Text

Forwards Two Sets of EPA Form 3510-1 & 3510-2C,Section 5, Per Discussion W/C Kaplan.Priority Pollutant Data for Current Outfall Will Be Provided by Sept 1981.Requests That Info Be Included in New 5-yr NPDES Permit
	ML20126M192
Person / Time
Site:	Browns Ferry
Issue date:	06/05/1981
From:	Elashry M; TENNESSEE VALLEY AUTHORITY
To:	Zeller H; ENVIRONMENTAL PROTECTION AGENCY
References
	NUDOCS 8106120262
	Download: ML20126M192 (44)
	v • d • e

.

TENNESSEE VALLEY AUTHORITY Nonale. TENNESSEE 37828 JUN 5 1981 A

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@' 2 ] Jgg A Mr. Howard D. Zeller, Acting Director Enforcement Division a

U.S. Environmental Protection Agency M

f Region IV

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345 Courtland Street, NE.

Atlanta, Georgia 30308

Dear Mr. Zeller:

BROWNS FERRY NUCLEAR PLANT NPDES PERMIT NO. AL0022080 - SUPPLEMENTAL DATA FOR PERMIT RENEWAL In accordance with a discussion with Charles Kaplan of your staff, we h0ve enclosed two complete sets of EPA Form 3510-1 and 3510-20,Section V.

Please note that priority pollutant data were not collected on SDN 003, Residual Heat Removal (RHR) service va.ter, since it was not chlorinated at the time of field collection. We will provide you with the priority pollutant data for this outfall by September 1981. A revised flow diagram indicating the flow paths for all discharges including the modifications listed below in items 1, 2, and 3 of this letter will be provided to you as soon as possible. We understand that this informa-tion will enable your staff to reissue the subject permit for a full five-year tes'a at the same time the subject permit is reissued con-firming the Section 316(a) and (b) Finding of Fact.

We are proceeding with procurement and installation of equipment for the proposed new computer model system for determining compliance with temperature limitations. We anticipate having the monitoring system installed and ready to begin the accuracy demonstration that you requested by July 1982.

For purposes of thermal compliance monitoring, TVA will continue to utilize the existing monitoring system. When the new computer model system has been installed and approved for compliance, we will use the new system and new monitors. Our field studies indicate that the diffuser mixing zone extends to approximately one diffuser length (1,800 feet) downstream of the dif fuser discharge. The new monitors will be located at the' edge of the mixing zone.

In addition to the enclosed information, we request that the following modifications be incorporated into the new five-year permit.

1.

We propose to reroute the RHR SDN 003 service water to the Condenser Circulating Water (CCW) discharge conduit (SDN 011). This action will eliminate the point source discharge for the RHR service water effluent (SDN 003).

p THIS DOCUMENT CONTAINS 1

P00R QUALITY PAGES g'

8100 n o Q

,' u An Eaual Oooortunity Employer

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' 7 JUN 5 1981 Mr. Howard D. Zeller y

-It'is estimated the a maximum flow of 9,000 gal / min will occur for u

one of the three units during a release. The monitoring require-

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.ments for the CCW should be adequate for the combined streams and "we request that the permit allow elimination of effluent limita-tions and monitoring requirements for the RHR system (SDN 003) when the rerouting is completed.

(

The present schedule for implementing this design change on a unit basis is:

Unit 1 - September 25, 1981 Unit 2 - March 26, 1982 Unit 3'

, March 4, 1983 2.

' A permit modification'is requested to allow for the rerouting of the office building drains (SDN 013) to the diesel generator

~

i building sumps (SDN 015) and elimination of the point source discharge monitoring requirements for the office building drains when the rerouting is completed. This will enable the plant to install a total flowmeter to monitor flow from control bay floor drains, sinks, and eyewashers to units 1 and 2 diesel generator building sumps.

i This design change'is being reviewed and a work schedule has not l

R been assigned. We will advise you when a specific work schedule has been determined, i

3.

We request that the permit be. modified to reroute the hypochlorina-tion building drains (SDN 017) by'way of the chemical waste pond to the sedimentation pond and then.to the Tennessee River. The j

average flev from the hypochlorination building drains is estimated toube 0.057 million gallons per day, f

l The work on the building drains is partially complete and should be finished in September 1981.

i 4.

