ML18003A587

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Concurs W/Corrective Action Re Backfill Against Category 1 Structures & Core Const for Dams & Dike.Agrees to Resume Earthwork If IE Accepts Field Moisture Control Procedures
ML18003A587
Person / Time
Site: Harris  Duke Energy icon.png
Issue date: 05/08/1979
From: Rolonda Jackson
Office of Nuclear Reactor Regulation
To: Parr O
Office of Nuclear Reactor Regulation
References
NUDOCS 7906140565
Download: ML18003A587 (4)


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IHAY 0 8 lgy9 NEfilORANDUll FOR:

Olan D. Parr, Chief Light Water Reactors Branch No. 3, DPtt FROl'l:

SUBJECT:

Robert E. Jackson, Acting Chief Geosciences Brancl>,

DSE SPECIFICATION REVISION FOR BACKFILL AGAINST STRUCTURES AND CORES OF DANS PLANT NAME:

Shearon Harris, Units 1-4 LICENSINll STAGE:

Post CP DOCKET NUMBER:

50-400/403 flILESTONE NUllBER:

R-18 RESPONSIBLE BRANCH:

LWR-3; S. lliner, LPH REVIEW STATUS:

Awaiting information from applicant on existing fill lte have reviewed a lettev dated Hay 4, 1979 from tl. A. l'fcDuffie,

'arolina Power and Light Company, to Harold R. Denton,

NRR, titled "tloistuve Content of'ackfill Against Category I structures and of Central Core Material fov the Hain and Auxiliary Dam and Separating Dike."

We concur with the applicant's.corrective action regarding backfill against Category I structures and cove construction for the dams and,dik'e.

Provided that the field moisture control procedures are accepted by IE, we also agree to the resumption of eavthwovk except as discussed below.

1.'he IE Region II inspectors have noted some areas where fill construction has not been within specifications.

If the applicant does not intend to remove all,such'fill and replace it r/ith fill that is within specifications, then the'applicant must submit to llRR the details of the'in place natevials and the design justification fov ouv veview and acceptance.,

This condition applihs to fill alveady in place which now is governed by the revised procedures stated in the referenced le4".ev.

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The applicant must ubmit $o NRR the design criteria for all fill and backfill supportihg Category I pipes and conduits.

The submittal should -include, but not be limited to:

{a) plan.and section drawings showing the location of all relevant fill and backfill.materia'ls and the location ef-al'l Category I pipes or conduits in or o'n the-fill or backfi 1 'l.

(b) results 'of field.and laboratory tests used for design.

{c) estimates of settliients and the corresponding construction.

criteria for which the settlement estimates are valid.

(d) an assessment of the stability and dynamic behavior of

. the Category I pipeslines and the fill or backfill during SSE loading.

(e) tht!.~emnd;frequency of field tests that will be performed or hive been performed to verify that the design criteria'have been met.

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H. Denton E. Case R. Boyd D. Ross H.-Thornburg ll. Reinmuth J. O'Reilly P.

DeYoung D. lluller D. Vassallo J. Knight R. Denise R.'hewmaker R. Murphy DISTR IBUT ION:

DOCKET FILE (50-400/403 NRR RDG GB RDG R. E. Jackson, Acting Chief Geosciences Branch Division of Site Safety and Environmental Analysis

0. Parr R. Jackson L.. Hulman A. Herdt J. Bryant L. Heller S. Niner J, Harris Ji Linehan
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