ML19270H568

Forwards Application & PA State Permit 22-70-2-04 for Required Water Quality Certification

ML19270H568
Person / Time
Site:	Crane
Issue date:	10/18/1971
From:	John Miller Metropolitan Edison Co
To:	Morris P US Atomic Energy Commission (AEC)
References
NUDOCS 7911110179
Download: ML19270H568 (47)

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DATE OF DOCUMENT:

E ECEIVED NO.;

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Regulatory METROPOLITAN EOisON COMPANY Subsid.ory el General Publ>c Ur. lories Corporosson P. o. Box 542 READINO, PENNSYLs ANIA 19603 VOHN G. MILLEFt vict entsietNT

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October 18, 1971..

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..c-ig Dr. Peter A. Morris, Director lJ

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U. S. Atemic Energy Cc::: mission Washington, D. C. 205145

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Re: Dockets Nos. 0-28o 50-320 Three Mile Islan Nuclear Station - Units 1 and 2

Dear Mr. Morris:

By letter of October 1,1CJ71, twenty copies of the required water quality certification' dated August 23, 1971 by the Department of Environmental Resources of the Co:::monwealth of Pennsylvania were sent to your attention.

Enclosed are twenty copies of the Application and Permit No. 22-70-2-04 which is referenced in the certification.

Two copies of this Permit are also being forwarded to the Regional Administration (Region III) of the Environmental Protection Agency.

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' chn G. Miller 9701 OI3 mel vJ>

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DEPARTMENT OF ENVIRONMENTAL RESOURCES

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AUS 171971 Certified Mail Londonderry Township Dauphin County k tropolitan Edison Co.

2800 Pottsville Pike Reading, Pennsylvania 19603 SUBJET Industrial Wastes Pernit No. 2270204 Gentlemen Subject permit is enclosed.

Please study the permit carefully and direct sny questions to the Facilities Section of the Regional Office who hca jurisdiction for your crea.

i Very truly yours

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/m William J aaltz, Director Dinsion Managonent Services t

Bureau Sanitary Engineering l

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Enclosures Per=it

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.1 Standard Ccnditiens List of Regional Sanitary Engineers q201 070 u. a _)

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ddONWEALDI 0F PDINSYLVANIA HEIAN SERVICES REIONS I

BUREAU OF SANITARY EIGINEERD!G i

REIONAL SANITARY DiGINEERS REION REIGNAL HEADQUARTDlS COUNTIES SUPERVISED I

C. T. Beechwood Bucks 1875 New Hope Street Choctor

• Norristown, Pennsylvania 19h01

.Dolnware i

Tel: 215-277-3210 Montgomery Philadelphia j

II Iouis W. Bercheni Bradford Sullivan 383 Wyoming Avenue Iickawanna Susquehanna Kingston, Pennsylvania 1870h Im crno Tioga i

Tel: 717-825-7511 Monroc Wayne l

Piko Wyoming II & III John P. Durr Berks - 2 Lebanon - 3 j

h01 Buttonwood Street Carbon - 2 Ichigh - 2 West Read'ng, Pennsylvania 19602 Dauphin - 3 Northampten - 2 Lancaster - 3 Schuylkl11 - 2 Tel: 215-37h-h031 III & IV Elvin F. Hoover Adams 3

Juniata - h

~29 Chestnut Street Bedford - h

,Mifflin - h Icwistown, Pennsylvania 170hh Cumberland - 3 Perry - 3 Tal: 717-2h8-6785 Franklin - 3 Somerset - h*

Fulton - h York - 3 Huntingdon - h Blair Iycoming IV Mark A. Roller 73h West Fourth Street Cambria Montour' Williamsport, Pennsylvania 17701 Centro Northumberland f

Tel: ' 717-326-2681 Clinton Snyder Columbia Union,

f V

Howard G. Luley Allegheny Greene Stato Offico Building -

Armstrong Indiana f

300 Liberty Avenue Beaver Washington Pittsburgh, Pennsylvania *15222 Butler Westmoreland Tel: h12-565-5091 Fayetto Cameron Jefferson VI Wayne C. Bellaman 996 South Main Street Clarion Lawrence Meadvillo, Pennsylvania 16335 Clearfield McKcan Tel: 81h-72h-3700 Crawford Mercer Elk Potter Drie~

Venango l

Forest Warren j

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y COMMONWE ALTH OF PENNSYLVANIA

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?ARTMENT OF ENVIRONMENTAL RESOL',

WATER QUALITY MANAGEMENT PERMIT N O.

A. PERI.itTTEE: (Name and Address)

D. P90 JECT LOC ATION Metropolitan Edison CO.

2800 POttsville Pike mnicipajity Londonderry Townchip Reading, Pehnsylvania 10603 County Dauphin "J. TYPE OF FACILITY D. NAf.'E OF MINE OR AREA SERVED Nuclear steam-electric generating static i Three Mile Island Plant E. THl3 PERMIT APPROVES:

1. Plans For C snstruction Of:

2. The Discharge Of:

3. The Operation Of:

Pump Statica.s; Sewers

a. 1 Treated a.

Mine a.

and Aspustenances Untreated Maximum surface area to t:e affected b.O Sewage Treatment Facilities shall not exceed

acres, b.

Industria l Wa stes (Surface Mines)

Industria l Wa stes c.

Treatment Facilities Sewage Maximum area to be deep mined Susquehanna River (Receiving Waters)

F. YOU ARE HEREBY AUTHORIZED TO CONSTRUCT. OPERATE OR OlSCHARGE,'AS INDICATED ABOVE, PROVIDED THAT YOU COMPLY WITH THE FOLLOWING:

1. ALL REPRESENTATIONS REG ARDING OPERATION, CONSTRUCTION, MAINTENANCE AND CLOSING PROCEDURES AS WE LL AS ALL 2270204 OTHE R MATTERS SET FORTH IN YOUR APPLICATION ANO ITS SUPPORTING COCUMENTS ( APPLICATION NO.

QATED November 18, 1970 AND AMENDMENTS DATED h e 14, 1971 1 SUCH APPLI.

CATION ITS SUPPORTING DOCUMENTS AND AMENOMENTS. ARE HEREBY MADE A PART OF THIS PERMIT.

1, 2, 3, 4, 5, 6, 7, 8, 10, 13, 14, 15, 16, 17.

2. CONDmONS NuueEnED Industrial Vastes STAND ARD CONDmONS DATED January 1, 1941 Or THE WHICH CONDITIONS ARE ATTACHED HERETO AND ARE MADE A PART OF THIS PERMIT.

A, B, C, E, F,'G, H, I.

. 3. SPECIAL CONDITION (S) NUMBERED WHICH ARE ATTACHED HERETO AND ARE MADE A PART OF THIS PERMIT.

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. G. THE AUTHORITY GRANTED BY THIS PERMIT IS SUBJECT TO THE FOLLOWING FURTHER QUALIFICATIONS:

1. IF THERE IS A CONFLICT UETWEEN THE APPLICATION OR ITS SUPPORTING DOCUMENTS AND AMENDMENTS AND THE STANDARD OR SPECI AL CONDITIONS,THE STANDARD On SPECf AL CONDITIONS SHALL APPLY.

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7. FAILURC TO COMPLY WITH THE RULES AND REGULATIONS OF THE OCPARTMENT OR THE TERMS OR CC"

NS OF THIS PERMIT SHALL VOlO THC AUTHORITY GIVEN TO THE PERMITTEE BY THE ISSUANCE OF THE PERMIT.

3. THIS PE RMIT IS ISSUED PURSUANT TO THE CLE AN STRE AMS L AW, THC ACT OF JUNE 22.1937. P.L.1957. AS A MENDE D.

r$5UANCE OF THIS PERMIT SHALL NOT RELIEVE THE PERMIT?EE OF ANY RESPONSIBILITY UNDER ANY OTHER LAW.

EPARTMENT OF ENVIRONMENTAL RESOURCES FERMIT ISSUED b

DATE BY DOnnld A.' Lazarchik,( Acting Diicctor l

D Ii M I V Divicion Of Inductrial W atcs g W $ h4 [i i

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Page 2 Industrial Vastes Permit No. 2270204 These plans are hereby approved subject, nevertheless, to the condition that the vaste treatment plant constructed under said plans vill produce an effluent satis-factory to the Department.

By this approval, the Commonwealth of Pennsylvania assumes no responsibility for the feasibility of the plans or the efficiency of,

the operation of the plant to be constructed thereunder, j

This permit is issued subject to all Rules and Regulations now in force, and the following Special Conditions:

'Ihe effluent discharged to the raters of the Co==onwealth shall not be acid, A.

shall have a pH of not less than 6.0 nor greater than 9.0, and shall not con-tain more than 7.0 mg/l of dissolved iron.

In order to avoid obsolescence of the plans of vaste treatment works, the B.

approval of the plans herein granted, if not rpecifically extended, shall cease and be null and void two years from the date of this permit unless the works covered by said plans shall have been completed and placed in operation on or before that date.

Within six months after the herein approved vaste treatment verks are ' constructed C.

and placed in operation, the permittee shall submit to the Pennsylvania Department of Environmental Resources, Harrisburg, Pennsylvania, evidence of the efficiency and adequacy of such verks in treating the vaste discharges from this establish-ment., If the proposed vaste treatment works fail to meet the requirements of the Department for secondary treatment, then the per=ittee shall immediately proceed with the installation of such provisions as may be necessary to obtain a degree of treatment satisfactory to the Department, subject to approval by.the Depart-ment of plans for any major additions to or modifications of the new proposed vaste treatment works.

Secondary treatment is that treatment that vill reduce the organic waste load as measured by the biochemical oxygen demand test by at least 85% during the

. period May 1 to October 31 and by at least 75% du

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all suspended solids; vill provide effective disinfection to control disease producing organisms; vill provide satisfactory disp producing substances, color, and other substances' inimical to th interest to levels that vill not pollute the receiving stream.

d for nonbiodegradable vastes.

__ An equivalent of secondary treatment is require The attention of the per=ittee is dire'eted to the necessity of techn t works to and experimentation in the operation of the porposed vaste treatmen D.

insure the most effective chemical dosages and proper operation cycle for satisfactory performance at all times.

be All sanitary sewage from the industrial establishment herein consid ldd dirponed of in a manner satisfactory to the Department and shall n E.

5 with the industrial vastes.

