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=Text=
=Text=
{{#Wiki_filter:S-m QT                           Gi?             l';
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5,j-.i APR 1) 1981 Docket Nos.: 50-397                                                   -
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9                    J MEMORANDUM FOR: Walter P. Haass, Chief                               '
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DI Y1 Quality Assurance Branch Division of Engineering p             p. Q .? D q
.i APR 1) 1981 Docket Nos.: 50-397 9
p\           4               b Louis N. Rib, Project Manager               fzK       y               5 Licensing Branch No.1                         \         #
J I Y1 MEMORANDUM FOR: Walter P. Haass, Chief D
Division of Licensing                               ~
Quality Assurance Branch p
                                                                                                                      %            (/P
: p. Q.? D Division of Engineering q
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FROM:                 George Lear. Chief Hydrologic and Geotechnical Engineering Branch Division of Engine ~ering
4 b
Louis N. Rib, Project Manager fzK y 5
(/P Licensing Branch No.1
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Division of Licensing
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FROM:
George Lear. Chief Hydrologic and Geotechnical Engineering Branch Division of Engine ~ering


==SUBJECT:==
==SUBJECT:==
REVIEW 0F Q LIST: GE0TECffiICAL ENGINEERING Plant Name: WPPSS Nuclear Project No. 2 Docket Numbers: 50-397 Licensing Stage: OL Responsible Branch:       LB-1, L. Rib, LPM Review Status: Continuing We have reviewed Table 3.2-1 of the WNP-2 FSAR to detemine whether the WNP-2 FSAR provides an adequate listing of safety-related structures, systems and components (SSC) to which the QA program is applicable.
REVIEW 0F Q LIST: GE0TECffiICAL ENGINEERING Plant Name: WPPSS Nuclear Project No. 2 Docket Numbers: 50-397 Licensing Stage: OL Responsible Branch:
LB-1, L. Rib, LPM Review Status: Continuing We have reviewed Table 3.2-1 of the WNP-2 FSAR to detemine whether the WNP-2 FSAR provides an adequate listing of safety-related structures, systems and components (SSC) to which the QA program is applicable.
The specific SSC being reviewed by the Geotechnical Engineering Section, HGEB as shown in Table 3.2-1 of the FSAR, are as fcilows:
The specific SSC being reviewed by the Geotechnical Engineering Section, HGEB as shown in Table 3.2-1 of the FSAR, are as fcilows:
: 1. Foundations for the following structures:
1.
Reactor Building Radwaste and Control Building Diesel Generator Building
Foundations for the following structures:
: 2. Foundations for the following systems and components, located outsu of structures, onsite:                                                                                       ;
Reactor Building Radwaste and Control Building Diesel Generator Building 2.
Spray Ponds and Standby Service Water Pumphouse Condensate Storage Tanks Diked Retaining Area Fresh Air Intake Structures No. 1 and 2                                                         e
Foundations for the following systems and components, located outsu of structures, onsite:
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Spray Ponds and Standby Service Water Pumphouse Condensate Storage Tanks Diked Retaining Area Fresh Air Intake Structures No. 1 and 2 e
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Walter P. Haass                                                     Louis S. Rib                                                                       APR 1a ;gg;
Walter P. Haass Louis S. Rib APR 1a ;gg; 3.
: 3. The Geotechnical Engineering Staff. Hydrologic and Geotechnical Engineering Branch, concludes that the Q-list as shown in Table 3.2-1 of the WN P-2 FSAR is not complete for our area of review responsibility and the soil support for following SSC need to be added:
The Geotechnical Engineering Staff. Hydrologic and Geotechnical Engineering Branch, concludes that the Q-list as shown in Table 3.2-1 of the W P-2 FSAR is not complete for our area of review responsibility N
Class IE Electrical Duct Banks Buried Essential Service Water Pipeline This review was performed by Dinesh Gupta, Geotechnical Engineering Section, Hydrologic and Geotechnical En91neering Branch.
and the soil support for following SSC need to be added:
Original signed by George Lear George Lear, Chief Hydrologic and Geotechnical Engineering Branch Division of Engineering cc:     J. Knight R. Tedesco G. Lear
Class IE Electrical Duct Banks Buried Essential Service Water Pipeline This review was performed by Dinesh Gupta, Geotechnical Engineering Section, 1
: 11. Levin L. lleller                                                           -
Hydrologic and Geotechnical En9 neering Branch.
D. Gupta L. Rib J. Spraul t
Original signed by George Lear George Lear, Chief Hydrologic and Geotechnical Engineering Branch Division of Engineering cc:
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J. Knight R. Tedesco G. Lear
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Latest revision as of 04:30, 4 December 2024

Advises That FSAR Q-list Is Incomplete for Area of Review Responsibility.Soil Support Must Be Added for Class IE Electrical Duct Banks & Buried Essential Svc Water Pipeline
ML20213D669
Person / Time
Site: Columbia 
Issue date: 04/10/1981
From: Lear G
Office of Nuclear Reactor Regulation
To: Haass W
Office of Nuclear Reactor Regulation
References
CON-WNP-0351, CON-WNP-351 NUDOCS 8104160737
Download: ML20213D669 (2)
v • d • e


Text

S-QT Gi?

l';

5,j-m

.i APR 1) 1981 Docket Nos.: 50-397 9

J I Y1 MEMORANDUM FOR: Walter P. Haass, Chief D

Quality Assurance Branch p

p. Q.? D Division of Engineering q

p\\

4 b

Louis N. Rib, Project Manager fzK y 5

(/P Licensing Branch No.1

\\

Division of Licensing

~

\\

FROM:

George Lear. Chief Hydrologic and Geotechnical Engineering Branch Division of Engine ~ering

SUBJECT:

REVIEW 0F Q LIST: GE0TECffiICAL ENGINEERING Plant Name: WPPSS Nuclear Project No. 2 Docket Numbers: 50-397 Licensing Stage: OL Responsible Branch:

LB-1, L. Rib, LPM Review Status: Continuing We have reviewed Table 3.2-1 of the WNP-2 FSAR to detemine whether the WNP-2 FSAR provides an adequate listing of safety-related structures, systems and components (SSC) to which the QA program is applicable.

The specific SSC being reviewed by the Geotechnical Engineering Section, HGEB as shown in Table 3.2-1 of the FSAR, are as fcilows:

1.

Foundations for the following structures:

Reactor Building Radwaste and Control Building Diesel Generator Building 2.

Foundations for the following systems and components, located outsu of structures, onsite:

Spray Ponds and Standby Service Water Pumphouse Condensate Storage Tanks Diked Retaining Area Fresh Air Intake Structures No. 1 and 2 e

(( cr r

8 04160 %

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O

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Walter P. Haass Louis S. Rib APR 1a ;gg; 3.

The Geotechnical Engineering Staff. Hydrologic and Geotechnical Engineering Branch, concludes that the Q-list as shown in Table 3.2-1 of the W P-2 FSAR is not complete for our area of review responsibility N

and the soil support for following SSC need to be added:

Class IE Electrical Duct Banks Buried Essential Service Water Pipeline This review was performed by Dinesh Gupta, Geotechnical Engineering Section, 1

Hydrologic and Geotechnical En9 neering Branch.

Original signed by George Lear George Lear, Chief Hydrologic and Geotechnical Engineering Branch Division of Engineering cc:

J. Knight R. Tedesco G. Lear

11. Levin L. lleller D. Gupta L. Rib J. Spraul t

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