"Joint Public Notice NH-022-93 of Draft of NPDES Permit to ...

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t NEW HAMPSHIRE DEPARTMENT OF U.S. ENVIRONMENTAL PROTECTIONENVIRONMENTAL SERVICES AGENCY, REGION I

WATER SUPPLY & POLLUTION WATER MANAGEMENT DIVISIONCONTROL DIVISION WASTEWATER MANAGEMENT BRANCH

P.O. BOX 95 JOHN F. KENNEDY FEDERAL- BUILDING

CONCORD, NEW HAMPSHIRE BOSTON, MASSACHUSET*S03302-0095 02203-2211

JOINT PUBLIC NOTICE OF A DRAFT OF A NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT TO DISCHARGE INTO THE WATERS OFTHE UNITED STATES UNDER SECTIONS 301 AND 402 OF THE CLEAN WATERACT (THE "ACT"), AS AMENDED; REQUEST FOR STATE CERTIFICATIONUNDER SECTION 401 OF THE ACT; ISSUANCE OF A STATE SURFACE WATERPERMIT UNDER NH RSA 485-A:13, I(a) ; AND NOTICE OF A PUBLICHEARING.

DATE OF NOTICE: August 20, 1993

PERMIT NUMBER: NH0020338

PUBLIC NOTICE NUMBER: NH-022-93

NAME AND MAILING ADDRESS OF APPLICANT:

North Atlantic Energy Service CorporationP. O. Box 300Seabrook, New Hampshire 03874

NAME AND ADDRESS OF THE FACILITY WHERE DISCHARGE OCCURS:

North Atlantic Energy Service CorporationSeabrook StationRoute 1Seabrook, New Hampshire

RECEIVING WATER: Browns River and Atlantic Ocean

RECEIVING WATER CLASSIFICATION: Browns River is Class BAtlantic Ocean is Class B

The above named applicant has applied to the U. S. EnvironmentalProtection Agency for reissuance of its NPDES permit to dischargewastewater into the designated receiving vaters. The facility isengaged in the generation of electrical power. The discharge isfrom: storm water, process waste water, treated sanitary wasteand once-through cooling water.

The permit will expire five years from the date of issuance.

PREPARATION OF THE DRAFT PERMIT:

The U.S. Environmental Protection Agency (EPA), and New HampshireDepartment of Environmental Services have cooperated in thedevelopment of a draft permit for the above identified facility. g

The effluent limits and permit conditions imposed have been{

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drafted to assure that State Water Quality Standards andprovisions of the Clean Water Act will be met. EPA has formally *

requested that the State certify the draft permit pursuant toSection 401 of the Clean Water Act and expects that the draftpermit will be certified. 4

INFORMATION ABOUT THE DRAFT PERMIT:

The proposed Draft NPDES Permit is based upon the actualcperational plant data presented in the NPDES Permit Applicationof April 11, 1991. This information reflects the actualoperations of the plant since August 19, 1990, and not the designcriteria that was used as the basis of the previous NPDES Permitdated July 26, 1985.

Ignoring the construction aspects of the 1985 permit, the major I

operational differences between the 1985 permit and the draftpermit are: (1) only Unit 1 was constructed, (2) the stationintake pumps now have a capability of pumping 720 MGD as comparedto the original design flow of 594 MGD in the older permit, and(3) all point source discharges (Discharge 002) into the BrownsRiver are proposed to be diverted to the ocean outfall, Discharge001, in the near future. *

A fact sheet or a statement of basis (describing the type offacility; type and quantity of wastes; a brief summary of thebasis for the draft permit conditions; and significant factual,legal and policy questions considered in preparing the draftpermit) may be obtained at no cost by writing or calling EPA'scontact person named below:

Mr. T. E. Landry |

EPA Wastewater Management Section (Mail Code WSM)JFK Federal Building

Boston, Massachusetts 02203-2211Telephone: 617/565-3508

The administrative record containing all documents relating tothe draft permit is on file and may be inspected at the EPABoston office mentioned above between 9:00 a.m. and 5:00 p.m.,Monday through Friday, except holidays.

PUBLIC HEARING:

The Regional Administrator has determined, pursuant to 40 CFR5124.12, that a significant degree of public interest in theproposed permit exists and that a public hearing should be heldto consider the permit. Accordingly, notice would be take that aPublic Hearing will be held at the following time and place:

Iate: September 20, 1993

Time: 7:00 p.m. - 10:00 p.m.

Location: Seabrook Community Center311 Lafayette RoadSeabrook, NH 03874

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In accordance with 40 CFR S124.12, the following is a summary of,

the procedures which shall be followed at the Public Hearing:a. The Presiding Officer ~shall have the authority to open

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and conclude the Public Hearing and to maintain order;and

b. Any persons appearing at such a Public Hearing maysubmit oral or written statement and data concerningthe draft permit.

PUBLIC COMMENT PERIOD ( Au;;ust 20,1993 TO September 20, 1993 )~

l Interested parties may submit comments on the draft permit andthe administrative record to the address no later than

All persons, including applicants, who believe any.

condition of the draft permit is inappropriate, must raise allissues and submit all available arguments and all supportingmaterial for their arguments in full by

to the:,

U.S. Environmental Protection AgencyRegion I, Compliance Branch (WCP)

JFK Federal BuildingBoston, Massachusetts 02114

Ms Veronica Harrington>

If, during the public comment period, significant new questionsI are raised concerning the permit, EPA may require a new draft

permit or fact sheet or may reopen the public comment period. APublic Notice will be issued for any of these actions.

FINAL PERMIT DECISION AND APPEALS:

Following the close of the comment period, and after a publichearing, the Regional Administrator will issue a final permitdecision and forward a copy of the final decision to theapplicant and each person who has submitted written comments,oral comments or requested notice. Within 30 days following thenotice of the final permit decision, any interested person maysubmit a request for a formal hearing to reconsider or contestthe final decision. Requests for formal hearings must satisfythe requirements of 40 C.F.R. 5124.74.