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f Industrial Vastes Page 3' Permit No.. 2270204 Approval of plans refers to vaste treatment and not structural stability, which F.

is assumed to be cound and in accordance with good structural design. Failure, be::auco of faulty structural design or poor construction, of the works herein j

approved will render the permit void.

No matter how well designed and carefully constructed a vaste treatment works may bo, full effectiveness cannot be developed unless it is efficiently opera-l G.

In order to secure such efficiency, protect the waters of the Com=onwealth, ted.

and insure the most effective and economical dosage when chemicals are used, the permit is required to plc.ce the works under the regular charge of a responsible i

p(lant official, and its operation under the control of the des or other qualified person approved by the Bureau of Sanitary Engineering) for j

Moreover, upon written notice from the j

at least one year after completion.

Bureau of Sanitary Engineering, the permittee shall maintain one or more I

skilled operators regularly on duty for such daily periods as the Bureau may l

direct.

1 The discharge of untreated or improperly treated industrial vastes to the waters l

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of the Comnonucalth is contrary to the requirements of the Department, If, because of accidental breakdown of the treatment works or plant equipment or for other reason, any such discharge should occur, then the operation of the mill or process producing such discharge shall be discontinued until r

have been co pleted, t

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l The sum of the fractional concentrations of identified radioactive j

1) components in the effluent, when averaged over a year, shall not i

exceed 0.01, according to the equation:

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= 0.01 ;

4c1 c

+

C

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3 MPCc MPCI MPCB MPCA

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c = the concentration of an identified radionoclide in where:

the effluent a

MPC = the maximum P9rmissible concentration for that radio-nuclida as ' set forth in Appendix A, Table II, column 2, Articic /.33, Regulation for Radiation Protection The sum of the fractional concentrations of identified radioactive

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components in the effluent, when averaged over any one day, may not 2) exceed 1.0, according to the equation.

c3 4

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'5 age 4 Industrial Wa tes Permit No.

2270204 3)

The sum'of the fractional concentrations 't an unidentified rhture and tritium, when. averaged over a year, cnall not exceed 0.01, according to the equation:

0.01 kI f S-3

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The sum of the fractional concentrations of an unidentified mixture and tritium, when averaged over any one day, may not exceed 1.0, according to the equation:

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j PEmlSTLVANIA IEPARDSNT OF IEALTH

.l SANITARY WATER BOARD 1

ls STANDARD CONDITIO!!S PILATING M INDUSTRIAL WASES j

l Effective January 1, 19h1 l

i O!E:

All relevant and non-superseded conditions of prior industrial 8

waste pemits, decrees, or orders issued to the hemin named pemittee L

or his predece'ssor shall be continued in full force and effect.

Th0:

During construction no radical changes shall be made from the plans, designs, and other data herein approved unless the permittee

,l shall first submit each such revision to the Sanitary Water Board and l

receive written approval thereof.

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THRES: The works shall be constructed under expert engineering super-3 vision and competenb inspection, and in accordance with the plans, de-signs, and other data as herein approved or amended, and the conditions of this pemit.

EUR:

No 'stom water from pavements, areaways, roofs, or other sources shall be admitted to the works herein approved, which shall be used ex-clusively for the treatm6nt of industrial wastes.

FIVE:

The outfall sewer or drain shall be 5xtended to low water mark of the receiving body of water in'such a manner as to insure the satis-factory dispersion of its effluent thereinto; insofar as practicable it shall have its outlet submerged; and shall be constructed of cast iron, concrete, or other material approved by the Division of Sanitary Engi-neering; and shall be so protected against the effects of flood water, ice, or other hazares as to reasonably insure.its structural stability I

and fmedou from stoppage.

SII:

When the herein approved industrial waste treatment works is constructed and before it is placcd in operation, the pemittee shall notify the State Department of Health so that an inspection of the works may be made by a representative of the Department.

SEVEN: The various structures and apparatus of the industrial waste treatment works herein approved shall be maintained in pmper condition so that they will individually and coll u tively perform the functions for which they were designed.

. EIGHT: The semenings and sludge shall be so handled that a nuisance is not created and shall be disposed of in a sanitcry manner to the satis-faction of the Division of Sanitary Engineering of the Department of Health.

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HSS - 611h - P ITIIE:

The settled :olids shall at no tir.c be pemitted to accumulate in the sedimentation basin (s) to a depth greater than one third that of the basin (s) as constructed and the settled material removed shall be handled, and disposed of in a manner satisfactory to the Division of Sani-tary Engineering of the Department of Health and so that a nuisance is not created.

TEN:

The pemittee shall keep records of operation and efficiency of the waste tmatment works and shall submit to the State Department of Health, promptly at the end of each month, such report thereon as may be dimeted by the Division of Sanitary Engineering of the said Department.

ELEVEN:

Since the herein approved works employ principles not hereto-fom considered conventional in the treatment of similar industrial wastes, they must be regarded as experimental and the final opinion of the Sani-tary Water Boad will depend on actual perfomance in eliminating the ob-jectionabla characteristics of the waste waters as discharged from the works in question.

T1ELVE:.

In view of the possibility of the production of industrial waste waters containing objectionable characteristics which the treatment

• works herein considered may not be capable of corr,ection or eliminating, the said waste treatment works must be regarded as experimental and the final opinibn of the Sanitary Water B'oard will depend on the consistent production of a satisfactory effluent.

TIERTEEN:

The right to discharge the effluent frem the herein approved industrial waste-treatment works into the waters of the Commonwealth is specifically made centingent upon suel; operation of these works as will produce an effluent of a quality satisfactory for discharge into the re-ceiving body of water. If, in the opinion of the Sanitary Water Board, these works are not so operated or if by reason of change in the charac-i ter of wastes or increased load upon the works, changed use or condition j

of the mceiving body of water,~ or otherwise, the said effluent ceases to be satisiactory for such discha,rge, then upon notice by the Board the i

right herein granted to discharge such effluent shall cease and become J

null and void and, within the time specified by the Board, the pemittee j

shall adopt such remedial measures as will produce an effluent which, in the opinion of the Boa d, will be satisfactory for discharge into the said receiving body of water.

10URTEEN: If at any time the industrial waste treatment works of the l

permittee, or any part thereof, or the discharge of the effluent there-from, shall have created a public nuisance, or such discharge is or may become inimical and injurious to the public health or to animal or aqua-I tic life or to the use of the receiving body of water for domestic or industrial consumption, or for recreation, the pemittee shall forthwith adopt such mmedial measums as the Sanitary Water Board may advise or approve. 970')

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FIFTFIN:

The improvements being effected in the waters of the comon-9 wealth through the prodressive, sanitary cican-up of streams by the Sani-j tary Water Board render the effects of industrial wastes upon these j

waters increasingly hamful or inimical to the public interest, in con-n sequence of which the time should be anticipated when s,uch industrial wastes must be suitably modified prior to their discharge thereto.

Therefom, the permittee is hereby notified that when the Sanitary Water Board shall have determined that the public intemsts require the tmatment or further treatment of the industrial wastes of the pomittee, then the pomittee shall, upon notice by the Board, within e

the time specified, submit to the Eoard for its approval, plans and a report providing for the degree of treatment of the pemittee's indus-trial wastes specified by the Board and after approval thereof chall construct such works in accordance with the directions of the Bonni.

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SIX'EEN:

The pemittee shall secure any necessary pemission from the proper federal authority for any. outfall or industrial waste treatment structure which discharges into or ehters navigabic waters.and shall

-obtain from the State Water and Power Resources Board approval of any stream crossing, encroachment, or change of natural stream condition 5 coming within the jurisdiction of the said Board.

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SEVENEEl: Nothing herein contained shall be construed to be an intent on the part of the Sanitary Water Board to approve any act made or to be made by the pemittee inconsistent with the permittee's lawful powers or with existing laws of the comonwealth regulating industrial wastes and

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the practice' of professional engineering, or shall be construed as appro-

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val of the structural adequacy of the approved structures; nor shall this

'w s 'iy1 pomit be construed to pemit any act otherwisc forbidden by any of the

- " 'i laws of the Commonwealth of Pennsylvania or of the United States.

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Regulatory

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INDUSTRIAL 11ASTE PI:l'llIT APPLICATION PENNSYLV/JilA DEPART!!C;T OF IEALTil

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IETROPOLITAN EDISON CO !PriY THREE }!ILE ISLAND NUCLEAR PLA'?T IMDOSDERRY 'IUP., DAUPilIN COU:iTY, PA.

NOVDGER 1970 9701

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• CtNEALTH OF PEHH5YLVANIA Fer Der mtment ef Henhh use only r h t.a s e.o DEPARTMEtiT OF HEALTH APr'uC Al sWe NO.

oATL SANITARY E N GIN E E ritiG HE.vl0wCR'S INil.

DAlt APPLICATION FOR S ANIT AP.Y WAT EP. BOAPD PERMIT TP'PLICAt4T H AME PROJEC1 LOC ATIOil

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Metropolitan Edison Company I,ondonderry Township TEttPiiONE NO. (215) 929-3601 MAILING ADDRESS (B) COUl4TY 2800 Pottsville Pike Dauphin i

Reading, Pennsylvania 19603 HERELY APPLIES FOR: (CHECK A PPROPRI AT E BLOCr:5 Itt COLUMN 5 A. B AND C)

A.

APPROVAL OF PLANS FOR CEf45TRUCTICN OF:

D. APPROVAL TO DISCH AROE:

C. APPROV/L TO O?ERATE:

O PUMP ST ATION5; 5 EWERS AND APPURTEN ANCES (1) @ TRE AT ED UNTREATED OcoAL MiNr SEWACE TRE ATMENT PLANT Of.!!ttE DRAlHACE TRE ATf tEtiT PL ANT (2) @'tsDUSTRI AL Y!AST ES CylNCU5 TRIAL WASTE TREATMENT PLANT MJNE DRAIN ACE

@ f1A SEWA0E (ALL D15CHARCES OF WA STES ARE PU't!UANT TO "TH E CL E AN STR E AMS L M'")

1 HEREDY CERTIFY TH AT THE CO.'aPLETENE55 R EPORT AND ALL PL AN5. MODUL ES, Af1D DCCUMENT 5 DEstcN AT E D THEREIN ARE ATT ACHED TO THis /.PPLICAT!ON, ANL a'.ADE A PART HEREOF.

