ML19318C136
| ML19318C136 | |
| Person / Time | |
|---|---|
| Site: | Zimmer |
| Issue date: | 06/11/1980 |
| From: | Borgmann E CINCINNATI GAS & ELECTRIC CO. |
| To: | James Keppler NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION III) |
| References | |
| IEB-79-02, IEB-79-2, NUDOCS 8007010084 | |
| Download: ML19318C136 (2) | |
Text
lb r
THE CINCINNATI GAS & ELECTRIC COMPANY ss CINCINN ATl, OHIO 452ot June 11, 1980 E. A. SOROMANN stacce v*Cg ents ogo.T U.S. Nuclear Regulatory Cessnission Office of Inspection and Enforcement Region III 799 Roosevelt Road Glen Ellyn, Illinois 60137 Mr. James G. Keppler, Regional Director /
Attention:
RE:
WM. H. ZIMMER NUCLEAR POWER STATION - UNIT 1 ADDITIONAL RESPONSES 'IO IE BULLETIN 79-02, PIPE SUPPORT BASE PLATE DESIGNS USING CONCRETE EXPANSION ANCHOR BOLTS, DOCKET NO. 50-358, j
l W.O. 57300, JOB E-5590, ITEM #400 Gentlemen:
The attached information is furnished to cosaplete our response to unresolved item "e" of 'E Bulletin 79-02 as delineated in the Nuclear Regulatory Inspection Report 80-03.
l The attached list identifies the supports for essential and seismic non-essential piping systems supported by expansion anchor connections to concrete masonry walls.
Very truly yours, THE CINCINNATI GAS & ELECTRIC COMPANY E. A. BORGMANN Senior Vice President JCH dew Enclosure cc: NRC Office of Inspection and Enforcement Division of Reactor Inspection Programs j
Washington, D.C. 20555 F. T. Daniels J. R. Schott R. F. Scheibel H. C. Brin M e S. Rurka H. E. Crail
(
H. H. Shah J. C. Herman l
B. K. Culver W. D. Waymire (Pink) l S. G. Salay Attn General File N
l W. W. Schwiers J. D. Flynn l
800 7 0 4.g. Cnitkara O S lJ r
TABLE 1 (5221/80)
SU.'PO RT SitT.
LIMN
- NO.
SUBSYSTCM NO.
OR ST:M ACCESSIBLE REMARKS lAF315SR *
- AF-3 25 4" U Yes Sejamically denigned.
LAP 330SR **
7F-3 38 4" p Yes Seismic.11y denignee-through bolts installed.
l AF331SR *
- AF-3 39 4" R Yes Seismically decigned-through bolts installed.
~
1MS14 7SR *
- MS-10 32 1!!S26 AL 10 Yes Seismically designed.
IMS14 8SR *
- MS-10 33 1MS26A310 Yes Scisnically designed.
1RG066HA RG-1 12 1RG32DF2-5/8 No 1RG073HG RG-1 19 1RG30AF1-5/8 No 1RG075HG RG-1 21 1RG31AF1-5/8 No 1RG076HG RG-1 22 1RG31AF1-5/8 No 1RG088HG RG-1 34 1RG33AF1-1/8 No 1RGil2HG RG-2 11 1RG31ACl-5/8 Yes 1RG157HA RG-2 56 lRG32DC2-5/8 Yes 1RG163HA RG-2 62 1RG33AC1-1/8 Yes 1RG175HG RG-3 12 1RG31AB1-5/8 Yes 1RG176HG RG-3 13 1RG31AB1-5/8 Yes 1RG177F" RG-3 14 1RG31AB1-5/8 Yes 1RIOl8HV RI-7 9
1RI20A6 res 1RT00lHG
- RT-2 15 1RT01C6 Yes Support voided December, 1978.
1RT044SR**
RT-2 19 1RT01D6 Yes Seismically l
designed.
1RT046**
RT-2 16 1RT01EA3 Yes Seismically designed.
ISC0145R SC-2 33 ISC02C1-1/2 Yes LWR 176SR WR-3 65 LWR 07A14 No LWR 182SR WR-3 111 LWR 07A14 Yes LWR 190SR**
WR-3 113 IWR42A6 Yes Seismically designed.
LWR 210llR*
WR-3 41
_1WR13A8 Yes New design not issued not attached to block wall.
1M71?5FR WR-25 25 1MR15A4 Yen j
)Wl:5711111 wR -2 7 45 IWR101A2 Yes IWR260SR WS-6 32 IWR41AD3 Yes
,0)
D lWSO98Sil WS-7 40 lWS14AA3 No d
lWS025!!V
-WS-13 17 IWS15H24 No A
Thout-duppu. u,.u e nut auhuindand hence will be removed 00 Non-Clann 1
-