EDWARD J. SCHMIDT, P.E., Ph.D. DAVID A. FIERRA, DIRECTORDIRECTOR WATER MANAGEMENT DIVISION

WATER SUPPLY & POLLUTION U.S. ENVIRONMENTALPROTECTION AGENCY

CONTROL DIVISIONNEW HAMPSHIRE DEPARTMENT OF

ENVIRONMENTAL SERVICES

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7-27-93 DRAFT NH20338.PE1

Permit No. NH0020338Page 1 of 25

AUTHORIZATION TO DISCHARGE UNDER THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

In compliance with the provisions of the Federal Clean WaterAct, as amended, (33 U.S.C. Sections 1251 et sea.; the " CWA"),

North Atlantic Energy Service CorporationP.O. Box 300Seabrook, NH 03874

is authorized to discharge from a facility located at

North Atlantic Energy Service CorporationSeabrook StationRoute 1Seabrook, NH

to receiving water named

Atlantic Ocean and Browns River

in accordance with effluent limitations, monitoring requirementsand other conditions set forth herein.

This permit shall become effective

This permit and the authorization to discharge expireat midniqht, five years from the effective date.

This permit supersedes the permit issued on July 26, 1985.

This permit consists of 25 pages in Part I includingeffluent limitations, monitoring requirements, etc., 19 pages inPart II including General Conditions and Definitions, 11 pages inAttachment A and 15 pages in Attachment B.

Signed this day of

DirectorWater Management DivisionEnvironmental Protection AgencyBoston, MA

REGION I

DRAFT

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Page 2 of 25Permit No. NH0020338 *

Part I

A. Effluent Limitations and Monitoring Requirements

1. Except as specified in Paragraphs 1 through 10 herein,the permittee shall not discharge to the Atlantic Oceanor to the Browns River, a final effluent to which ithas added any pollutants.

a. Chlorine may be used as a biocide. No otherbiocide shall be used without explicit approvalfrom the Regional Administrator and the Director,Par.I.A.1.f.

b. Total Residual Oxidant (Chlorine) concentration,unless otherwise specified, shall be measureddownstream of the unit or units being chlorinatedbefore that stream mixes with the receiving water.The total oxidant or chlorine residual of the ;

effluent shall not result in any demonstrable harmto aquatic life or violate any water qualitystandard which has been promulgated.

c. The discharges shall not jeopardize any Class Buse of the receiving waters and sha.'.1 not violateapplicable water quality standards for Class Bwater as defined by the State of New Hampshire.

d. The permittee shall not at any time, either aloneor in conjunction with any person or persons,cause directly or indirectly, the discharge of anywaste into the receiving waters except waste thathas been treated in such a manner as will notlower the Class B quality or interfere with theuses assigned to said waters by the New HampshireLegislature (Chapter 311, Laws of 1967).

e. This permit shall be modified, revoked or reissuedto comply with any applicable effluent standard orlimitation issued or approved under Sections301 (b) (2 ) (C) and (D), 304(b) (2), and 307(a) (2)of the CWA, if the effluent standard or limitationso issued or approved:

(1) contains different conditions or is otherwisemore stringent than any effluent limitationin this permit; or

(2) controls any pollutant not limited by thispermit.

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Page 3 of 25Permit No. NH0020338.

If the permit is modified or reissued, it shall berevised to reflect all currently applicablerequirements of the CWA.

f. The term " Regional Administrator" means theRegional Administrator of Region I of the U.S.Environmental Protection Agency, or his designee,and the term " Director" means the Director of theWater Supply and Pollution Control Division of theNew Hampshire Department of Environmental Servicesor his designee.

g. There shall be no discharge of polychlorinatedbiphenyl compounds such as commonly used fortransformer fluid.

h. The measurable thermal plumes from the SeabrookStation shall: (a) not block zones of fishpassage, (b) not interfere with spawning ofindigenous populations, (c) not change thebalanced indigenous population of the receivingwater, and (d) not contact surrounding shorelines.

i. All existing manufacturing, commercial, mining,and silvicultural dischargers must notify theRegional Administrator as soon as they know orhave reason to believe (40 C.F.R. 122.42):

(1) That any activity has occurred or will occur iwhich would result in the discharge, on a '

routine or frequent basis, of any toxicpollutant which is not limited in the permit,if that discharge will exceed the highest ofthe following " notification levels:"

|(a) One hundred micrograms per liter (100 I

ug/1);

(b) Two hundred micrograms per liter (200ug/1) for acrolein and acrylonitrile;five hundred micrograms per liter (500ug/1) for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and onemilligram per liter (1 mg/1) forantimony;

(c) Five (5) times the maximum concentration '

value reported for that pollutant in thepermit application in accordance with 40C.F.R. Section 122.21(g) (7) ; or

(d) Any other notification level establishedby the Regional Administrator inaccordance with 40 C.F.R. Section122.44(f).

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Page 4 of 25Permit No. NH0020338 .

(2) That any activity has occurred or will occurwhich would result in the discharge, on anon-routine or infrequent basis, of any toxicpollutant which is not limited in the permit,if that discharge will exceed the highest ofthe following " notification levels:"

(a) Five hundred micrograms per liter (500ug/1) ;

(b) One milligrcm per liter (1 mg/1) forantimony;

(c) Ten (10) times the maximum concentrationvalue reported for that pollutant in thepermit application in accordance with 40C.F.R. Section 122.21(g) (7); or

(d) Any other notification level establishedby the Director in accordance with 40C.F.R. Section 122.44(f).

(3) That they have begun or expect to begin touse or manufacture as an intermediate-orfinal product or by product any toxicpollutant which was not reported in thepermit application.

j. The thermal component of the discharge shall inall aspects be in accordance with the dischargedescribed in the permittee's NPDES PermitApplication No. NH0020338, dated August 1, 1974,as modified in the reapplication dated April 5,1991, except as specifically modified below.

(1) The permittee shall perform back-flushing(cooling water flow reversal for bio-foulingcontrol) only during times when hydrologicaland meteorological conditions are such thatthe plume flows off-shore and/or temperatureincreases are minimized at the Outer SunkRocks. The permittee shall notify theRegional Administrator and the Director 15calendar days before each back-flushingoperation is initiated.

(2) The thermal component of the discharge fromthe Seabrook Station shall not cause atemperature rise of more than 5.0 F in the"near-field jet mixing region". The 5 Flimit shall apply only at the surface of thereceiving waters. For the purposes of thisparagraph the "near-field jet mixing region"means that portion of the receiving waters

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k# Ell'\3',! within 300 feet of the submerged diffuser inF 2

the direction of discharge. This paragraph

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Pago 5 of 25Permit No. NH0020338

shall apply only to temperature rises to theextent caused by the addition of heat to the

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- receiving waters by the permittee. This I

temperature requirement does not apply duringthe cooling water flow reversal (thermalbackflushing) used for biological control.