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sicu AT,uns or muc Aur oR nesponsiets erric AL Tiry's oArc or mucato 4 umc or APruc Asr oR ResPcNsints orrici Au John G. Fuller Vice President 11/18/70 Acousss Metropolitan Edison Company 2800 Pottsville Pike

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• g,- Ecnnsy le i: 19503 COMMONWE ALTH OF PENN5YLVANIA. COUNTY OF I,

_ BEING CULY SWORN, ACCORDING TO L AW DEPC5E AND SAY TH AT I (AM TH APPLICANT) (AM AN OFFICER OR OFFICIAL OF THE APPLICANT) (HAVE THE AUTHORITY TO MAKE TH15 APPLICATION) AND THAT THE PLANS, REPORTS AND DOCUMENT 5 $USMITTED AS PART OF THE APPLICATICH ARE TRUE

/,ND CORRECT TO THE BEST OF MY KNOWL *.DGE AND DELIEF.

9709 0 '4 O SWORN AND SUBSCRICE D TO BEFORE ME THIS c,., y J

'f D AY OF

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slGN AT uft E Or APP LIC AN1 oR RE sPONSIDL E or FICI AL NOTARY PUCLIC

~idETIGN E'iG'Is E E R3FST)UEiCh[ it.ifb! 2 E D -E.Y 1 AN Edid5~BEC *~ IS~T5 ElDIIE555 D~ 'Y T

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THE Ap atic AN T TO PREPARE THIS ADPLIC A TION

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Nant or oEs6GN ENGIN E E R (O st SURVcTORI ANo rIRM Marvin W. Waid, Gilbert Associ.2tes, Inc.

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525 Lancaster Avent_, J. ading, Pa.

(215)376-3573 tc.C? E....

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C n"l/O t: WEALTH OF P E NNSYt.N ANIA cAit P:ue ato

.DEf' AR T ML NT OF HEALTit

$ ANIT A RY ENGir4L C RINC

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CHECK ( K) TYPc or P E fttel f APPLIED FoR

[i]IW gs a tJO M rvin U. Uaid, Gilbert Associates, Inc.

DESIGN ENGINEER #1D FIRM 525 Lancaeter Avenue, Reading, Pa.

7lp 19603 TELEPHONE (215) 376-3873 ADDRESS MetropoJitan Edison Co.

New Jersey Central

• Power & Light Co.

APPLICANT LOCATION OF PROJECT: MJNICIPALITY Londonderry COUNTY Dauphin A. DOCUMENT ATION REOUIRED

1. Hos a check for $25.03 peyoble to The Pennsylvenio Depertment of Heoith been included? (Not requircJ of Secte or Federal agencies)

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2. Hove 2 copies of the opplicction, ferm number HSE 6045, been submitted?

(4 copics required fer mine droinage opplicent s)

[X; ' E 5 O NO

o. Hos the cilidovit been properly completed and executed?

gg, cs g No NOTE: Onfy Industrief Weste Applicoats complete item 2b

b. Hos proof of publication been ascertained?

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3. Does the opplication include the following cpplicebic modules:

' Check Modules Submitted:

Number

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efPages no sw

o. Mcdule Number Title 5

O O

E I

Completeness Report 2

Generel Informatien Industrial Wasies Only 5

g 3,

General Information Mine Drainage 6

g Only 4

Genercl information Sewoge Treat.

ment Plont only 4

g 5

Waste Lead and Chorocteristics

-3

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G 6

Waste Sic 6tliterion Pond Facilities 3

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7 Aeretien Tonk or Bosin Facilities 4

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O 8.

Mixing and Flocculation Fecilities 1

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O 9

Chemical Trectment (including Feeders) 2 O

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2 g

g 10 Tricklieg Filters 7 ~l O ]

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• Design En;ineer will check type of permit opplied for and all opprepriore modules.

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Mota!EALTH OF P E NM5Y LV^ titA Fer De perimene e,f stealth vie cdy

'oait entrani.o DEPARTUENT OF flEALTH a r P u cTi i c,.

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$AttlTARY E tiGil4E E RIN G 11/18/70

^"

MODULE I - COMPLETENES5 RE"CRT CHcCK (M TYPc or f'FF:ulf Af* P LI E D FoR

@tw Os O MD A. DOCUMENTATION REQU: RED - Centinued

' Check Modules Submitted:

Number Medule Number Title of Poges s

un sw

/

11 Intermittent Sond Filter Facilities 2

0

'O O

Studge Trentment end Disposal Focilities 12.0 Vccuum Filters end Centrifuges 1

O O

G 12.1 Incineretion 1

O O

12.2 Sludge.Logoons 2

O O

O 1.

O O

12.3 Wet Oxidofion 12.4 Elutriction 1

g 12.5 Sivdge Drying Beds 1

O O

O 12.6 Seporate Digestien Tenks and S'udge Thickening Tonks 3

O O

{;

12.7 Deep Mine Disposol 2

O O

12.8 Lend Disposci of Studge 2

O O

O 13 Pumping Focilities 1

O R

14 Ear'then Settling Bosins 3

O O

O 15 Flotation and Oil Seperetion 2

0 16 Screening end Comminuting Devices

• '2 O

O 17 Grit Chc-5ers

- 1 O

O la Physico! Adsorption and Contect Units 2

O O

19 Sprey irrigetion 2

O O

20 Disi,fectien Facilities 2

O O

Settling Tcnk Facilities 2

O O

O 21 22 Flow Equalizction end Storege Bosins 2

0 23 Deep We!! Di. net 2

O O

24 lon Exche.3;; Unit s 1

a g

o?o1 a r,1

• Design Engineer will check type of permir epplied for end c!! cpprcpriate medules.

12

/

MuGW.'EALTH OF pet (N5YLV/NIA Fee Depovemnt el Healih us e esty

~Hsi.e e.c.

DE P/.R TME NT OF HEALTH W PucAtios w.

uait 6 s que.st o 5 AH!T ARY ENGINEERING 11/18/70 MODULE I - COMPL ETENES$ REPORT "Y

carex txt Tvec or P k kMi t # P P LIE D FoR

\\

E]iw Os O uo A. DOCUMENTATION REQUIRED - Coniinued

' Check Modules Shaitted:

Number Me.dule Nur. ber Title of Peges s

v,o m

n 25 Sewoge Pumping Stetiens 4

a 26 Sewers and Appurtencnces 3

O q

27 Imhoff ond Septic Tenks 2

O B. REQUIRED DATA

1. The front cover or flyleaf of ecch set of drawings and specifications must bear the signature end seal of the registered professional engineer, surveyor by or under whom prepered. Each drawing rnust beer on imprint or reasonable facsimile of such sco!.

2. Informotion relotive to specific programs:

c. SEWERAGE APPLICANTS rnust submit the following inforrnation ond answer oil questions:

(1) 2 copics of designer's plans, modules end specific =tions (3 copies (3) required for proicct:in Allegheny County and Delcwcre River Basin.)

(2) Hydrculic profile through pcposed reeotment plant.

gua (3) United Sto:es Geologiccl Survey Topographical Mop showing exect point of dischcrge.

O"a (4) Have you epplied fcr a Public Utility Commission Certificate of Public Cenvenience?

v t$ O "o ON^

(a) Specify Public Utility Commission Application Nu*mber O ub (b) Certificere of Public Convenience enclosed?

vcs (s) Heve you cpplied for Water and Power Resources Board opproval for

~

streem encroo:hrnent(s)?

O ves O no O"A (6) Have you cpolied for Department of Labor end Industry cpprovcl for wo O"a features of fecting emplo,yee scfety?

O rcs (7) Do you have on agreement indiccting cpproval to discharge to sewer system cnd treatment plont of onother permittee?

O vss Q uo Qua (9) Mcve you cpplied for Air Pellution Control Ccmrnission cpproval for fech. c s re:.it;.. c:r ; !Iutic 1 centi:1?

O vcs O ~o ON ^

(9) A list with the n:me, title end ad'ress of all pertners in the ecse of a

'l '? O 1 p C ')

pertnership cc o!! officers in cose of a corpcration, unincorper:ted asso.

ciatien, incorpercted association, pcrtnership or other entity.

O.e a 13

Cola $ TOW 1C ALTH Of pct:NSYLVANIA h, [>eportmn, of !!.otA use only DEPAPTHEN1 OF lt C AL111 muc a non e. o.

Msv.cw i D ATIim t en sc o 5 ANIT A T<Y ENG NCERING 11/18/70 MODULE I - COMPLETENESS P.EPOFtT CHECK tPs TYPc oF P E FWI T # PPL{tO fol p)n f-] s Q uo I

B. REQUIRED DAT A - Centinued

b. INDUSTf:lAL WASTES APPLICANTS must submit the fullowing infermo-tion and ens.wcr all questions:

(1) 2 copies of designer's plans, modules end specificatiens (2 copies required for pruiccts in De!cwcre River Basin).

U (2) Schematic flow diagram of waste trectment plent.

(3) United States Geologicel Survey Topogrcphical Map showing exact point of discherge.

(4) Hove you applied for Water end Power Resources boord epproval for g vr$ O "o ONA streem encroachments? *

(5) A list with the none, title and address of all pertners in the case of a partnership or cll efficcrs in case of o corporotion, v7incorporcred DNA associction, incorporoted associction, pcrtnership or other entity.

(6) Hove you epplied for Air Pollution Control Commission cpproval for yrs O NO {NA fcctures requiring cir pollution control?

c. MINE DRAf!4 AGE APPLICANTS rnust submit the following infermo.

i tion and answer all questions:

(1) 3 copies of designer's plans, modules :nd specifications.

(2) All nemes under which the cpplicont previcusly opercted ccol mines in Pennsylvento.

(3) A list with the nome, title end cddress of o!! partners in the cosr of a partnership or cll officers in cose of a corperaticn, unincorporcted osso.

ciation, incorpercted association, partnership cr other* entity.

(4) A list of the owners for both the effected and ediccent surface preperties cnd mineral rights.

(5) Copy of all Icoses you hcvc obtained from offected preperty owners' gronting to you the right to tcke v hotever rneosures are necesscry j

during end ofter mining to ebete pollution.

97O] OG?

i

(- ~ ',

4

I t

(6) United States Geologicol Survey Topegraphico! Meps.

1

• 7) Mine development mcps.

