ML20214A628

Intervenor Exhibit I-ROREM-153,consisting of Forwarding Evaluation Research Corp Observation Rept BCAP-OBS-011

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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Iu: l January 23, 1985 BCAP-132 Commonwealth Edison Company Braidwoct Station R.R. #1, Box 81 j Braceville, IL. 60407 1

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 i return your response by February 13, 1985.

l Yours very truly, 1

NUCLtAR REGillA RY COW:SSION cocket i SM# Mf Cif.c:si Exh. N /F3 John L. Hanse1 Project Manager in e.. muer or h f/'* a# 6 f*losureio -

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EVALUAT' ION 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' 4

. Signatu% Date

Observation

The results of overinspection of reinspection Verification l

Package No.'s CSR-I-E-C0H-03, -12 and -20 indicates that the inspector had 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

]fM Response ("c-

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i SCAP Direc. tor Date l

A:c:p* ble Un:::spt:ble Resp:nse is 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):

i a. Attributes 2f. Gap between Auxiliary Steel and Structural Steel .

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.

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