(3) During operation of Seabrook Station, thepermittee shall conduct such additionalstudies as are determined by the RegionalAdministrator and the Director to benecessary to evaluate the accuracy of thethermal plume predictions it has submitted toEPA in support of the NPDES PermitApplication No. NH0020338 for both normaloperation and thermal back-flushingoperations. These thermal plume verificationsubmittals shall be in accordance withParagraph I.A.10.g of this permit.

(4) During operation of Seabrook Station, thepermittee shall conduct such studies as aredetermined by the Regional Administrator andthe Director to be necessary to continuouslymonitor and evaluate the effect of theSeabrook Station on the balanced, indigenouspopulation of shellfish, fish and wildlife inand on the body of water into which thedischarge is made. The proposed plansubmittal shall be in accordance withParagraph I.A.10 of this permit.

(5) NPDES Permits issued from time to time inregard to the discharges from SeabrookStation will contain such further limitationsor be modified to contain such furtherlimitations on the thermal component of thedischarge as the results of the above studiesand other available information indicate tobe necessary to assure the protection andpropagation of a balanced indigenouspopulation of shellfish, fish and wildlife inand on the receiving waters.

(6) The effluent limitations of this permit shallapply to all thermal components of thedischarge from the Seabrook Station,including but not limited to discharge duringnormal station operation and discharge duringcooling water flow reversal for bio-foulingcontrol.

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Page 6 of 25Permit No. NH0020338

(7) The permittee has coated the externalsurfaces of the diffuser with a material

- approved by the Regional Administrator andthe Director that would discourage the growthof marine organisms on the diffuser whichmight attract browsing fish which would thenbe susceptible to entrapment during thereversed flow back-flushing operation. Thepermittee may propose alternate chemicals ormethods for minimizing biological growth onthe diffuser nozzles to the RegionalAdministrator and the Director for approval.

(8) The permittee shall provide a study that willevaluate the alternatives for thermalbackflushing. This analysis shall considerthe environmental impact and technicalfeasability of each alternative includingseasonal impacts on fish migration andspawning; endangered species; initialdilution; and plume dispersion.

Should the thermal backflushing procedure beselected as the final alternative, then thepresent thermal backflushing hydrological andmeteorological report shall be expanded toinclude additional data requested the above.

This study shall be submitted to EPA, theState and the TAC before the selectedalternative is used to control the sessileorganisms in the Intake Tunnel or by January1, 1995, whichever comes first.

k. The design, construction and capacity of allcomponents of the cooling water System seaward ofthe inlets to the main condensers or other heatexchangers, as appropriate, of the SeabrookStation (the " Cooling Water Intake Structures")shall in all respects be in accordance with NPDESPermit Application No. NH0020338, as submitted onAugust 1, 1974, and the permittee's Applicationfor a Permit to Discharge or Work in NavigableWaters and their Tributaries, submitted to theCorps of Engineers by letter of October 25, 1974except as Specifically modified below:

(1) The Cooling Water Intake Structure shall havethree intake ports.

(2) The permittee shall use an anti-foulingprotective coating on the Cooling WaterIntake Structures. The multiport diffusershall be maintained free of marine fouling

DRAFT is to discourage the growth of organismsorganisms. (The objective of this paragraph

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| - Permit No. NH0020338:

then be susceptible to entrapment, Par. (I.A.1.j.7 above). *

| (3) The velocity of water as it enters the| Cooling Water Intake Structures shall at no

time exceed which might attract browsing fish! which would .0 foot per second.|! (4) The Cooling Water Intake Structures shall

incorporate such behavioral or othernon-structural deterrents and barriers as the

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| Regional Administrator and/or theDirector determines to be appropriate underSection 316(b) of the Clean Water Act afterreviewing the results of any permitteeconducted studies and any other informationavailable.

(5) NPDES Permits issued from time to time inregard to the Cooling Water Intake Structuresfor the Seabrook Station will contain such ,

further limitations and requirements or be !

modified to contain such further limitations i

and requirements as the results of any| studies by the permittee and other available

information indicate to be necessary tominimize adverse environmental impact fromthe Cooling Water Intake Structures.

1. It has been determined that the Cooling WaterIntake Structures presently designed employ thebest technology available for minimizing adverseenvironmental impact. No change in the location,design or capacity of the present structures canbe made without prior approval of the RegionalAdministrator and the Director. The presentdesign shall be reviewed for conformity to

i regulations pursuant to Section 316(b) when such

| are promulgated.

m. Should the intake tunnel and/or discharge tunnel! require dewatering during an emergency condition,

the permittee shall submit to the Regional| Administrator and the Director an Emergency

Dewatering Plan for their approvals as required inParagraphs II.B.4 and II.B.5 of this permit whichdefine " Bypass" and " Upset" operating conditions.

n. For this permit, the " Diversion Date" is definedas the date that Discharge 002 to Browns River isterminated and all point sources to the BrownsRiver cease. The combined flow of the treatedsanitary wastewater and the plant storm waterrunoff, Discharge 002, will be " diverted" from thep ,- .

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+ j '{~~ ,'- *, Browns River to the Circulating Water System intothe Discharge Tunnel, Discharge 001, through a new

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Page 8 of 25Permit No. NH0020338 .

j manhole. For the purposes of this permit, thisI combined stream will continue to be designated as

Discharge 002 for reporting purposes.

The permittee shall notify the RegionalAdministrator and the Director at least 30 daysprior:

(1) to initial introduction of any SanitarfWastewater, or storm water into the dischargetunnel and

(2) to the " Diversion Date" when all dischargesinto the Browns River have been terminated.

It is understood that these two dates may not beconcurrent when decomissioning the basin.

o. The following chemicals are approved for water,

discharge. These discharge levels may not beincreased nor chemicals substituted withoutwritten approval by the Regional Administrator andthe Director or their designees. The permitteemust demonstrate that the aquatic toxicity of theproposed changes are equal to or less thanapproved chemicals herein listed.

CalculatedMaximum Discharae #301 Plant

Product Concentration, com Water System

Hydrazine 0.5 Secondary Steam SystemAmmonia 0.5 Secondary Steam SystemBoron 5 Primary SystemLithium Hydroxide 0.5 Primary System

; Hydrogen Peroxide 0.5 Primary System'

Ethylene Glycol 50 Exterior Heating / CoolingSystem

Propylene Glycol 50 Same as Ethylene GlycolBulab 9328 0.4 Corrosion protection for

fresh water systemsBulab 6002 20 Biocide in cooling towerCat Floc TL 0.1 Liquid Radwaste System.