ONA (8) Plens of treotrnent facilities.

er end Po# er. esecrees Boe:i :;;ro... fu l

(9) Heve you a;;!:::.,

stream encrocchment(s)?

O vts O ~o O~^

1.(

for Ceputmen, c,f Heotth wie enty tes t.e c o. s

.. J.'C IN E /.l.Ti t CF pet!!15Yt.V/.NIA

~ Ar ctic AlicGo.

p A1.c # 7Tr.r,r t u DEPAr:TU.ENT OF HEALTH 5ANITARY E NGIN E E Kit 4G 0

CHLCK 4 FJ T Y f* L o f-P c F.?#i f APPLicD FoR

(

h l* O5 O o B. RECUlRED DAT A -- Continued (10) Have ycu opplied fer Department of Mines and Mineral Industries epprovel for the rnine?

O rts. ONo (11) Have you opplied for Air Pc11ution Control Comrnission opprovo! for features requiring air pollution control?

O s cs O no Ou^

5. Specify the fo!!owing:

Industrial Waste 739-201 to 210 Novc=ber 18, 1970

a. Plens: Treatment Plant Number of Folios Dct e TITLE Plot Plans 739-501; 502 November 18, 1970 Plons:

Number of Folios Date

'"'E 302-690 to 691 304-691 to 695 312-007 to 009 November 18, 1970 Plons. Reference t. Esec11anc %mber of Folios Dat e TIT LE 2006; 2027; 2045; 2051; 2058 Reference & Miscellaneous 2065 2066; 2069 November 18, 1970 Plons:

Number of Folios Dat e fl1 L C

b. Specifications (if appliceble):

s 117 L E Number of Volumes Date

c. Other (Spec'ify type end number):

WO1

n. F.1 e.

6. Are the plans:

a. Clect, legible and drawn to scofe?

@ vcs Quo

b. Within maximum size of 35 inches by 50 inches?

@vc5 O No C. SEAL AND SIGNATURE OF PROFESSIONAL ENGINEER OR SURVEYOR. RESPONSIBLE FOR THIS APPLICA TICN

1. Signature of Professiono! Engineer or Surveyor:

\\

/

W

^

t

\\

CS <.v t'A dk$50$h.

/l 7.'F.'0$E Ath *L[$ 7_

2. Professional En:ineer er Serveyer Registrction Seal:

..z......

..... uD 'j

• A N N '.'/. V/ r

(,

37 15

l GT.u c e. c,4 For Depoetn ene of Hes,! h use only C^">'OtNE ALTH OF PD4t45YLVAttlA

,,s r.. o e r, >

catt P s. r. r' a sn o JEl A RTMEttT of HEAliti n o.

4 5Alill ARY ElivillL E RitiG 11/18/70

,c, c,, t p 3,,,,,,

oue MODULE 2 GEt4E R AL 1:1FOR8/ ATIO't it4 DUST RI AL WASTES OfiLY A. Cl. ASS OF CCNSTRUCT'ON

1. Type

['j) New O Replecement cf existing facility O Addition end/or extensien to existing facility B. PL ANT STATUS

1. Is the industriol establishment G proposed O existins?

2. Type of industrial cetchlishment:

(Use Sicndcid Industrici Code of United States Office of Statistical Standards)

Code Nuclear Power Station Descriptien Electric Power Type of product:

o.

b. Daily preduction: 40,320 mil / day 365

c. Dof s per yecr of prcduction:

24

d. Length of working day:

hours 7

doys per week 200

e. *!. ber of employees:

3. Type of ownership:

'l ? O l OIb i'"

O Individual G Corporation Porenership Other (Specify)

4. Hos this opplicction been filed as a result of o Senitary Weter Boerd order?

O vcs [y; ~o

5. Hcs this application been filed as the result of a violetion notice?

O 'c5

[F) ~o

6. The dete of the order er violcticn notice is (dcte).

[p A

7. List by number end de'e eny previously issued permits relevant to this industrici esteblishment.

C. WASTE TRE ATY ENT

1. Are industrial westes n:w being produced by the ndustrial est:blish nent?

ves [9 e.o

OMl'.ONVE ALTH OF P C titl5Y LVAt!!A F or DereHman' cl Heel'h wie caf r Hsece u. 3 DCPARTMENT OF HEALTH Aveuc Alics n o.

D A f t.

s a t s' a *.L o S At41 T A R Y E tiGIN E E Ril4 G at.vitsUes inir.

omit MODULE 2 GEt!ER AL IN F O RM ATIO!4 litDUSTRI AL WASTES O!iLY

(

C. WASTE TRE ATMENT - Centinued

o. If yes, c'e the industricl wastes:

O Dischorsed without frectment?

O Treated and discherged without permit?

O Tecored end dis *,crged under Senitcry Water Bccrd perr,it?

O Discharged to municipal seweroge system?

O Sonitary or combined sewers Storm (Nome of System:

)

0 0ther (Describe)

2. If the industriol wastes cre being treated in on existing industriol Woste treatment plant, briefly describe the treorment provided.

Mlb

3. hhot is the method of disposel of sanitary sewoge?

O Public sewerage system gPrivate sewage treatment plant Ownership W+

pb13 tan. Idice, co Loc ation

'rhrea ' file T ni md 0 0n fot septic tank tile field system O Other (Describe)

D.s OPERATION AL FE ATURES----

O701 O f~ f; a

NOTE: In onswering the following questions, informo: ion provided must apply to all Units of treofment piont.

1. Will stondby equipment be provided ier all mechanical units in the treatment plant?

Q vts. O no

o. If no, ere ports reodily avoitable from local suppliers for repairing rne chenic el lr ed d:,,, s?

g y cs g ~o

b. If no, will s;.re ;srt s b: st-ded of thc tre:teent p!:nt f:r all critico!

mechenical units?

g yes g ~o

2. Will process producing wastes be discontinued du ing reinds of equipinent f:ilure?

Q vcs O ~o r

22

HsC s946.2

')llWE ALTil OF PElJNSYLVANI A For Deraetment of lieoith use only

~o A i r. sw e a rn o E P/. R T M E N T OF H E AL Til

+, Lic A r g,n n o.

5ANITARY ENGIN E E RiflG Rev.'7/30/71 u y, m n.,

,y,,,

c,,,

MODULE 2 GENERAL INFORMATION lNDUSTRI AL WASTES ONLY D. OPER ATIONAL FE ATURES - Continued If no, describe anticipated reduction in treatment e ficency during equipment foilure:

o.

s Unit 1 - Nov. 1971

3. Construction of the treatment plant will be completed by_cui ? - my, 19'3 (Date)

E. RECEIVING STRE AM*

1. What is the nomc of the receiving stream?

9imeimh'nnn U vo r o.

Tributary of:

b. Tributory of:

e. Major drainage besin:

O Delawere O Potomac

@ Susquehonno O Loke Erie Ohio O Genesee

2. Describe the exact point of discharge.

40 09 07

" Latitude o

76 o 43 e

40

" Longitude

o. Watershed arco obove point c8 discharge is 25,000 square miles.

3. %ot is the:

o. Minimum 7 consecutive doy flow occuring once in 10 years?

2500 cubic feet per second r Minimum stream flow?

1700 cubic feet per second

c. Above flows are: Based on Cg Measurements or C Estimates.

50 Based on years of record.

4. Is the treatment plant subject to flooding?

O ves G "o

5. The p obability of the treatment plant being out of service due to flooding is ence in10,000 ye ar s.

a. List briefly the methods used for flood protection: Dike around the entire Islimd_

Same protection as Nuclear Plant.

• Attach a United States Geological Survey 7.5' or 15' Quodrongle Mop showing the exact points of discherge.

979.1,

.' b.f u-23

' tot:WE ALTH OF PENT:5YLVAttlA I

F or Deporte,e.*? of i:calth us e-eef >

krc c ec.:

D E P AR TM'. N T OF HEALTH Aveucaucn n o.

o AiT~r k g P AN co S ANIT A RY E NGIN E E RIN G 11/18/~)0 H EVIE

• C R's INIT.

DAiL MODULE 2-GENERAL IN F O R M A T IO t1

~~

INDUSTRI AL WA5T ES ONLY t

E. RECElVING STRE AM - Continued

6. To the best of your know!cdge, will the treated waste dischcrge adversely offect:

o. Domestic water supply?

Ov'es'tGuo b.' Bathing?

Oves G ~o

c. Stock' watering?

O rc5 G~o

d. Fish end aquatic life?

O ves Guo Industrial water supply?

O ves Gwo e.

vcs Guo

f. Irrigation?

vcs G No

g. Booting and aesthetics?

7. If any items in item 6 above are answered yes, indicate location end extent of adverse effect:

F. UNDERGROUND WATERS

1. Will the proposed treatmerit plant result in the discharge of any westes to

{

underground wcters?

O rcs Guo

c. If Yes, describe:

(1) How will the discharge recch the underground:

(2) Geologiccl strato involved:

(3) Existing quality of underground waters:

(4) Present use of underground weters:

(5) Anticipated effect of dischorse on quality of underground waters:

G. PRCCESS WATER TABLEI AVERACE WATER U$E NAME (MCD)

$OURCE WELLS PUBLIC $UPPLY PRtVATE $UPPLY 70 R1YE R. STRE AM CR LA K E Susquehann,. River OTHE:t ($P ClFY)

C' )

i

S7 5ga C tQ24yrg.

OyI< '= 5

==5 o

?3 1 o o _5 3..

> r D*

ITE>l 9-i

?

a g "d M d 5,.G, = o '

lc3,

7. h y

g> E g> 3.

oOA p 3-bs. RE h<?m

".zh

$.Y.

go rm "

g o yy>r g'o p r h" gg goc x pr t>$ m

• 9%*

.g!re b/~ ~

9 0

S 3

e*

5 2

a[ !yO 8

6 eJ

& 2 eO s

$gts%

Y R

A S

S

%p#$

C E

• O o[N E

N f

7 bv Ff

? 'o O,~r d[N*-

0 4

4 S

T r

5 8

0 E

J e$

E 7

4 H

9 4

5 e

5 3

1.

