ML12340A756

Official Exhibit - ENT000582-00-BD01 - Gza/Theielsch Engineering Soil Resisitivity Data for IP2 & IP3 AFW Bldg, IP2 SW Line 408 (June 2012)

ML12340A756
Person / Time
Site:	Indian Point
Issue date:	05/31/2012
From:	Richard Lee Entergy Nuclear Operations
To:	Atomic Safety and Licensing Board Panel
SECY RAS
References
RAS 23566, 50-247-LR, 50-286-LR, ASLBP 07-858-03-LR-BD01
Download: ML12340A756 (4)

Text

United States Nuclear Regulatory Commission Official Hearing Exhibit Entergy Nuclear Operations, Inc.

In the Matter of:

(Indian Point Nuclear Generating Units 2 and 3)

ASLBP #: 07-858-03-LR-BD01 l¥""

" ....t/'<~ REGlJ<.q" Docket #: 05000247 l 05000286 ENT000582

• 0 Exhibit #: ENT000582-00-BD01 Identified: 10/15/2012 Submitted: October 2, 2012

~ ~ Admitted: 10/15/2012 Withdrawn:

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5 Rejected: Stricken:

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9.1 ATTACHMENT VENDOR DOCUMENT REVIEW STATUS Sheet 1 of 1 ENTERGY NUCLEAR MANAGEMENT MANUAL

-=-Entergy EN-DC-149 VENDOR DOCUMENT REVIEW STATUS D FOR ACCEPTANCE [gJ FOR INFORMATION

[gJ IPEC D JAF D PLP D PNPS DVY D ANO D GGNS D RBS D W3 D NP Document No.: GZA Proj. # 01.0017869.92 I Rev. No. n/a Document

Title:

GZAlTheielsch Engineering Soil Resisitivity Data for IP2 & IP3 AFW Bldg, IP2 SW Line 408 EC No.: n/a I Purchase Order No. 05-08243 (N/Afor NP)

STATUS NO:

1. D ACCEPTED, WORK M~tROCEED

2. [gJ ACCEPTED AS NOTE ESUBMITTAL NOT REQUIRED, WORK MAY PROCEED

3. D ACCEPTED AS NOTED RESUBMITTAL REQUIRED

4. D NOT ACCEPTED

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Acceptance does not constitute approval of design details, calculations, analyses, test methods, or matefials developed or selected by the supplier and does not relieve the supplier from full compliance with contractual negotiations.

Responsible Engineer Robert C. Lee / ~crL rj~{ /,?-

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Print Name Datk Engineering Supervisor Nelson Azevedo / cl' it1-Print Name Signature Date EN-DC-149 REV 6

LABORATORY TESTING DATA SHEET

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Project Name Indian Point Project Location Buchanan, NY Reviewed By  :...-.-- .

GZA Project No. 01.0017869.92 Assigned By_S_._Le_e_ _ _ __

Project Manager D. Rusczyk Report Date 12/12/11 Date Reviewed 12/13/11 Identification Tests Resistivity (ASTM G187-05)

Natural Saturated Sieve Hyd OR Total As Received Saturated Sample Sample Depth Lab Water Water Date Visual

-200 -2Jl G unit Resistance Resistance Date No. ft. No. Content Content Tested Soil Description and Classification

%  %  % wt. pcf (ohm.cm) (ohm.cm) 4 11/1/11 SS-1 1 145.0 9.9 x 10 12/8/11 11/2/11 SS-2 2 140.8 8.0x10 4 12/8/11 4

11/2/11 SS-3 3 135.7 4.3x10 12/8/11 SS-1 4

12/8/11 Unit 3 4 144.8 9.1 x 10 12/8/11 Unit 2 4

12/8/11 Service Water 5 127.5 2.7 x 10 12/8/11 ITHIELSCHI EO "-I <:;; * "-I EO EO _ * "-I <:;; Hopkinton, MA 01748

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IMPRESSED CURRENi CATHODIC PRO ECTION SYSTEM PLAN VIEW

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IP2 Service Water Lines 408 & 409 Inspections (Nov. 2011) $o~L SAMPL.-~ (Al~

F-~M tltU7 &F &?cA,(/A-CE-t> 90"-

Ref: drawing 9321-2700 Approx. footprint of excavation INSPECTION POQ.T SEE DETAIL '~'(TYP.)

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