To facilitate the removalmaterials made radio-active by neutronradiation in primary

! system !'

Cat Floc L 0.1 Same as Cat Floc TLNalcolyte 7134 0.1 Same as Cat Floc TLSodium Nitrite 0.5 Heating / Cooling SystemsSodium Molybdate 0.5 Heating / Cooling Systems

| Sodium Silicate 5 Auxiliary SecondarySystem Scale Inhibitor

Morpholine 0.1 Steam GeneratorsEthanolamine 0.5 Secondary Steam System

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7-27-93 DRAPF NII20338.PE2 Page 9 of 25'

Permit No. NII0020338Part I

2. During the period beginning the Effective Date and lasting through Expiration Date, the pennittee isj. wthorized to discharge from outfall(s) serial number (s) 001, Circulating Water System Discharge ( A

combhation of all Seabrook Station waste water streams: condenser Cooling Water, Servim Water System,'

liquid Waste Distillate, Steam Generator Blowdown, Cooling 7bwer Blowdown, Demineralizer Waste, SeconiaryT/lant Leakage, Treated Sanitary Wastes, and Storm Water Runoff) .

Such discharges shall be limited and monitored by the permittee as specified below:a.

Effluent Characteristic Dischame Limitations Monitorim ReauirementsMeasurement Sanple

; Avri. Monthly K1x. Daily Frecuency Tvoo

Flow, MGD Report 720 Continuous * Estimate i

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C Temperature Rise, (Delta-T), F** 39 41 liourly llourly Avg.'

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Temperature (Maximum), F Report Report Ifourly liourly Avg.'J

Total Residual Oxidants (TRO), ng/l 0.15 0.15 1/ day *** Grabgi pII, s.u. 6.5 8.0 1/ day *** Grab

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The flow rate may be estimated frm pump capacity curves.* ,

Tenperature Rise is the difference between the Discharge Temperature (Discharge Transitionj ** ,

Structure) and Intake Temperature (Intake Transition Stricture) . The intake and dischargetenperatures will recorded by instruments or cmputers. The h w ature Rise and Maximum

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Tenperature shall be calculated as a hourly average based upon at least twelve (12 times) perhour.Sanples to be taken once per day at approximately the same time period. See Subparagraph "e": ***

: below for additional Tao requirements.i

| b. The pl{ of the discharge shall not be less than 6.5 standard units nor greater than 8.0 standardunits or as naturally occurs in the receiving waters, Par. I.E.1.a. The pit of the marine waters at

j the Intake Transition Structure shall be considered as the receiving water pli for this permit.e

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Page 10 of 25Permit No. NH0020338 -

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c. There shall be no visible discharge of oil sheen, foam, orfloating solids in the vicinity of the diffuser ports.Naturally occurring sea foam in the discharge transitionstructure is allowed. Except in cases of condenser leakseeking and sealing, use of a reasonable amount ofbiodegradable and non-toxic material may be used to theextent necessary to locate and/or seal any condenser leak.The permittee shall report in the appropriate monthly DMRthe occasions wherp.in this material was used giving thedate(s) of the incident, the type of materials used and theamount of materials discharged.

d. The temperature of the discharge at Discharge TransitionStructure shall not exceed an Average Monthly of 39 F orMaximum Daily of 41 F rise over the temperature of the ;

intake. The Monthly Average and Maximum Daily temperatures~

shall be reported without limit. The temperatures shall be ,

based upon a one-hour average temperature at the intake anddischarge.

e. The Total Residual Oxidant (TRO) concentration shall not ,

exceed 0.15 mg/l at the Discharge Transition Structure. !

f. Total Residual Oxidant Concentration shall be measured inthe Discharge Transition Structure.

Total Residual Oxidants shall be tested using theAmperometric Titration Method, Method 4500-CL D in StandardMethods for the Examination of Water and Wastewater, 17th |

Edition dated 1989 or Method 330.1 in the EPA Manual ofMethods of Analysis of Water and Wastes.

For this permit the Minimum Level (ML) [the minimumpractical detection level) for Total Residual Oxidants hasbeen defined as 0.05 mg/l (50 ug/1) and that value may bereduced as more sensitive test methods are approved by theEPA and the State.

g. Samples taken in compliance with the monitoring requirementsabove shall be taken at the Discharge Transition Structureprior to the cooling water entering the discharge tunnel.

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h. The permittee shall submit annually a Chlorine Minimization |Report to the Regional Administrator and the Director as acomponent of the annual biological and hydrological report,Par. I.A.10 below. The objective of this chlorinationreport is to continue minimizing the usage of chlorineconsistent with maintaining a suitable biofouling control ofthe intake cooling water system and maintaining a highcondenser efficiency. The Chlorine Minimization Report i

should include as a minimum:,

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Page 11 of 25' Permit No. NH0020338

( (1) The seasonal chlorination cycle employed during thereporting period: the days the system was chlorinated, >

the sodium hypochlorite dosage level, theexperimentally determined marine water chlorine demand,the TRO reported in the Discharge Transition Structure, '

the report on the bioloaical monitoring plates in theIntake cooling water system, and the results of anyinspections of the Intake Structures by divers orrobots.

| (2) Annually, the permittee may propose long-term changesin the chlorination seasonal dosage rates. Theseproposed changes with their justification are to beincluded in the annual review of the biological and

,

hydrological data by the Technical Advisory Committee

| (TAC), Par. I.A.10.b below. The proposed chlorinationplan shall be implemented only after the acceptance by'

the TAC and approval of the Regional Administrator andthe Director.

The permittee may propose changes in the approvedseasonal chlorination rates to the RegionalAdministrator and the Director at any time toaccommodate sudden changes in the biological activityof the marine waters which may immediately affect plantcondenser efficiency or the Cooling Water Systembiological fouling. At no time shall the concentrationof TRO exceed 0.15 mg/l at the Discharge TransitionStructure, Par. I.A.2.a.

(3) The permittee shall report on the likelihood that thethermal backflushing operation will be needed tocompliment the continuous chlorination program in theensuing year (frequency and reason for thebackflushing).

(4) The data developed for this report shall beincorporated into the statistical hydrological and

, biological data base for future operational data| comparison.!