5 A

go $

N 5

5 O

2 IT N((O]

I D

D 2

0 5

A 9

E 1

8 Y 5

i "g' o e ", J" 1

tJ 8

6 4

ja$

.p ol,c 7

8 9

7 2og 3

2

• $2 6

2 2

1 4

desn itn n

o R

o C

E i

T t

FA R

OW n

a o

r E

S5 r

i r

t T

E5 e

t e

n SE A

t a

t e

yC W

LO a

r a

c T

T T

T T

T T

AR W

t n

S A

or e

• C d

I l

N IN 4

n N

N N

f S

NP' i

nIA o

l O

d Ot O

C P

f P

E W

P e c-4 m - i O'

i ~ f C

II A

v N

4 G

t G

d G

N G

N G

a r

s s n R

o N

N o

N I

N 0

ts O

N O

u s

L I

T O

i o

E N

I R

i C I

R I

m I

i t

T L

T L

T I

8 i

T IL R

iL L

T L

l L

i A

A P

a A

P A

P P

A P

A P

a B

P w

C x

w n

c u

C D

O o

a O

C 4

C A

C u

m c

M A

u t

m a

i a

o e

A a

O

o. t 4

o.

m

)A R

a S

L L

s L

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G T

sR L

]p, -@h yC.~dap Mcr

)

7, a.

)jO D 3, c

,g== c I, C A

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f

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For Departmerit of Hecit. use enly n s v.3 4 s. s

'M0!rr!C ALTH OF PCHH5YLVANIA i

oAic en &Anco D E P AR T M 2 tti OF HEALTH AppticATicN rio.

SANIT A RY E N GIN E E R!'4 G

'11/18/70 MODULE 5 YlASTE LOAD AND CHARACTERISTICS CHECK (Y) TYPE OF P EhMI T AP P LILO FoR

(

( g iw as Q uo TABLE l WASTE STATUS REPORT Indus trial v!AST E: Industrial Industrial Industrial WALT E.

W A5T E:

VIAST E:

D EXISTING O E XISTING O EXISTING O EXISTING C PROPOSED

@ P R_O P O S E D

@ Pf?OPOSED Q PROPOSCO

1. TYPE OF W AST '

Clarifier Sludge Cooling 1.'ater Demineralizer Filter Backwash Backuash 2.

e. MOD (

--r e gel 0.028 52

.25

.010 VOLUME

t. # CD O. A m m) 3.

e. TREATED SEPARATELY YCS Yes Yes y

• I

b. HOT TRE ATED yo YCS With Clari-5

c. COMBINED AND fier SludgC TREATED 1.

Filtration.

Cooling Neutra li::a t ion Filtration 4.

E Ei%

M5 55 M

" 't

~

r A. GENERAL INFORMATION ik,

1. Will all laborcrory enoIyses be in eccerdence with the !ctest editien of Standard Methods For The Examination Of Water And Viostev.oter?

G]vEs Ono ON^

2. Will process produce for each weste above, o satisfactcry effluent that will have no adverse effect vpen the receiving strecm or its uses?

x YEs Owo Ona (ONLY SEWERAGE AND INDUSTRIAL WASTE APPLICANTS COMPLETE ITEM 3)

3. Give expected percentege redution of:

a. BOD (5 day 20' Centigrade)

To ERNa

b. Suspended solids 95 T.

O~ ^

c. Settleobic solids.

99 ON A (OHLY MINE DRAINAGE APPLICANTS COMPLETE ITEM 4)

4. The quality end quantity of mine drainese may be estimated for new mines by relating dato obteined from similcr mines, if the weste locd has been estimated in this manner, complete the following:

E 5 mE ELATED 15 THE REL AT ED 15 THE IS THE DIST ANC E

" " ^

LOCATION OF RELATED WNE MINE IN THE MIN E RELATED FROM PROPOSED O

Cr SAME SE AM?

CONTIGUOUS?

MIN E:

MIN E ggR E O Activt O ve5 0 "o A.

OYES O ho O YEs O ~o O '~ ^ cti ve O acTivt Mt.

YEs C No B.

O YEs [No YEs [ NO C IN A CTIV E O ACTIVE C.

O YES [NO ] Vfs CNO

((N ACTgyE M1.

] Y Es ]NQ 70

_1 Ii r. 81

C ?.'."."': rJ ~. / L T. i O T' ITI'":.Y L V/.:lla l

F,.. P. : acewne I H,.vt.t

..e enly c:... :

.a.

l a t. ).. e ccs As t u

.~ '.

T..r y-O! M *. t.1 H p ;,,,,,, 3 i s, y r, o, M.. ~,s t. I'

l. !JCll:8 I. IsilJ(

""I' t- -

D.C.DtiL *: 5 WMi t t.0/.D e N D Cr. AP/.CT E rlf. TICS CS F:

(

• I. 7 Y e' C eF Pr M.if Al e t e r > gon hl*

I."} 'e

'[lMO T/BLE I WASTE 5'l /s iUS REr'O'tT WAST E: _b1 uid V Ap g,:

Liquid ras t t:

W A 5 7 t :,_,,,_

3 O EAISTilt, O L X!'.11t : *.,

O CXISTINC O EXi! TING f~' DROP 05LO gPRCr>O5r0 C PROPC5CD PROP 05LD a

Unit--l Un-it-2

1. TYet er WA5TE Radioactive Radioactive l c.nco vu,na TWx-10~9~

2.

2.74 x 100 (based on 1,000,000 gal / year) votu e f. e ;a ce..,;... ;

6.85 x 10-3 6.85 x 10-2 (based on 2,5_0_Q m.Q.Q_nallye,r) o 3.

c.1 nt A i G I'

SE r Al' AT'.LY tu,.

r

~

hd L. twt Tf:L '. T E D 3o E

c. ccu.cmcD Aro After treatment these wastes will be combined vith the effluent from the mechan;ical draft cooli ng t.o. we rs.

Trreira I

he O

Deraineralization Mixed Bed Resi.ILitixed.Ded_. Resin.__CUsed on1.y. o L letdown from-prip. syst.

ih Ei_1.t ra_t_io n

_ Pre.cqq1;.lf i te r _. Cart r.idge_Eil:.._( Us ed_.cn.Ly-when-part-iculat-ee-ade preser g

gDemineralizat.iod Cation Resin l Cation Resin (lis.ed_caly_on.leidoun_ froa.t-p ri:d. s y s t. )

53 V.i'PS.ra t io n Dim.,S tre a::t_ ' Dis k S.trenn _ (Usod =,11 f as tes-)

,Eh Dhm i n e r a 1 i z a t i o n M ixe_(LBc.d_.le.s in

_llixc d_E cd Ro sin ___ (ll.s.csLon ev.ag aie.irom >11_wasteo)

"b [-

i.

A. GE:'.NAL I!JFGTru,A7l9N

1. Villi ill lebceetney c.nclytes he in c:cerdance with the latest edition of Stureud 1/ctheds For The E.<minction Of Wetc.- And nosteuater?

Ovts f..juo [ ens

2. Y.*ill process pr. t!vce fcr each *vaste ol,:,ve, a soli,fectcry cffluent that will have tie od.mr te vif0ci L".<.n the recci.in; ttreo n or itt. uscs?

I.x;YES UNO [NA (ONLY set ERAGE AND INDUSTR: AL 'ie'ASTE APPLICANTS CO /.PLETE ITEU. 3)

3. Giv-cvpe:iad p: cento;e icducti,,n of: a. BOD (S d y 20 Centicret!e) g ry;v.

b. Suspended solid-( X:" ^

c. S-tilcol.!c solids _

l~Xu (ONLY l.'.!NE DRAINAGE APPLICANT 3 CC!PLETE ITEM 4)

4. The cgclity cad c.ventity c,f mine.frcinc ;c r.2:y 1,e ccome'ed for nry rnincs by relatir.g data e,ht:.ioed frcrr. similar mi..::. If th. w : h:n-i has 1.an c.uin nted in this nont.er. co rplete the fciiaveing:

I! D.'. I:L L ATi f7

5 Tate 15 1HE u Cl!T A!!CC Qh'y,',

h.

LCCAllC CF RELA.CG LUNC M "T IN T>t 1.:M RCLATED FROT/. P:iOF05 F.D 3

SML SEN C0ei T'GUCU$ ?

Pli!L WMC

/CID Ctsdive,r:d

=

I O ^c'lv c A.

O Y E'.

O rac

[ v t..*

O NO

[it.AC71ve n'-

O vc5 O ~o..

O AcTivr.

D.

["] < E J C r:0 10 5:3 CNC C f P ACTIVE M-O <cs C No D s cTryc

' C.

l ~' v r.:

Q Nu

" " ~ 3a D %c

[ ite O s ts O s.'o r :Ttvt m.

s

~.

m w e..m ee e e..

[v / 1 7 't 0 1 l

oo m

g

'g y

.r 1 -B u J U 'l i

m DQ O

_3

O

~ e mo o.

1*

~, x3T',;

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CM e$

I Rad. Liquid w AST E-Rad. Liquid _

WAST E:

LOCATION:

I ]ll p #;

h w AST t:

f~ -)

SwPLE o t D AT A tOCATION - Continued LCC ATICN:._llr i " 1 LCC ATION:

I'n i r

toc ATICN:

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0 56'-9 O P ar d

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{

hD "cn A E (C) escusTRfAt w AsT ES AFPLICANT5 COM-wA5Tc to^o wASTr tcAo ScwruAct neuCANT5 COMPLETE RAW TREATED RAW TRf ATro RAW 1RCATED RAW HrATFD h

DI wAsTc tcAn g gt ottic eu. netiCAntt i T c us.

WASTE toAn

^ ' ' " '

J^"

O^"'

O ^ ' '"'

U ^ "'

O ^"i O ^ '' t U ^"f f~l C ia""+d Gl ': ""-**

• J D E"*">d l 'A f $'ia *J l ' I C 5'ia

d

( ~ l Ci- J l l f ""a

d I ' l l ' *'"' -a o g.

t tu iA ( APP I AtlT5 CCMPLETE a

M

,r re n y en.,.yerien

,e ro o f f f t R ('.PLCIF Y)

(GIVE in4ITS) c effluent E

wa 140TES: (1) Waste flow rate g ven is tii at for ra< ioactlye liquid va: tc flowin ; into cogling tove M

(2) Activity Icuels g ven are those in ti c mixture of rad-ui ste and choling tower efflue tt tha t i-E I

3 g.-

flowing to the ri cr and ar e based on the acti vity Icyc] in the p -tmary cot lant naso :iated uit i

v-y r

o

[*h{

1% failed fuel (d. sign bas 1,; case).

