ML20078C339

From kanterella
Jump to navigation Jump to search
Advises of Change in Discharge Location for Outfall Serial 112,sewage Treatment Plant Effluent.Const of Septic Tank Sand Filter Sys Completed in Late Summer 1983.Design Change Routes Effluent to Yard Drainage Pond.Flow Diagram Encl
ML20078C339
Person / Time
Site: Sequoyah  
Issue date: 09/23/1983
From: Elashry M
TENNESSEE VALLEY AUTHORITY
To: Harold Denton, James O'Reilly, Traina P
ENVIRONMENTAL PROTECTION AGENCY, NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II), Office of Nuclear Reactor Regulation
References
NUDOCS 8309270548
Download: ML20078C339 (4)


Text

TENNESSEE VALLEY AUTHORITY KNOXVILLE. TENNESSEE 37902 SEP 2 31983 Mr. Paul J. Traina,-ITirector Division of WjtcI Management U.S. Envir @cntal Protection Age Region IV 345 urtland Street, NE.

Apl)anta, Georgia 30365

Dear Mr. Traina:

SEQUOYAll NUCLEAR PLANT - NPDES PERMIT NO. TN0026450 - NOTIFICATION OF CilANGE IN OUTFALL LOCATION

-M7

-Mg In accordance with Part II, Section D.1, of the NPDES permit, this is to notify you of a change in the discharge location for outfall serial No. (DSN) 112, sewage treatment plant effluent. Construction of the septic tank-sand filter system was completed.in late summer 1983. The original outfall location was identified as the plant intake basin; however, a design change will route the system's effluent to the yard drainage pond, DSN 102. Enclosed is a revised flow diagram illustrating this change.

The yard drainage pond presently receives the effluent from our operational septic tank-sand filter, DSN 111, and has an average flow (September 1979 to May 1982) of 4.32 MGD.

Because this pond presently receives sewage treatment plant effluent and the flow from DSN 112 (0.025 MGD) represents only 0.6-percent increase in the pond's total effluent flow, we do not believe an increase in effluent monitoring requirements for DSNs 112 and 102 is warranted.

The State of Tennessee certification for NPDES permit No. TN0026450 requires effluent monitoring for settleable solids from DSN 112 but not for DSN 111. Both wastewater treatment facilities are septic tank-sand filter systems, which typically do not have significant settleable solids in their discharges. We believe the monitoring requirements should be the same for both effluents because they are similar in character and have the same outfall location.

By copy of this letter, we request the State to modify its certification by deleting the limitation and monitoring requirements for settleable solids on DSN 112.

9309270548 830923 PDR ADOCK 05000327 PDR p

[MO 1983-TVA SOTH 4NNIVERS ARY.

I [

An Equal Opportunity Employer

. SEP 2 31983 Mr. Paul J. Traina If you have any questions concerning this letter or our request, please contact Wally Carpenter at (615) 632-6654 or FTS 856-6654 in Knoxville, Tennessee.

Sincerely, L

h Mohamed Tf El-Ashry, Ph.D.

Director of Environmental Quality Enclosure cc (Enclosure):

Mr. Harold R. Denton, Director

)3, Office of Nuclear Reactor Regulation U.S. Nuclear Regulatory Commission 7920 Norfolk Avenue Washington, D.C.

20555 Mr. Jack McCormick, Manager Division of Water Management Tennessee Department of Public Health 2501 Milne Street Chattanooga, Tennessca 37406 Mr. James P. O'Reilly, Director Office of Inspection and Enforcement U.S. Nuclear Regulatory Commission Region II l

101 Marietta Street, Suite 3100 Atlanta, Georgia 30303 Mr. James R. Patrick, Jr., Chief Water Enforcement Branch U.S. Environmental Protection Agency, Region IV 345 Courtland Street, NE.