! i. All material removed from the rotating screens in thecooling water intake system shall not be returned to thereceiving waters.

j. The discharge of radioactive materials shall be inaccordance with the Nuclear Regulatory Commissionrequirements (10 CFR 20 and the Seabrook Station TechnicalSpecifications).

k. The permittee shall conduct a Thermal, Biological,Hydrological and Chlorination Monitoring Program inaccordance with Paragraphs I.A.1.j, I.A.2.h, and I.A.10.

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i 1. The permittee shall perform chronic toxicity tests following-

| the protocol in Attachment A (dated July 1991) on 24-hourcomposite effluent samples collected during January 1994 andi

July 1994. The species for this test is the Inland ,

'Silverside (Menidia bervilina). Chronic and acute toxicitydata shall be reported as required in Attachment A. Resultsof these toxicity tests are to be submmitted as follows:January sampling results due by June 15th and the Julysampling results due by September 15th. This permit shall bemodified, or alternatively, revoked and reissued toincorporate additional toxicity testing requirement and toinclude limits if the results of these toxicity testsindicate this discharge causes an exceedance of any water i

quality criteria. ;

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Page 13 of 25Permit No. N110020338

Part I'

3. During the period beginning the Effective Date and lastiry through the Diversion Date*, the pemittee isauthorized to discharge from cutfall(s) serial number (s) 002A, Settlity Basin Discharge ( Cmbined flw j

of: stom water runoff ard treated sanitary waste) .

a. Such discharges shall be limited and monitored by the pemittee as specified below:4

1

Effluent 01aracteristic Dischame Limitations Monitorim Reauirmentsi Measurement Sanple! Aver. Monthly Max. Daily Preauency Tvoe

Flw , MGD Report 41.5 Continuous Reconler

Total Susperded Solids, mg/l 30 100 Weekly Grab !

Oil aid Grease, mg/l 15 20 Weekly Grab '

% 7btal Residual 011orine, TRC, ng/1** 0.0075 0.013 Weekly Grab

pII, s.u . 6.5 8.0 1/ day Grab

"T1q The " Diversion Date" is the date that Discharge 002A to the Browns River is terminated ard all*

point sources to the Browns River cease. See Paragraph I.A.1.n. The diverted combined stream:! of treated sanitary wastes and stormwater will be designatcd as Discharge 002B and will be.

sampled prior to entering the Circulating Water System.1 ** Note: TRC protocol is presented in Par. I.A.2.f for the prescribed succddre ard Detection

Limit.

i b. The pil shall not be less than 6.5 standani units nor greater than 8.0 standard units or as naturallyi cxxurs in the receiving waters, Par. I.E.1.a. The pli shall be monitored weekly by a grab sanple.

c. 7here shall be no visible discharge of floating solids or foam.

; d. Samples taken in compliance with the monitoring requirements above shall be taken: before Diversion; Date at the point of discharge into the Browns River.

e. Total Residual Oxidants shall be tested using the Amperometric Titration Method, Method 4500-CL Es in Standard Methods for the Examination of Water and Wastewater,17th Diltion dated 1989 or Method

330.5 in the EPA Manual of Methods of Analysis of Water and Wastes. Any 7PD value below 0.05 mg/lor 50 ug/l will be reported as a non-detect. For this pemit the Minimum Invel (ML) [the minimum'

practical detection level] for 7btal Residual Oxidants has been defined as 0.05 ng/l (50 ug/1) andthat value may be reduced as more sensitive test methods are approved by the EPA and the State.

!,

-- ,-.-.r-~.w...--.e~ __,.e,--- m-v.,.-m.m-~,., e,,.-,.#,rw.- 3.-. - - - .. . . - . .+--,.-rw-..~. . . ' . < _ - - . -

_ . . __

Page 14 of 25Pemit No. NH0020338

Part I

4. During the period beginning the Diversion Date* arxl lasting through the Expiration Date, the permittee isauthorized to discharge from outfall(s) serial number (s) 0028, Junction Box Wet Weather Discharge(Combined flow of: storm water runoff during a storm event, treated sanitary waste arri secorriary plantleakage),

Such discharges shall be limited and monitored by the permittee as specified below:a.

Effluent Characteristic Discharrie Limitations Monitorim RcriuirementsMeasurunent Sample

Avo. Monthly Max. Daily Freauency Two

Flow, MGD -- 41.5 2/ Annually ** Estimate (2-year24-hour storm)

Total Suspended Solids, mg/l 30 100 2/ Annually Grab

Oil and Grease, mg/l 15 20 2/ Annually Grab

The " Diversion Date" is the date that Discharge 002A to the Browns River is terminated and all*

] point sources to the Browns River cease. See Paragraph I.A.l.n. The diverted combined streamof treated sanitary wastes and storm water will be designated as Discharge 002B and will bet.#q sampicd prior to entering the circulating Water System.vWet weather samples shall be taken twice cach year during the 1st hour of a significant stormD **

event in the months of April and October or in the succeeding months should no significantL. ,I storm events oxur during the designated months. All storm water runoff samples will be1

*d collected from a storm event that is greater than 0.1 inches in magnitude arxl that occurs atleast 72 hours from the previously measurable (greater than 0.1 inch rainfall) storm event.(Note: 1 inch storm event runoff is approximately 1 million gallons of water from the plantsite.)

b. The pil shall not be less than 6.0 standatti units nor greater than 9.0 standard units or as naturallyoccurs due to acid rain, etc. The pli shall be monitored twice annually by a grab sarple.

There shall be no discharge floating solids or visible foam in other than trace amounts.c.

d. Samples taken in complian with the monitoring requirements above shall be taken after theDiversion Date at the point of discharge into Circulating Water System.

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_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ . . _ _ _ - _ - - _ _ - - _ __ _ ._. _ - _ _ . . _ _ _ . . _ _ _ _ _ __ _ _

_ _ _ _ . _ _ - - _ _ - - _ - _ _ - _ _ _ _ _ _ _ - - - _ _ - _ - _ _ _ - - _ _ - _ _____ _ _ _ - _ _ _ _ _ _ _ _ _ _ - _ - _ - _ _ _ - _ - _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - _ - - _ _ _ _ _ _ _ _ _ .

*


Part I

5. During the period beginnin] Effective Date and lasting through Expiration Date, the permittee isauthorized to discharge from outfall(s) serial number (s) 021, Treatal Sanitary Waste.

Such dischanyes shall be limited and monitored by the permittee as specified below:a.