(3) 11aued on batclt dj. charges Lo the cool ing tose cffluent and this. ictivity I cing the inly one 1 cc-f "i h,

U 0,

(4) llased on the "annial averalN" discha,ge to the cooling t over ef flitent (i.e.

35,000 CPM C.T.E.)

p r, sent in the batch of waste.

o

• 2:

(5) liased on a mixtur of ident ified isotopes.

o ra N

)

,z,,, n v

u n

nn. e 1

1 Uh5 2 r.<

Y g

og B. DESCRIPTION OF SMPLING PROCEDURE c.)

n

-4 1

g g

9

1. Fct each waste load on'Toble ll, describe below the enethod and date(s).of sornpling:

b 2

When a storagt The liquid wastes are collected in one of two 7500 gallon storage tanks.

a.

Unit 1; tank is filled, its contents will be sampled and analy..cd for either: 1) tritium and c g

mixture of unidentified isotopes or, 2) for isotopic composition.

Sampling frequency vt '.1 W

Sampling method is to circulate the contents of the depend.on how often a tank fills, 1 il

?

tank titrough an internal spray header and, af ter a reasonable period of recirculation 1]4 collected is 12,000 gallons.

s-a 1

E o C

draw a samp]u from the circulating strcum.

o

)

s h that the capacity of the tanks in which the liquid wastes art p

{ j b.

Unit 2:

Identical to Unit 1 except

(

cc)

S, h._

u)

E y,

a 4

.t 5

- {7 uc A14un

^

f or De r ee se.cnt of Iteo!,6. us e o,1<

10:alCALTH OF P r.HtiSYLVAlli A

,,$ r.e c..s

f...

EC O f. P A R T M E t41 OF HEALTH UATL P4JARLD SAttlT A RY C.N G!!4 E C Rli4 G 11/38/70 MODOLC 9 - CHLMICAL T R C /.T MEl4 T

'n t-J ' t

• L A' S ' k n -

DAIL cutt, can t vPr er (includ.cc f eeders)

P o rms ? APPUCD roR paw Os O vo (Do flot Use in Lieu of Disinfereir. F acif;sie s f.fodule)

A. OLEMICAL TRf ATMENT

1. Type of process:

[U', Neutr alization 0 0xidation other (specify):

O Acid cracking of emulsion a Reduction Neutralizatien of acid waste

2. Describe process:

3. Time required for process is 60 minutes.

4. Detention tirne provided in reaction unit is.!11n-60 minutes.

Stec) lined eith Planite

5. Of what material is the reaction unit constructed?

6. Is the rnatetici in item 5 cornpotible with the row cnd treeted waste end chemicals used?

Qvc$ 0 "o

7. Will the process result in the precipitotion of solids?.'

O res CO "o If yes, v.ill the solids be retained in the reaction unit?

O r c5 O "o a.

b. If no, will o r.ettling unit be provided for solids rernovol?

O vos 0 "o

c. If solids will be retcined in the reaction unit, describe method and frequency of solids removal and locotion of solids disposci (if to land,

. complete the "Lond Disposal of Studgo", Module 12.8):

8. Will the process increase total solids in waste?

Q v es O "o 885

a. If yes, specify increase:

milligrams per liter

9. Will chemicols used in the process produce od3rs or toxic gases ?

O ve5 Q Ho If yes, cro measures beinn taken to control horerds and nuisances to a.

ernployees ond surrounding population?

O vr$ oho

b. If rnethods are provided, indicate:

10. Is chemico! storage crea large enough to stock ompte supply of chemicols?

G v e$ O Ho

11. Is chemical storage crea protected to prevent occidental discharge of hazerdous meterials?

g v c5 O "o ONLY INDUSTRI AL WASTES APPLICANTS COMPLETE ITEM 12.

12. Chemical treatment is expacted to produce on effluent from this unit having q7nq

,3

,y the following chorocteristics:

i Clear solution of dilute !! 50,,

(<5%) & dilute NaCll (<5%) mixed with backwash 2

6 rinse waters.

This will be neutralized to a oil of 6.5 to 8.0 with liqui'd Naoll. The total volume of wastewater will then be diluted in 25,000 gpm (average) of river cooling water bef ore going back to the river. Was te discharge about twice a week. Cooling water volume can rarge between 5,000 gym (min.) and 38,003 y,1.a Wu...>.

W 9-1

nsc-r.,

ituOtr!C/.LYH OF P r.HH5 Y LVAN] A Fu Department of Mc e.f th use only D E P A P.TM t t:T OF H ALTH Aepticriion,, o.

c Ai t, extrAnto SANITARY Cf;GINEEPING 11/18/ra MODULE 9 - CHE!.!! CAL TRE ATMEt:T nr.yir.v.cn s itaT.

oAtt (including f eedte:)

cHL:cs tu t t o c or P c RUlf A PF ut C U FOR G iv Os O vo (Do Not Use in Lieu of Disinfectien Fa litie s Uedule) i B. CliEl.'.! CAL FEEDERS AND OiEMlC ALS USED IN THE PT 0 CESS TABLE I CAP ACITY '

o F

c' CHEMIC AL' / PPLIED e

DO5A0E E

h (AL50 GIVE APPLICATION POINT o

(M, L)

L /

RANGE

[ ti y

,j g

TU DE N AME) 0 s

4

=

w c.

Caustic Goda 2' f rom bottom X

Na0ll 835 of Neutralizing 737 10 gpm X

I-Tanh X

Nacil 085 Same 737 10 gpm X

3.

4.

5.

1. Desc ibe control mothed:

6", butterfly air operated valve automatically opened within a preset ph range.

2. Location of control point s:

q7n n'F I^'

]

At outlet of tank

J u

E e

e.'

e. -ee oe e

=

oait extPAnco

'DEPAPTMENT OF HEALTH

,Apptic43 c,,

so.

-only C"-MMONWC ALTH OF PENNSYLVANIA For Derodwn' el licolih vst-ust.04 6 It 5^"" ^ R Y

["Ul"(("'"O 11/18/70

" ' V ' D' " 3 * ' ' '

"^

SLu]GE TRE ATMEi4T AND DISPOSAL F ACILITIES

,ENSIT TrrSttS2 SS t glw 05 O va Mooult 12.0 vAcuun rlLTERS AND CENTRIFUGES 2

uni T:

3 Um T:

1

umT, TABLE 1 Ust T:

O ext $11t4G O E XISTIN G O E XISTING O E XISTING hPROPGSED Q PROPOSED

@ PPOPO5ED O PROPOSED CVACUUM FIL1ER QVACUUM FILTER QVACUUM FILTER CVACUUM FIL T E R OCLNTRifUGE OCENTRIFUGE OCEt41 RIFUGE CC EN T RI FUG E

1. INDIC AT E U'4t T 5 Clarifer Stand-by Stand-by 1

, PRODUCING SLUDGE Antrifilt 6 (Industrial Poudex Filter (Sanit ary I?aste)

& Sanitary) 2.

o. WET 5LUDGE (Ga l>Hr.)

2000 2000 2000 g

'd

b. SLUDGE g

g D E N 51T Y (".)

3.

.. (t5./52.F t./iti.)

5.32 5.32 5.32 g

166.8 16L8 16L 8 6 M H'1 G

(1) e5 5'.U PG t 7,,/ coy) 2.0 2.0 2.0 C AK E W

2.4 2.4 2.4 DUCED (Cv.Yd./Doy)

4. MOISTUF.C EXPECTED u4 CAKE (m 50%

50%

50%

L USED

5. CHEjcAL5 diatomaccous diatomaccous diatomaccous g3 carth carth carth

6. CON 0lTIGNING METHOD (5;* cify)

None None Nonc

7. ECUIPMENT diatomaccous diatom 3COOUS diatomaccous e.

TYPE Carth prcSSure carth pressure carth presSurc filter filter filter

8. EXTENT OF UNIT US E (Hrs.M.)

56 8

56.

9.

e.

FILTR ATE (GPO)

Discharge to Acration Discharge to 15mED TO:

River Tank River

E o

f

b. C AK E CtSPOSED E-To:-

Landfill Landfill Landfill

10. IF OUPLICATE MECH A.NICAL UNITS ARE NOT PROVIDE D, DESCR!BE ST ANDSY ME THC0 OF OPER ATICrt:

(USE AO;l T!;i. AL SME E TI IF N E C E 5 510.Y )

i

' tF TO L AND CouPLETE "L AND C!5P05 AL OF SLUDGE **, MCOULE 12.8.

q, 12.0-1

n::t.co s e. o D!.w0MTICALTH OF pct:ri1YLVANIA Fe,0:roetr-ent of Heotih c:e only w eudfTIon tw.

o4T r. eu. Auo DEPAf TME!!i CF flEAllH SANITARY EliGit;E CI!!N G 11/p/10 MODULE 13 PUMPING F ACILITI ES nLvitw:. n's N T.

oAIE CHECK (XI T YPL OF e nmi t ee u ro rori (DO !!OT USF. THIS MODULE FOR s O'o SEW /.G E PUVPit:0 ST ATIC JS)

{9:w LIST ALL THE POV.P5 I:1 Titt F ACILITY..CL ASSIFY E ACH PUMP ACCCMDINO TO THE CL A551FIC ATION T ABLE I KEY Ar:D AN$wER ALL REltvA>:T cuESTio:45 CL AS$1FIC ATION KEY WCT % ELL OtECK COLUM 45 OR SUMP

e. RAW WA5TE PUMP THAT APPLY

b. RECIRCUL ATIO!! PU"P TO EACH PUMr PUMP a

c. 5LUD00 RETUR:t PUMP NM@

2

d. RAW SLUDGE PUMP 2

ee 7

o Q EFFECTIVE u

.. 5LUDGE RE CIP.CUL ATION PUMP 3

g g

j O

}

g E

C AP ACIT Y E

u

,g

f. EFFLUENT PUMP p o{

g. MIN E DEV'ATERING PUMP y

E O

r, y b (c31.)

77

(,

g 23 o

$ Q>

h. OTHER (SPECIFY) g g

P 7

8 u,

E

.P 9 Me o.

o w

.c 4

u..

r g

g j

]

o TCH y

g 3j IN DI C AT E SUCTION SPECIFY DiSCHARCC g o

<g POINT CF HEAD 8'OltiT OF YLL OCIT Y f

o v

y.

n

'{

(GPM)

(p,,)

o

@, dd SUCTIC*4 (F e.)

