ML19250C299

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Responds to on Sinking of Diesel Generator Bldg & on Cracks in Other Bldgs.Cause of Problem Explained in Jg Keppler Describing Investigation Findings. Remedial Action in Progress
ML19250C299
Person / Time
Site: Midland
Issue date: 11/08/1979
From: Harold Denton
Office of Nuclear Reactor Regulation
To: Marshall W
AFFILIATION NOT ASSIGNED
References
NUDOCS 7911230170
Download: ML19250C299 (2)


Text

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'o UNITED STATES

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g E 'g( ; g NUCLEAR REGULATORY COMMISSION WASHINGTON, D. C. 20555 NOV 8 1979 Mr, Wendell H. Marshall RFD 10 Midland, Michigan 48640

Dear Mr. Marshall:

This is in reply to your letter of September 4,1979 which asks several questions regarding the sinking of the Diesel Generator Building and cracks in other build-ings which have occurred at Midland Plant, Unit Nos.1 and 2.

As noted to you in my letter of July 5,1979, these matters are currently the subject of an ongoing investigation by NRCls Office of Inspection and Enforcement (I&E) and of a 10 CFR 50.54(f) request by our Office of Nuclear Reactor Regulation.

Our review has recently acquired the additional services of the U. S. Corps of Engineers in Detroit, Michigan and of the Energy Technology Engineering Center in Canoga Park, California.

Your f'fteen listed questions can be grouped into two areas of inquiry:

(1) Cause of the Problem, and (2) Remedial Actions. We consider your cuestions numbered 7, 10,11,13 and 14 to be in the former category, and the remaining questions to be in the latter category.

Cause of the Problem Our preliminary findings and conclusions as to the cause of the problem were reported in Mr. James G. Keppler's letter of March 15, 1979 following detailed investigations by I&E inspectors. The March 15 letter describes a February 23, 1979 meeting during which NP,C summarized its preliminary investigation findings and a subsequent meeting on March 5,1979 during which Consumers Power Company responded to these findings. A copy of this letter and its enclosures are enclosed.

I find this March 15, 1979 letter to be responsive to your questions in this category'to the extent that these matters are understood at this stage of our continuing review. The March letter is also responsive to your request regarding the substance of the February 23 and March 15 meetings.

One of your questions on the cause of the problem (question 13) asked how the public can be assured that proper geological studies were performed to detennine ground conditions before construction was started. Our findings in the March 15, 1979 letter indicate that the problem does not result from site geological matters, but rather from the plant backfill and associated procedures used. The staff's review of the Midland site 13 7 024 79nsso / VO H

Mr. Wendell H. Marshall E' D I3 geology and.that of our consultant, the U. S. Geological Survey, was reported in Section 3.3 of our Safety Evaluation Report, dated November 12, 1970. Results of our ongoing review of the geology described in FSAR Section 2.5, and the review of our consultants, will be reported in our SER for operating licenses, once issued.

This review, although not com-pleted, is in advanced stages and continues to confirm that the problem does not result from geology.

Remedial Actions Your remaining questions concern remedial actions. The remedial actions completed, in progress, and planned are described in (1) the applicant's response to our 10 CFR 50.54(r) requests, and (2) the applicant's 10 CFR 50.55(e) notification and interim reports. These documents are listed in Enclosure 1 hereto, and copies are available at the local public docu-ment room, the Grace Dow Memorial Library in Midland. Our evaluation of these remedial actions will be reported upon completion of our review.

I find the above documents to be responsive to your questions in this category which are directed to the Midland site.

I note that your question 6 is not directed to Midland, but rather asks if a pennanent dewatering system is installed at all other nuclear power plants. Not all nuclear power plants have or need dewatering systems.

The need for dewatering systems results from such site-dependent factors as ground water level in relation to structures, types of soils underneath foundations and potentials for liquifaction, and other design approa::hes such as structural waterproofing.

Si ncerely, 4

Harold R. Denton, Director Office of Nuclear Reactor Regulation

Enclosures:

1.

List of References 2.

JGKeppler letter dtd 3/15/79

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.I Midland, MI Route 10 September 4,1979 Mr. Harold R. Denton,' Director Office of Nuclear Reactor Regulation United States Nuclear Regulatory Commission Washington, D.C.

20555

Dear Mr. Denton:

Recent publicity concerning the sinking of' the Diesel Building and serious cracks in other' buildings ht the nuclear plant being built at Midland, MI, indicate future troubles.

In view of tMs, what is NRC doing to properly safeguard the public health and safety from the following:

1.

Sinking buildings?

2.

Cracks in other buildings which implies sinking?

3.

Improper support to structures, as example, the service water intake building with foundations on backfill?

4.

Cracked walls in auxiliary building which contain importan: safety equipment?

5.

Why is it necessary to install a permanent de-watering sys;en?

6.

Is a permanent de-watering system installed at all other nuclear power plants?

7.

Has the large 880 acre artifical cooling pond caused excessite water which contributes to the building settlement thus causing the cracks?

8.

Why is it now necessary to build caisons under the auxiliary building? Are these caisons now being built under other buildings?

9.

Are the caisons necessary; if so, why were they not built before the auxiliary building was constructed (I believe the foundations are put down before any building is r.rected)?

10. Consumer's Tower Company states that all problems can be corrected - but why did the problems occur in the first place?
11. Were these problems caused because of inadequate engineering? Were they caused because of inadequate quality assurance program?
12. What is being done to prevent further sinking of the building at this nuclear power plant?
13. How can the public be assured that proper geological studies were performed to determine ground conditions before construction was~ started?
14. What studies, if any, were carried out to insure the non-settlement of buildings due to ground water seepage from the 880 acre artifical pond
13. How was the pond sealed to prevent water seepage into the building area?

At meetings held on the 23rd of Feb uary,1979, and March 5,1979, at NRC Region 3 Office in Glen Ellyn, IL, the Diesel Engine Building settlement was discussed. At these meetings what was done about the cracking, de-watering, other building settle-ments, cnd caisons proolems?

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a Mr. Harold R. Denton, Director September 4, 1979 Page Two Since the AEC, your predecessor agency, violated the siting regulations by allowing the construction of the nuclear plant within the confines of Midland, MI, what action is being taken by NRC to insure that this plant will not continue sinking which would damage the buildings? And, finally, what~ assurance does the public have that other buildings are not in jeopardy?

I await your answers to the questions posed.

Yours very truly,

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.g g N enellY. Marshall Mapleton Intervenors WHM/jy cc: Senator Carl Levin Senator Donald Riegle, Jr.

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