Effluent diaracteristic Dischame Limitations Monitorim ReauirementsAverage Average Maximum Measurement samplelionthly Weekly Daily Frecuencv* Type

50,000 Cbntinuous ReconferFlow, gpd Ecport -

50 Weekly 24-hr compositeDoD, mg/l 30 -

TSS, rg/l 30 -- 50 Weekly 24-hr Cbmposite

5.0 Daily when GrabTotal Residual 011orine, mg/l -- -

|[j in useoil and Grease Observation No Sheen Visible Daily Observationy

vp Total coliform, #/100 ml 70 - 70 Weekly Grab

N Upon Disposal ** GrabTotal Metals, Sludge, ng/l** - - -

m,jpH, s.u. 6.5 - 8.0 Weekly Grab

Samples will be taken when the treatment plant is operation since this facility is typically*

operated on a 5 day / week basis.See Paragraph I. C. for details defining sludge sampling, analysis, and reporting.**

b. The pit shall not be less than 6.5 standard units nor greater than 8.0 standini units or as

naturally occurs in the receiving waters, Par. I.E.1.a. The pH shall be mor;itoral weekly by a grabsample.

c. There shall be no discharge of floating solids or visible foam in other than tram amounts.

d. Samples are taken in corpliance with the monitoring requirements specified above shall be taken atany representative point prior to mixing with any other stream: (1) into the primary settlity basinprior to Diversion Date and (2) into the Circulating Cooling Water Discinrge Ibnnel, Discharge 001,after Diversion Date.

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_ _ - _ . _ - - _ _ . - - _ _ _ _ _ _ _ - _ . _ _ - _ _ - - - - _ - - - _ - _ - - _ _ _-, _ _ . . . _ . - .

_ _ _ _ . _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _

Page 16 of 25tbruit No. 1810020338

Part I

6. During the period beginning Effective Date and lasting through Expiration Date, the permittee is 1

authorized to discharge from outfall(s) serials number (s) 022, Secondary Plant Inakage Vault #1, 023| ,

Secondary Plant Inakage, Vault #2, 024, Secondary Plant Inakage, Vault #3.;

i

Such discharges chall be limited and monitored by the permittee as specified below:a..

i

Effluent diaracteristic Dischame Limitations Monitorim ReauirementsMeasurement- Sanple

Avrt. Monthly Max. Daily Precuency Tyne

,

I Flow, gpd Report Report Monthly Estimate;

Oil and Grease, mg/l 15 20 Weekly when Grab'

in use*

Total Suspended Solids ('ISS), ng/l 30 100 Weekly when Grabin use'

.

Q b. 'Ihe samples taken in cmpliance with the monitoring requirements specified above shall be.taken at a,y representative point prior to mixing with any other stream.r" *u i

i)I'l *' '4

"d ;'

I Ir

b

a- e

.i

,

3

ii

.s

I

.

I_ - _ _ _ _ _ . _ _ _ _ _ _ . _ - _ _ _ - _ - _ _ - _ _ _ _ _ _ _._ _ - - __ - _.. - _ _ _ - _ .. _ _ - - . - . - ._ - - - - - . - ... - _ - . _

. - _ _ ____ - ___ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .

4

Page 17 of 25Permit tio. NII0020338

Part I

7. During the period beginning Effective Date and lastiry thtngh Expiration Date, the permittee isauthorized to discharge from outfall(s) serial number (s) 025, Liquid Waste Distillate and Steam GeneratorBlowdown and Recovery Regeneration Sump neutralized waste.

Such discharges shall be limited arxl monitored by the pennittee as specified below:a.

Effluent G aracteristic Dischame Limitations Monitorim RecruirementsMeam m t Sample

Avg. Monthly tbx. Wily Frequency Type

Flow, gpd Report 300,000 Eadt batch or EstimateContinuous *

Oil and Grease, mg/l 15 20 Once prior to Grabbatch discharge or

(,,) Weekly *rs-#*'y Total Suspended Solids ('ISS), ng/l 30 100 Once prior to Grab

batd1 discharge orq; weckly** Radioactivity (See Sulparagraph "c" below and Par. I.E.1.b)

tionnally this outfall has a batch discharge; however, it is possible that an infrequent*

continuous blowdown may be necessary to control the chemical parameters. 'Ibe sanplingfrequency reflects this change in operation.

b. Samples taken in compliance with the monitoring requirements specified above shall be taken at arepresentative point prior to mixing with any other stream.

c. 'Ihe disctntge of radioactive materials shall be in accordance with the rcquirements of the 1AlclearRegulator Commission, (10 CFR 20 and the Seabrook Station Technical Sp2cifications) .

_____---____- -_ - _ - _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ - - - _ _ _ _ _ _ _ _ _ _ _ . _ . - - _ . - -- -. _ _ _ _ _ - _ _ - - _ _ _ _ _ -

- _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ - _ _ _ - _ _ _ _ - _ _ - _ . _ _ _ _ _ _ _ _ - _ _ . _ _ _ - _ _ _ _ _ _ _ - _ _ _ _ _ - - _ _ _ _ - _ . _ _ - _ _ _ - _ _ _ _ . __ -. _ _ _

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Part I

8. During the period beginning Effective Date and lasting through Expiration Date, the permittee isauthorized to discharge from outfall(s) serial number (s) 026, 01cmical Cleaning Wastes from stationary orportable treatment facilities,

Such discharges shall be limited an1 monitored by the permittee as specified below:a.

Effluent diaracteristic Dischame Limitations Monitorim ReauirementsMeasurement Sanple

Avu. Monthly Max. Daily Frecuency Type

.

Flow, gpd Report Report 1/Datch Estimate'

<

Oil and Grease, mg/l 15 20 1/ Batch Grab

(bpper, mg/l 1.0 1.0 1/Datd1 Grab

Iron, ng/l 1.0 1.0 1/Datch Grab

i[i Total Surpended Solids (TSS), mg/l 30 100 1/Datch Grabo tss

Sample frequency is once per batch prior to release when treated chemical cleaning waste is*.,

' beirg discharged from either stationary or portable holding tanks.r. -

| 93erw] b. 'Ihe pH shall not be less than 6.0 standarti units nor greater than 9.0 standard units prior to each

batch discharge.c. A minimum of one Circulating Water System circulation pump shall be in operation when the Treated

01cmical Cleaning Wastes are discharged.d. 'Ibe samples taken in atmpliance with the monitoring requirements specified above shall be taken at a

representative point from staticaary or portable holding tanks and prior to mixing with any otherstream. 'Ihe ultimate discharge shall be through the Circulating Cooling Water System Discharge,Diem e 001.'Ihe permittee shall notify the Regional Administrator and the Director at least 72 hours prior toc.any chemical c1 caning operations and provide an estimate of the duration of the operation, thechemicals to be used, and the point or location of wastewater release into the discW tunnel.