DISCH ARG E (FPS)

U [

0 E $

1 a

Wet wel]

20 to filter 3.4 X

X X

33.4 120 29,200 360 2

a Wet well 20 to filter 3.4 X

XX 33.4 120 29,200 360 3

a Uct ucil 20 to filter 3.4 X

'X X 33.4 120 29,200 360

('

W e

1

1. ^

d4 A

~

13 1 9 I O 'l

[] /, 7

UNIF RM1.yRM FOR PROOF 0.

JBLICATION "UNDER NEWSPAPER ADVERTISlNG ACT" N o.

Term, 19 Proof of Publication of Notice in Middletown Journal Under Act No. SS7, Apprcved May 16,1929 Staic of Pcunsytronia, ss:

County of Dauphin, J. II. FON, of the MIDDLETOWN JOUltNAL, of the County and State aforesaid, being duly sworn, deposts ami says that the MIDDLETOWN JOURNAL, a newspaper of general circulation pub-lished at 109-11 Poplar street, Middletown, County and State aforesaid, was established 1S54, since which date the MIDDLETOWN JOURNAL has been regularly issued in said County, and that the printed notice or publication attached hereto is exactly the same as was printed and published in the regular editions and issues of the said MIDDLETOWN JOURNAL on the following datcs, viz.

Ilovemb er 12-19-26 and the 3rd day of mocy;wpl A. D.19.diO_.

Affiant is not interested in the subject matter of the aforesaid notice or advertisement, and that all the allegations in the foregoing statement as to time, place and characte-of the publication, are true.

%2 Copy of Notice or Publication Sworn to and subscribed before me this 7

day of

. / M -n

&v

,1947 dW NOT5li

~

My Commission Expi.ey/.

,[CDt!7c;.,S CJ'O 3.f/0RD xerrict: Is inamsv onTN

,f

/

DC

_. P/tt4g*

that the Metro;utitan EdL'on Cem-STATEMENT OF ADVEB'py1IsiNC 40STSe ce;NT/

pany ina nds to m.ue application to u.c sul:ary v.uct r. nard. Har-

'-"% O > M.

O tP OU Oli tr n d. di s o'n'Li i;,,, Mu j;{(Dil0(c f

Lc72 ri. cure. Peniayhan;a. for a pernut !

to trest indstrial saste at its ;

g piant lxated in 1.ondonderry Town,

' hip LancaMer County and to dis-

. A J OL &,2 s

charae the treated s aMe s ater into the Su*que har.n a En er. This ap-Rea dinr;e) Pa p!! cation is made under the pro-sinons of the Act of June 22, 1931

• To MIDDLETOWN JOURNAL, Dr.

7 L im as amended.

Adv.-!!-12-4t For Publishing the notice or publication attached hereto on the above statc*d dates - - - $ 21.60 Printing Sale Dills -

Probating same -

1.00

-s 22.sc Total. -

~

~~

PUBLISHER'S RECEIPT FOR ADVERTISING COSTS

~~

J. H. FON, publisher of the MIDDLETOWN JOUP.N.iL, a newspaper of yencral circulation, here-by achnowledges receipt of the &mid notico and publication costs and cerces that the same have been duly paid.

THE MIDDLETOWN JOUP.N AL e

p i.t Dy

'?O e ~ ~. 1 fi t,oa m

~

t UNIT I

,~

RADIOACTIVE LIQUID WASTE Radioactive liquid wastes produced at TMI Unit i for ultimate discharge to the Susquchanna River will be released under the following procedurcs:

A.

Batch Disposal P, asis 1.

The radioactive liquid wastes are collected in one of two 7500 gallon storage tanks provided specifically for this purpose.

Such wastes are distillate from a waste evaporator which have subsequently been' routed through a resin bed for further puri-fication prior to collection in the waste storage tanks and are therefore essentially pure water.

2.

The contents of a filled waste storage tank shall be sampled and

(.

the samples analyzed for: a) a mixture of unidentified isotopes (in which it is known that Ra 226, Ra 228 and I 129 are not pres'ent) and, b)- tritium.

As an alternate, the isotopic composition of the wastes shall be determined and the MPC of the mixturc of isotopes actually present (other than tritium) shall be used in conjunction with the tritium concentration for determining allowable disposal rates.

3.

Af ter sampling and analysis, the contents of a waste s,torage tank are pumped to the combined ef fluent from the Unit 1 and Unit 2 mechanical draf t cooling towers at a rate controlled to insure that the activity cancentrations in the mixture of liquid waste and I

cooling te.ccr aCCluant arc within the limits defined below:

I b

~

7709 n /,

c. - v 1 u.

t

C C

U1 T

25 1

1 x 10-7 aci/cc( ')

+ 3 x 10-3 uC1/cc(3) k C

where:

UI = concentration of a mixture of unidentified isotopes or, a mixture of identified isotopes, other than tritium, uCi/cc CT = concer.tration of tritium, uCi/cc Notes:

1.

Ibximum permissibic concentration (MPC) limit for release of a mixture of unidentified isotopes to unrestricted areas as established by Rules at d Regulations, Com-monwealth of Pennsylvania Department of Health, Chapter 4, Article 433 and 10 CFR 20 - Federal Register, or i

2.

Maximum pe rmissible concentration (MPC) limit for re-lease of a mixture of identified isotopes, established

(

as follows:

s.,

'C C

C A

+

3

+

C

+.

I1 MPC MPC

_ MPCA 3

C to unrestricted areas per the regulations cited above.

3.

Maximum permissible concentration (MPC)' limit for re-lease of tritium to unrestr'icted areas per the regula-tions cited above.

4.

The ' rate at which liquid waste may be pumped to _ the effluent from the mechanical draf t cooling tower is calculated based on:

a)

The mixed isotope and tritium activity analyses of the batch of liquid waste to be discharged.

970]

O ~ p) 4-.

v i

2

i b) The flow rate of the. combined ef fluent of the Unit 1 and Unit 2 =echanical draft cooling towers at the tice of discharge and, c) The activity limits, established by the equation given in item 3, above, for the mixture of liquid waste and cooling tower effluent.

Unit 2 will be prohibited froa discharging radicactive liquid wastes to the combined mechanical draft cooling tower effluent when Unit 1 is discharging radioactive liquid wastes to it and vice versa.

~

5.

The rate at which liquid wastes are pusped to the combined

(

cooling tower effluent from Unit 1 shall be limited to no less than 5 gpm and no core than.30 gpa.

6.

Radioacti6e lit aid wastes from Unit 1 shall not be discharged to the combined effluent of the ecchenical draf t cooling towers when the flow rate of the ef fluent is less than 500C gps.

7.

The flow rate and activity of all batch liquid waste discharges from Unit 1 to the coabined effluent fran the =echanical draft cooling towers are continuously monitored, recorded and alarmed.

The liquid waste discharge is autecatically ter=inated in the event that the setpoint of either the flei conitor cr the activity =enitor is exceeded.

(

3 (Revised 6/14/73) l' / f e

4

The flow rate and activity of the mechanical draf t cooling 8.

tower effluent - liquid waste mixture are continuously monitored, recorded and alar:ed.

The liquid waste dis-charge (per item 5, above) is automatically terninated in the event that the setpoint of the cooling tower effluent activity tonitor is exceeded or the cooling tower ef fluent flow rate falls below its setpoint, as established at the time of initiation of the batch discharge.

B.

Annual Avera;c Release Basis The annual average activity level of the =cchanical draf t 1.

cooling tower ef fluent discharge'd to the Susquehanna River shall be calculated based on the total activity discharged

(,

to the cooling tower effluent (based on tritium and other identified or unidentified isotopec) divided by the total yquantity of cooling tower ef fluent. discharged to the river during the year.

2.

The yearly quantity of liquid wastes is esti=ated to range betwaca 500,000 and 2,500,000 gallons depending on how.cuch is recycled within the nuclear portions of the Unit.

C.

Miscell'aneous Waste Streans Within Unit 1, there are two sources of liquid waste that are normally not radioactive but do have a re=ote potential of becc=ing 9709 077 u1 tz m

e_

4 (Revised 6/14/71)

(

G e

9 These are slightly contacinated with radioactive caterial.

the laundry and shower drain collection tank and three su=ps.

Laundry and shower vaste from the " radioactive" laundry 1.

and showers are collected in an 8000 gallon capacity tank.

This liquid cay occasionally contain extremely low levcis of activity but it vill not contain any tritium.

Prior to disposal, the contents of the tank will be sc= pled and If this analyzed for a mixture of unidentified isotopes.

indicates that the concentration of the mixed isotopes exceeds 1 x 10-7,pc/ce, the contents of the tank will bc pumped to the liquid.radwaste disposal systen for processing through the vaste evaporator cnd de=ineralization of the condensate therefrom prior to disposal to the river on a batch basis as indicated in item A, above.

If the nixed isotope concent' rat' ion in the laundry / shower vaste is 1 css than 1 x 10-7,pc/ce, the content of the laundry waste tank will be pu= ped into the station sanitary waste disposal system at a conitored flow rate (nominally 30 gpm).

There, it will receive the same treatment as ether sanitary wastes prior to disposal to the ecchanical draft cooling tower effluent.

9701 n77

c.. c J

5 (Revised 6/14/71) k

s a

2.

Three sumps, the tendon access gallery suSp, th6 heat exchanger vault sump and the borated water tank tunnel sump normally collect ground water scepage into below grade structures.

They discharge this water to the combined ef fluent of the Unit 1 and Unit 2 mechanical i

draft cooling towers pas t a radioactivity monitor.

Although this water is normally ground water scepage, pipe systems carrying radioactive solutions pass through the areas draining into the sumps and a highly unlikely pipe rupture or badly leaking valve packing might radioactively contaminate the contents of one of these sumps.

In the event that this occurs and ths setpoint'(2 x 10-6,c/cc) of the radioactivity monitor is exceeded, the sump pump discharge from all three sumps will automatically be re-routed into the miscellaneous waste storage tank of the liquid radwaste system until the activity level seen by the monitor decreases below the setpoint.

The activity level of the discharge from, these sump pumps is continu-ously monitored and recorded but the flow rate from them is monitored and recorded only when the discharge is routed to the cooling tower effluent.

It is anticipated that these sumps will discharge water, in relatively small quantities, about once or twice a day under normal conditions.