Atlanta, Georgia 30365 Tennessee Department of Public Health Division of Water Management 150 Ninth Avenue, North--TERP.A Building Nashville, Tennessee 37219

6 TDVNESSEE RIVER

= ~

n 114 n IIS-101 A CONCRETE RSTRUCTION BATCH PLANT SEWAGE CONSTRUCTO SETTLING TREATMENT SEWAGE VEHICLE POND PLANT TREATMENT WASH PLANT 103 Y

+

DIFFUSER POND

'P 10 8 'I Il3 'r 102 A

INTAKE COe0ENSER CIRCULATING CONDENSER COOLING

'B

=106 b.

FOREEMY WATER SYSTEM WATER CHANNEL

%C dh 10 7 A d@

J 109 110

' COOLING TOWER BASIN UNLINED t.OW

~

METAL VOLUME CLEANING WASTE

+

WASTE TREATMENT POND POND YARD DRAINAGE POND 0

0 9

WERGENCY D!ESEL l

l

@k d

i G NERATM LING

  • AU LINED TURBINE YARD METAL DUI LDIN,G

+

CLEANING SUMP DR AIN AGE SYSTEM WASTE POND j(

h CONDENSATE A

LtOUtD DEMINERAllZER

^

RADWASTE SYSTEM h

l I

(N 105 STEAM GENERATDR BLOWDOWN NOTE.

DSN lli POWER SEWAGE TREATMENT PLANT

@ CENOTES ALTERNATE FLOW PATH

'B COOLING TOWER SERVICE BUILDING SUMP DSN l12 POWER SEWAGE TREATMENT PLANT TO BE USED BY AUTHORITY OF BLD#DOWN OFFICE BUILDING SUMPS THE PLANT SUPERINTENDENT DIESEL GENERATOR BUILDING SUMP

~C HELPER MODE SECURITY DIESEL GENERATOR BUILDING SUMP YARD STORAGE BUILDING SUMP SODIUM HYPOCHLCRITE SUILDING SUMO

t f ' N A,b ff(;:.la0.)).l',.e:[_

_. 'hh 114 c-

.6

'^';f'kg,'.'0:'c

, j ",f.

_ ff. f'"*. '

  • htf e

-?

[< yff (h,. 'n ']l;hI&Y.]'Q %

3,5 k,

.,gl~%%tyfWfbk R ' \\ :/ ' kV f;

i!

  1. ' "k.h 11 2 r

h$.y,4*;li:h-P$),';l;.h'hIVb, I

l,

,ck

!},,

111 f/h.. @,h N

</g Q j IMSA' d3 ~7)$9k 109 h'/

1

,C.'%/h.g*)b@Q pg)yg

,,g

?f, gifg ?x,,D';.'-QV f l' li s

%Cl

.msQ..U qb.g,i {$h g

j'*[..

R.

W md 107 t[

l.

l,, ' 9' V.Y'l?*k'i@tif-l O MA:ss I.

)

Y?k g;j$lyit5ksfyggdgii;%g t

g n y lT 7 N Q r$

106 i

.. g

\\'

')&f%,- ',$e,

'kSiY8p$ l,'t;,filbllff[

.i 113 S

f

.%j

j. 'ehh'f 106 k, c k l ") n.)..

. [ k, I)

}^)lNiNd56OO{

\\

10 5

$' [ "

)

f

M-\\6Mi'IM/

104 5

N3 k

10 3

, k'Y -

\\

f

/

9 102 r

q,q h;

hi f&

' 1 F

o ? (! g (0g "&h./'

4/e.

4

'h.

> &r_j.*l h' 0 h..

2f ft

' Q,

h n:

v..i. -

,.2, &-i;V -f. r.

x.d; ~$5:ef'?3,,f: M'%

y ',

=2.sgs1;hM.N%.

U N

(}

}&  :

gfb v.

.[

4[

101 h

I

' SEQUOYAH NUCLEAR PLANT NPDES SERIALIZED i

DISCHARGE LOCATIONS I

..