011.
Please 1
respond to.the observation identified on the report form and return your response by February 13, 1985.
Yours very truly, 1
NUCLtAR REGillA RY COW:SSION
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WESEATCH OBSERVATION REPORT CORPOWATION Observation No. BCAP-0BS-011 Date January 29, l'985 To:
N. Kaushal From:
ERC Project Manager BCAP Director b'
MOax t/30/gf' Signatu%
Date 4
Observation: The results of overinspection of reinspection Verification Package No.'s CSR-I-E-C0H-03, -12 and -20 indicates that the inspector had l
incorrectly dispositioned attributes for inspection on the Reinspection Checklist.
1.
For CSR-I-E-COH-03:
a.
Attributes 3d. Internal Connections: Gusset Plate and 3f. Internal connections: Welds were documented on the checklist as being accepted. The attributes are not applicable to this hanger config-uration.
Signature of Orignator Date
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/- 29-2 9 Response ("c-
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SCAP Direc. tor Date Resp:nse is A:c:p* ble Un:::spt:ble RCA No.
Issued Signature Date l
ERC Project Manager I
QF-15.1.1 8/84 Page 1 of 2
- b. Attributes 2f. Gap between Auxiliary Steel and Structural Steel and 4c. Base Plate were documented on the checklist as being N/A.
The attributes are applicable to this hanger configuration.
2.
For CSR-I-E-C0H-12 (Conduit Hanger No. CC-512-0-3312-A)
- a. Attribute 2f. Gap between Auxiliary Steel and Structural Steel was documented on the checklist as being N/A.
The attribute is applicable to this hanger configuration.
b.
Attributes 3f. Internal Connections:
Welds and 3g. Internal Connections:
Bolting was documented on the checklist as being accepted.
The attributes are not applicable to this hanger configuration.
- c. S & L Drawing No. 20E-0-3312C07 Rev. AF instructs the use of 1" back plates for Hanger No. CC-512.
"As found" conditions in the i
field indicates that no one-inch back plates were used. This discrepancy was not documented by the inspector.
3.
For CSR-I-E-C0H-20 (Conduit Hanger No. CC-125-0-3311A):
- a. Attributes 2f. Gap between Auxiliary Steel and Structural Steel.
i and 4c. Base Plate were documented on the checklist as being N/A.
l The attributes are applicable to this hanger configuration.
b.
Attribute 3g. Internal Connections:
Bolting was documented on the checklist as being accepted; the attribute is N/A to this hanger configuration.
- c. Attribute 7. Wireway / Conduit Installation:
S & L Drawing No. 20E-0-3311CO2 indicates conduits F6 and F9 are attached to conduit support No. CC-125.
"As found" conditions conduit F6 and F4 are attached to conduit support No. CC-125.
There is a conflict between S & L drawing and "as found" field conditions.
This discrepancy was not documented by the inspector.
I
.