There are two pumps (operating sequentially *

~

with rising water level) in cach of the three sumps.

The capacity of each pump is 20 gpm at 30 feet of water discharge head.

2?31

4 6

i

s UNIT II RADI0 ACTIVE LIQUID WASTC Radioactive liquid wastes produced at I?H Unit 2 for ultimate discharge to the Susquehcnna River vill be rel' eased under the following procedures:

A.

Batch Disposal 1: asis 1.

The radioactive liquid wastes are collegted in one of tuo 12,000 gallon Evaporator Condensate Test tanks provided specifically for this purpose.

Such vastes arc distillate f rom the Reactor ' coolant evaporator which have subsequently been routed through a resin bed for further purification prior to collection in the Evaporator Condensate Test tanks and are therefore essentially pure water.

2.

The contents of a filled Evaporator Condensate Test tank shall

(,,

be sa pled and the sampics analyzed for:

a) a mixture of unidentified isotopes (in which it is known that Ra 226, Ra 228 and I 129 are not present) and, b) tritium.

As an alternate, the isotopic compositfon of the wastes shall be determined and the >TC of the mixture of isotopes actually present (other than tritium) shall be used in conjunction with the tritium concentration for determining allowabic disposal rates.

3.

Af te,r sampling and analysis, the contents of the Evaporator Condensate Test tank are pumped to the combined ef fluent from ~the ~ ~

Unit 1 and Unit 2 ccchanical draf t cooling towers at a rate that insures the activity concentrations in the mixture of liquid waste 7

q q n q,,, rJ ua :

'and cooling tower effluent are within the limits defined below:

C CUI T

l x 10-7 uCi/cc(

-3 1

+ 3 x 10 uCi/cc e

where CUI = concentration of a mixture of unidentified isotopes or, a mixture of identified isotopes, other than i

i tritium, uCi/cc CT = concentration of tritium, uCi/cc Notes:

1.

1bxin.um pernissible concentration (BTC) limit for release of a mixture of unrestricted areas as established by Rules and Regulations, Con-monwealth of Pennsylvania Department of Health, Chapter 4, Article 433 and 10 CFR 20 - Federal Register, or i

2.

Maximum pa rnissible concentration (MPC) limit for release of a mixture of identified isotopes, established as follows:

CA

+

g C

Ifl C

C

}TC MPC C

i g

B C

to unrestricted areas per the regulations cited above.

3.

1bximum permissible concentration (!TC) limit for release of tritium to enrestricted arcac per the" ra~'seicna c i t e -: cbc"e.

'?O

~-

1, D7(

v 6

O

4.

The rate at which liquid waste may be pumped to the effluent from the ecchanical draft cooling tower is calculated based on:

a) The mixed isotope and tritium activity analyses of the batch of liquid waste to be discharged.

b) The flow rate of the combined effluent of the Unit 1 and Unit 2 mechanical draft cooling towers at the time of discharge and, c) The activity limits, established by the equation given in Itec 3, above, for the mixture of liquid waste and cooling tower efiluant.

(

Unit 1 will be prohibited from discharging radioactive liquid vastes to the combined cechan1 cal draft cooling tower effluent when Unit 2 is discharging radioactive liquid wastes and vice versa.

5.

The rate at which liquid wastes are purped to the combined cooling tcwer ef fluent from Unit 2 shall be limited to no less than 5 gpm and no core than 50 spo.

6.

Radioactive liquid wastes from Unit 2 shall not be discharged to the co=hined effluent of the mechanical drs't cooling towers 9

(Revised 6/14/71) 9?O] n77, t

s. - a

C:?

when the flow rate of the ef fluent is less than 5000 gpm.

The fice rate and activity of all batch liquid waste dis-7.

charge from Unit 2 to the cocbined effluent from the cechanical cooling tcwcrs are continuously conitored, recorded and draft alar ed.

The liquid waste discharge is autcastically ter-that the setpoint of either the flow cinated in the event conitor, or the activity conitor is exceeded.

The flow rate and activity of the cechanical draf t coolin g 8.

tower effluent - liquid waste cixture are continuously coni-tored, recorded and alarced.

The liquid waste discharge (per that item 5, above) is autocatically terminated in the event the setpoint of the cooling tower ef fluent activity =onitor

(}

is exceeded or the cooling tower ef fluent flow rate falls below its setpoint, as established at the time of initiation of 'the batch discharge.

B.

Annual Averate Release Basis The annual average activity level of the cechanical draf t 1

cooling tower ef fluent discharged to the Susquehanna River shall be calculated based on the total activity discharged to the cooling tower effluent (based on tritium and other identified or unidentified isotopes) divided by the total quantity of cooling tcwar effluent discharged to the

]}O1 07 ]

river during the year.

r./

10 (Revised 6/14 /71)

The yearly quantity of liquid wastes is esticited to range 2.

({

between 500,000 and 2,500,000 gallese depending on how much is recycled within the nuclear portions of the Unit.

C.

!!iscellaneous k' acte Streats Within Unit 2, there is a source of liquid waste that is normally not radioactive but does have a recote potential of becoming This is the slightly centacinated with radioactive caterial.

laundry and shower drain collection tanks.

Laundry and shower waste from the " hot" laundry and showers are collected in two 2500 gallon capacity contaminated drain tanks.

This liquid =ay occasionally contain extrerelv 1cw levels of activity but it will not C

contain any tritiu=.

Prior to disposal, the contents of the tank will be sa= pled and analyzed for a mixture of u'ni'dentified isotopes.

If this indicates that the con-centration of the mixed isotopes exceeds 1 x 10-7,,pc/ce, the contents of the tank will be pumped to Unit 1 liquid radwaste disposal system for processing through the Unit 1 waste evaporator and decineralization of the condensate thcrefrom prior to disposal to the river on a batch basis as indicated'in iten A, above.

If the cixed isotope concentration in the laundry / shower waste is less than 1 x 10-7,,pc/cc the contents of the 11 (Revised 6 AM71)

tank will be pumped into the station sanitary waste disposal sys tem at a =onitored fles rate ~ (nominally 50 gpo).

There, it will receive the same treatment as other sanitary wastes prior to disposal to the occhanical draf t cooling tower ef fluent.

to Release Af forded Radioactive Licuid k'astes Prior D.

Treateen:

Liquid waste handling will be divided into two separate waste one chain will process the reactor coolant processing chains:

biced strean and reactor coolant drains, and the other will handle all other miscellaneous liquid wastes.

1 Re:ctor Coolant The reactor coolant liquid waste disposal system will

. provide for collection, processing and disposal of reactor

' coolant water and for boric acid-co.ncentration reductions in the reactor ceolant system.

This system handles reactor coolant bleed from the primary system and drainage of large Coolant volumes of coolant f rom pri=ary sys tem cocponents.

failed fuel radioactivity levels resulting from 1 percent can be processed.

Suf ficient storage capacity is provided to handle the voluce of reactor water anticipated from 2

'?Q1 n O f)

.A.._L

.s.

12 (Revised 6S4/71)

(

s 3

-m e

back-to-back cold shutdo 'ns at the end of a'~ fuel cycle.

Reactor coolant collected in the bleed hold-up tanks will be processed prior to discharge to remove radioactivity and boric acid.

If the fission prod,uct activity level in the coolant is high.

She tank contents will be circulated through filters and clean up demineralizers before processing in the evaporator.

A boric acid concentrating evaporator is used to process reactor coolant unstes in order to remove radioactivity and recover boric acid from the liquid.

The boric acid concentrate will be pumped to the boric acid concentrate tank for eventual reuse or to the concentrated waste tank for drumming and off-site disposal.

Distillate produced in the evaporator vill be pumped by the evaporator distillats pumps through an evaporator condensate k _. '

demineralizer to one of the evaporator condcasate test tanks.

Dis, charge of collected liquids on a batch basis af ter processing

/111 be controlled and monitored as indicated in item A above.

Provisions are made within this system to sharc or cake use of equipment in Unit 1 Auxiliary Euilding in specific situations In the event that Unit 2 Boric Acid Concentrating Evaporator is out of commission a spool piece interconnection allows this coolant to be processed in the Un'it 1 Waste Evaporator.

In the event that Unit 2 Fuel Pool Water must be processed in Unit 1 Waste Evaporator and there is insufficient storage capac#.ty-in --..

the Unit 1 condensate sys tem a spool piece interconnection allows 13 9'O] [O]

cm s

e

i Unit 1 Waste Eva.. ator distillate.to,be re, turned to the Unit 2 Reactor Coolant Bleed Tanks for hold-up.

2.

Miscellaneous Liquid Wastes -

Liquid wastes generated by leakage, sampling, demineralizer slu' icing.and equipment decontamination, will be collected in various storage tanks or sumps. Wastes of this type which are generated inside the Reactor Building will be channeled through floor drains and will be collected in the Reactor Building Sump

{

and pumped 'to the Miscellaneous Waste Tank.

This tank also i

I collects various wastes, generally of high volume and activity i

from within the Auxil'iary Building.

Interconnection with Unit i

s 1 provides for use of this tank for emergency storage of wastes from the Unit 1 Mir.callaneous Waste Tank.

Contents of the Miscellancous Waste Tank are transferred to one of the two

s...-

neutralizer tanks.

The Auxiliary Building sump collects wastes from equipment and floor drains in the Auxiliary and Fuel llaadling Building from which they are transferred automa-i i

I tically on high water level to the Auxiliary Euilding Sump Tank through particulate filters. She latter also collects I

low activity wastes from equipment in the building from which j

s they are transferred through particulate filters to one of the neutralizer tanks.

Af ter sampling in these tanks, the pH i

I of th; solution will be adjusted if necessary.

The contents I

of the neutrali cr tanks will be sampled and analyzed as I

indicated in A2 above.

If activity concentratiens of uniden-t tified iso!O'OS and tritium are vithin the limits defined in

,o,co, m

i 14 I.

l 1

l l

3 1

.m A3 abbve, the liquid will be discharged via the liquid waste disposal linc for Unit 2 and mixed with the post cooling i

tower discharge.

To effect this discharge manual connection l

will be made at a point ups treara of the radioactivity nonitor.

If t_he connections exceed the limits of A3 above, the solution l

ulll be transferred to Unit 1 for processing in the vaste cvaporator.

t I

e l

q 7 O ^j OO t

I

.e I

O D

9 e

e t

9 l

l 15

/

l