We request a revision in the language for serial discharge number l

005, sedimentation pond. The present permit requires that the I

effluent pH shall be monitored at the point of discharge prior to 3

mixing with other waste streams. We request that the location for pH monitoring be moved to a point in the biothermal research project drainage ditch 25 feet downstream of the sedimentation pond i

discharge. This will provide better access for sampling and give a more representative sample.

I I

1

> Mr. Howard D. Zeller d

We request.that this information be included in the final permit prepared-by your staff. It may be advantageous.to set'up a meeting between our staffs and the Alabama Water Improvement Commission to attain mutually a,cceptable permit' conditions.

If such a meeting is desired.or'if you have any questions, please' contact W. G.-Carpenter.of~my staff at (615) 632-6450 or FTS 856-6450 in Norris, Tennessee.

Sincerely, c isinal Signed By r

L, l uul Schmierbach Mohamed T. El-Ashry, Ph.D.

Assistant Manager of Natural Resources (Environment)

Enclosure (2) cc'(Enclosure):

'Mr. Charles Kaplan Enforcement Division' U.S'.

Environmental Protection Agency Region IV-345-Courtland: Street, NE.

Atlanta, Georgia 30308 Office of Nuclear Reactor Regulation Attn: Mr..Darrell G. Eisenhut, Director

. Division of Licensing

'U.S. Nuclear Regulatory Commission

- Washington, DC-20555 Mr. James W. Warr, Director Alabama Water Improvement Commission Public Health Services Building l

Montgomerye Alabama 36130 1

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v.S. 5 N W ARON.e aM T A P rG 4 iM A.a E N G T

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A GENERAL INFORMATICN 2

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11. POLLUTANT CHARACTERISTICS 7MEJA%DEM h4 M" h hNC

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er.s -r INSTRUCTIONS; Complete A through J to determine whether you need to submit any permit application forms to the EPA. If you answer"yes" to any questions, you murt submit this form and the supplemsntal form liJted in the parenthesis following the question. Mark "X"in the box in the third column i

if the supplemental form is attached. If you answer "no* to sech quartion, you nud not submit any of these formt You may answer "no* if your activity

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PAGE V-9 CA Fonn 36162Cl(6 sol i

FOOTNOTES 1

Values are f rom grab sample data from Discharge Monitoring Reports (DMR's) for the period April 1980 E

(1) i I

through March 1981.

'l Two numbers are reported in some cases; the first for maximum deily and the second for long-term average, i

j (2) i This compound was present in the method blank and in the trip blank which indicates possible contaminat on.

(3) w E

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PEASE PRINT OR TYPE IN THE UNSHADED AHEAS ONLY. You may report some or at o AL8640015410 g

t f pies intoematbn on emperate shoots (use she some flosmorf anstead of com6ateting theen pegss.

Fame Agipre edOaf8 mat #58 A0f73 EE INSTHOCT*ONS.

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f V. INTAKE AND EFFLUENT CitARACTERISTacS icone' "from pace J o(Form ac)

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l AL8640015410 005 couTimoeD enou cAas 3 or ronu 2 c PAFIT C - If you iste a primary industry and this outfall contains process wastewater, refer to Table 2c-2 in the instructions to determine which of th for. Mask "X" in coluron 2-a for all such GC/MS fractions that apply to your industry and for Al.L toxic metals, cyanides, and total phenols. If yo colorno 2-a (secorklary Mdlustiles,non-process westeinoteroutfalia, arxinort-<egukedGCAfS fractions), mark."X" lo column 2 b for each poll i

ide the ee-to believe is present. Mark "X" in column 21: for eacti pollutant you teelieve to be absent. If you mmk either columns 2-a or 2b for any pollutant you must prov l

suits of at least one anasysis for that poikitant. Note that ther, are seven pages to this part; please reylew eadi carefully. Complete one table (a#

See instruction; fo{ additlopel detail and rpquiremering.

t

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PAGE V.3

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$ FOOTNOTES Data used'to calculate the maximum 30-day value and long-term average value are from samples collected
f. a t
at the permitted sample location for serial discharge number 018 and reported in the Discharge Monitoring (1)
However, data given for the maximum daily value are from an 3 8 Reports for April 1980 through March 1981.
8-hour composite sample taken within the construction drainage ditch upstream of the permitted sample j
7 location for SDN 018.
l i
j-y Two numbers are reported in some cases; the first for maximum daily and the second for long-term average.
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