ML19329A409

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Requests Changes to ETS 1.2B,App B Re Max Concentrations of Chemical Effluents
ML19329A409
Person / Time
Site: Oconee  
Issue date: 12/13/1973
From: Thies A
DUKE POWER CO.
To: Anthony Giambusso
US ATOMIC ENERGY COMMISSION (AEC)
Shared Package
ML19329A410 List:
References
NUDOCS 8001030981
Download: ML19329A409 (3)


Text

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AEC T^ TRIBUTION FOR PART 50 DOCKET M*~' RIAL 8989 (TEMPORARY FORM)

CONTROL NO:

FILE:

ENVIRON FROM:

DATE OF DOC DATE REC'D LTR MEMO RPT OTHER Duks Power Company Charlotte, N.C. 28201 Mr. A. C. Thies 12-13-73 12-18-73 X

TO:

ORIG CC OTHER SENT AEC PDR XXX A. Giambusso 3 signed CLASS UNCLASS PROP INFO INPUT NO CYS REC'D M N NO:

XXX XXX 40 70 DESCRIPTION:

ENCLOSURES:

Ltr notarized 12-13-73, requesting a change to Revised pages to the Environmental Tech Environmental Tech. Specs.....trans the Specs for Oconee Units 1 & 2 following........

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Mr. Angelo Giambusso 4

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F.-i Regubo'Y Re: Oconee Nuclear Station o) gaa section 8

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Dear Mr. Giambusso:

The Oconee Nuclear Station Technical Specifications, Appendix B to Facility Operating Licenses DPR-38 and DPR-47, now require that certain chemical effluents from the plant be controlled not to exceed maximum concentrations as given in Table 1.2-1.

The maximum possible resulting concentration of boric acid in the Keowee River as given by that table is 8.8 x 10-4 ppm.

This limit is unrealistically and unnecessarily restrictive as indicated by the fact that it is lower by a factor of more than 100,000 than the concentration shown in WASH-1249, United States Atomic Energy Commission, June,1973, Page E-1 as guidance for drinking water supplies.

In the absence of any known need for such a restrictive limit and in view of the great difficulty involved in meeting such a limit, we request that the limitation on boric acid be removed from Table 1.2-1 of Appendix B.

The plant, however, would be operated in such a manner that, even during periods of maximum chemical discharge and minimum river flow, the resulting boric acid concentration in the Keowee River would be less than 1.0 ppm (approximately 3% of the WASH-1249 guide).

It is also requested that Technical Specification 1.2B of Appendix B be revised to clarify the point of measurement.

This specification now states, "All water discharged from the waste water collection basin shall have a pH between 6.0 and 8.5."

The pH of the effluent from the basin is not always representative of the actual discharge to the Keowee River because of the influence of other local drainage waste streams.

Since the specification should apply to the actual discharge, we, therefore, propose the following revision: "The discharge to the Keowee River from the waste water collection basin and associated drainage shall have a pH between 6.0 and 8.5.

The pH shall be determined daily from a representative sample collected from the combined effluent stream before it discharges to the river."

8983

.n Mr. Angelo Giambusso Page 2 nae==her 13, 1973 Please find attached replacement pages 5 and 6 for the Technical Specifi-cations Appendix B which reflect the requested changes.

Very truly yours, A. C. Thies ACT:vr j

Attmehments J

A. C. THIES,being duly sworn, states that he is Senior Vice President of Duka Power Company; that he is authorized on the part of said Company to sign and file with the Atomic Energy Commission this request for revision to the Oconee Nuclear Station Technical Specifications Appendix B to Facility Operating Licenses DPR-38 and DPR-47; and that all statements and matters set forth therein are true and correct to the best of his knowledge.

M'b A. C. Tbies, Senior Vice President ATTEST

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sistant Secretary Subscribed and sworn to me before this 13th day of December,1973.

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