. .

--r--- --_-.__.--.m ,.,-.,....w. ~. . . , . . ...-_,myymm,, ,, , ,, ,, _ ,, , - _

--_ - _- _ _ - . _ - _ _ _ _ - _ - _ _ _ _ - _ - _ _ _ _ - _ _ _ . _ - - _ _ _ ___ _ -____ - _ - __- _ _ --_-____-_-_-_ _ _ ____-_--__ _ - __-_ ___ _ _-__- -_________- _____ -- __-___-.___ _

! Page 19 of 25' '

I Permit No. M110020338Part Ij

9. During the period beginning Effective Date and lasting thrtnJh Expiration Date, the pennittee isauthorized to discharge from outfall(s) serial number (s) 027, Auxiliary Cooling 'Ibwer Blowdown,

a. Such discharTjes shall be limite11 and monitored by the Irdttee as specified below:

Effluent OTaracteristic Discharne Limitations Monitorim ReauirementsMeasurement Sample

Avrt. Monthlv Max._Dai1y Frmuency 'INTm

Flow, gpd Report Peport Daily * Estimate

Free Available011orine (FAC), ng/l 0.2 0.5 Daily * Grab

Sample frequency is on daily when Auxiliary Cooling Tower las a blowdown.*

"I b. '1he pH shall not be less than 6.0 standard units nor greater than 9.0 standani units and shall besampled daily when in use.

.

c. None of the 126 priority pollutants shall be used for cooling tower maintenance chemicals.' ,

) We samples taken in compliance with the monitoring requirements specified above shall be taken at ad.i representative point prior to mixing with any other stream.

.___ ___ __ _____ _____ _ _ ___ _ ____ _ _ _ _ _ __ _ _ _ _ _ ~.__ _____ _. _ _ _ .____ -- _ _ . . . . _ _

of 25Permit No. NII0020338

Part I

10. During the period beginning Effective Date arti lastirn through Expiration Date, the perinittee isauthorized to dischanye from outfall(s) serial number (s) 003, 'Ihermal Back-flushiry Operation forbiofouling control of the intake water system.*

a. Such discharges shall be limited arti monitored by the permittee as specified belw:

Effluent Characteristic Discharue Limitations Monitorirrt RecuirementsMeasurement Sample

Avrt. Monthly Max. Daily Frcouency Tvoo

Fl m-gpm Report 500,000 When in use Estimate **

Temperature, Maximum (Tg)F Report 120 Continuous Pimrtlingwhen in use Max. Temp.

In the inck-flushiry operation, the diffuser serves as the intake and the intake structure is*

the dischattJe point.Flw rate may be estimated from pump curves.**

b. The pit shall not be less than 6.5 standani units nor greater than 8.0 standard units or as naturally-

occurs in the receiving water, Par. 1.E.1.a (Sampling not required.),1 c. 'Ihere shall be no discharge of a oil sheen, foam, or floating solids in the vicinity of the intake

ports. Naturally occurring sea foam in the intake transition struction is allowed.d. The cont]nucus back-flushing flw shall not exceed 120 F maximum and the duration at the maximum

'f, ' temperature shall not exceed 2 hours. 'Ihe total back-flushing cycle may not exceed 6 hours. The~t thermal plume which arises from the back-flushi1U operation shall have minimum impingement upon the

Int'er and Outer Sunk Rocks, in accordance with paragraph I. A.1.j. (1) .e. '1he r>ermittee shall not conduct more than 4 back-flushing cycles per caleniar year unless prior

approval is obtained from the Regional Administrator and the Director,f. 'Ihere shall be no chlorination operations during the thennl backflushing process except for safety

related functions, i.e.: Service Water System Chlorination.g. The permittee shall include in the monthly subnittal of the Discharge Monitoring Report each time

Discharge 003 is used giving the date, maximum temperature achieved, arxl duration of each back-flushing operation.

h. A study plan for alternatives to therml backflushing shall be made in accortlance with Par.I.A.j. (8) of this perinit. This study shall subnitted to EPA, the State arx1 the TAC before theselected alternative is used to control the sessile organisms in the Intake Tunnel or by January 1,1995, whichever comes first.

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'Page 21 of 25. Permit No. NH0020338

10. Biological, Hydrological, and ChlorinationMonitoring Programs

a. The Biological, Hydrological, and Chlorination. ,

Plan approved for 1992 is an enforceable element i

of this permit.'

;

b. A Technical Advisory Committee (TAC) shall be '

organized to formalize the group of Federal andState biologists that have been coordinating,reviewing, and commentino upon the Pre-Operationaland Operational biological, hydrological, andchlorination programs at seabrook Station since1976. The committee members shall be competentbiologists from the following Federal and State ,

regulatory agencies: NHDES, NHF&GD, USNMFS, andUSEPA. North Atlantic Energy Service, the .

permittee, is a non-voting member of the TAC.

c. The TAC may accept, reject, or modify any program !or schedule proposed by the permittee. After i

acceptance of the program and schedule by the TAC, jthe permittee will then submit the programs to theRegional Administrator and the Director for their i

approval. Upon approval, the proposed program and !

schedule becomes an enforceable element of thispermit. I

d. Annually, after the effective date of this permit,the permittee may propose changes to the approvedbiological, hydrological and chlorination programs ;

to the Regional Administrator and the Director. Aproposed modified program for the calendar year of -

1994 must be submitted prior to January 1, 1994, !for review and acceptance by the TAC. After the !TAC acceptance and upon approval by the Regional i

Administrator and Director, the proposed programwill become an enforceable element of this permit.During unusual biological, climatological, or

'hydrological conditions, the permittee mayrecommend at any time that these programs bemodified on an emergency basis to ensure stableoperation of the facility.

e. The biological, hydrological, and chlorinationstudy reports shall be submitted on a semi-annualbasis with the annual report summarizing theprevious year's information and conclusions :

(December).

