ML053180061
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| ML053180061 | |
| Person / Time | |
|---|---|
| Site: | Indian Point  |
| Issue date: | 08/26/2005 |
| From: | Schwartz G Entergy Nuclear Indian Point 2 |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| FOIA/PA-2005-0369 CR-IP2-2005-03470 | |
| Download: ML053180061 (1) | |
Similar Documents at Indian Point | |
|---|---|
Category:Report
MONTHYEARML22013A7062022-01-13013 January 2022
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Volume II ML0926401772009-08-28028 August 2009 Environmental Science and Engineering NL-09-095, Annual 10 CFR 50.46 Report for Calendar Year 2008 Emergency Core Cooling System Evaluation Changes2009-07-21021 July 2009 Annual 10 CFR 50.46 Report for Calendar Year 2008 Emergency Core Cooling System Evaluation Changes ML0905407042009-01-0909 January 2009 American Radiation Services, Inc. Laboratory Analysis Report No. ARS1-08-02367, Revised 01/09/2009 2022-01-13 |
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- - ' -Entergy CONDITION REPORT CR-IP2-2005-03470 Originator: SchwartzGeoffreyE Originator Phone: 6684 Originator Group: Eng Project Mgmt Operability Required: Y Supervisor Name: Verrochi,Steven F Reportability Required: N Discovered Date: 08126/2005 11:07 Initiated Date: 086/2005 11:22 Condition
Description:
During excavation of Unit 2 Fuel Storage Building loading bay area in support of the dry cask storage project, a hole opened up in the soil beneath the east loading bay cinder-block wall. This does NOT effect the integrity of the spent fuel pool, which is a separate structure. The cinder-block wvall remains structurally sound because it is supported by coulmn-to-column beams.
Immediate Action
Description:
Evaluated by structural engineer as not a structural integrity issue for the Fuel Storage Building or Spent Fuel Pool, for same reasons as documented in CR-IP2-2005-3424-CA-2 operability evaluation. Notified Shift Manager, Plant Manager, Safety, HP, Security, Site Executive. Directed opening to be covered immediately with heavy steel plate and tarp to effect security and rainwater interim corrective measures.
Suggested Action
Description:
Excavation on the loading bay side will need to continue as scheduled to the point the bedrock at the 51-foot level is exposed, then the condition will be frepaired. This condition is caused by the soil under the ivall not having been compacted when the building was originally constructed.
REFERENCE ITEMS:
Type Code Description CR IP2-2005-03424
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