The semi-annual mid-year report (June) shall be a, - - ,~~ '' i letter report providing the status of the on-going

programs, the expected effort in the ensuing sixmonths, and a synopsis of the data and informationobtained since the last annual report. Thisletter shall give special emphasis in alerting tha

_ - _ _ _ _ - - - _ - . _

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I Page 22 of 25Permit No. NH0020338 .

TAC of any detected anomalies that would suggestI immediate consideration or investigation.

f. During operation of Seabrook Station, thepermittee shall conduct such studies as are ;

determined by the Regional Administrator and the f

Director to be necessary to evaluate the accuracyof the thermal plume predictions it has submittedto EPA in support of the NPDES Permit ApplicationNo. NH0020338 for both normal operation andthermal back-flushing operations. ,

!g. Fish Mortality Monitoring and Reporting.

,

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!l Any incidence of fish nortality associated with ,

the discharge plume or of unusual number of fish !

impinged on the Intake Traveling Screens shall bereported to the Regional Administrator and theDirector within 24 hours by telephone report as

!| required in Paragraph II.D.1.e of this permit. A

written confirmation report is to be provided! within five (5) days. This report should include |

the following: ||

(1) The kinds, sizes, and approximate number of I'

fish involved in the incident..

(2) The time, date, and duration of the joccurrence.

|

(3) The operating mode of the station at the time'

of the occurrence. j

(4) The opinion of the permittee as to the cause |of the incident. <

(5) The remedial action that the permittee willundertake to prevent a recurrence of theincident.

B. SCHEDULE OF COMPLIANCE

1. The permittee shall notify the Regional Administratorand the Director 30 days prior to the date that anytreated sanitary waste (Discharge 021) and/or the stormwater discharges are diverted to the cooling waterdischarge through the a manhole in the CirculatingWater System, Discharge 001. |

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2. The permittee shall notify the Regional Administratorand the Director 30 days prior to the " Diversion Date",the date that the flow from Discharge 002 into theBrowns River is terminated.

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| Page 23 of 25' - Permit No. NH0020338

C. SLUDGE CONDITIONS

| All treatment works treating domestic sewage are required to'

have conditions which implement the technical sludgestandards required by Section 405(d) of the Clean Water Act.The conditions require the following:

,

|

1. The permittee shall comply with all existing Federaland State laws and regulations that apply to sewagesludge use and disposal practices and with the Section405 (d) of the Clean Water Act (CWA) technicalstandards when promulgated.

If an applicable management practice or numericallimitation for pollutants in sewage sludge morestringent than existing Federal and State regulationsis promulgated under Section 405 (d) of the CWA, thepermittee shall comply with the new requirements nolater than the compliance specified in the applicableregulations as required by Section 405 (d) of the CWA.

2. The permittee shall give prior notice to the Regional-Administrator and the Director of any change (s) plannedin the permittee's sludge use or disposal practice.

3. A change in the. permittee's sludge use or disposalpractice is a cause for modification of the permit. Itis a cause for revocation and reissuance of the permit -

if the permittee requests or agrees.

4. The permittee shall monitor the sludge prior toultimate disposal for the following pollutants (totalmetals): copper, cadmium, chromium, lead, nickel andzinc. The results shall be submitted with theappropriate monthly DMR.

D. STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

The permittee shall develop and implement a' Storm WaterPollution Prevention Plan (SWPPP) no later than 180 daysafter the oermit's effective date. The SWPPP shall identifyall potential sources of pollution which may reasonably beexpected to affect the quality of storm water dischargesassociated with industrial activity from this steam electricpower plant. In addition, the SWPPP shall describe and

{ ensure the implementation of practices which are to be used

| to reduce the pollutants in storm water discharge associatedj with industrial activity at this facility and to assure

compliance with the terms and conditions of this permit.

Attachment B provides the " Generalized Instructions for thePreparation of Storm Water Pollution Plans (SWPPP)" to beutilized for Seabrook Station as appropriate and applicable.

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Page 24 of 25'

Permit No.NH0020338 .

E. MONITORING AND REPORTING! i! 1. Reporting

'

Monitoring results obtained during the previous monthshall be summarized and reported on Discharge <

iMonitoring Report Form (s) postmarked no later than the15th day of the month following the completed reporting

! period. !

! I

i Duplicate signed copies of these, and all other reports !l required herein, shall be submitted to the Regional

Administrator and one signed ccpy to the State at thefollowing addresses: ;

|

Environmental Protection Agency i

| NPDES Program Operation SectionP. O. Box 8127 |

|Boston, MA 02114 ;

The State Agency is: )|

New Hampshire DES l

Water Supply & Pollution Control DivisionPermits and Compliance Section

,

6 Hazen Drive, P.O. Box 95Concord, New Hampshire 03301:

|

| E. State Industrial Permit ConditionsI! 1. The permittee shall comply with the following

,

conditions which are included as State Certification |,

' requirements:

i

a. "The pH for Class B waters is 6.5 to 8.0 s.u. or |

as naturally occurs in the receiving water. The6.5 to 8.0 s.u. range must be achieved in thefinal effluent unless the permittee candemonstrate to the Division: (1) that the range |,

| should be widened due to naturally occurring || conditions in the receiving water or (2) that the

'

| naturally occurring source water pH is unaltered| by the permittee's operations. The scope of any 1

demonstration project must receive prior approval j'

from the Division. In no case shall the above !

procedure result in pH limits less restrictivethan any applicable federal effluent limitationguidelines."

b. "The permittee shall submit the Executive Summaryand Section D (Surface Water) of the Seabrook |

Station Annual Radiological Environmental |Operating Report to NH DES at the address in

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Par. I.D.1 and to all members of the TechnicalAdvisory Committee (TAC) within 30 days ofpreparation."

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Page 25 of 25Permit No.NH0020338

2. This NPDES Discharge Permit is issued by the U.S.Environmental Protection Agency (EPA) under Federal andState law. Upon final issuance by the federal EPA, theWater Supply and Pollution Control Division may adoptthis permit, including all terms and conditions, as astate discharge permit pursuant to RSA 485-A:13.

Each agency shall have the independent right to enforcethe terms and conditions of this Permit. Anymodification, suspension or revocation of this Permitshall be effective only with respect to the Agencytaking such action, and shall not effect the validityor status of this Permit as issued by the other Agency,unless and until each Agency has concurred in writingwith such modification, suspension or revocation. Inthe event any portion of this Permit is declaredinvalid, illegal or otherwise issued in violation ofState law, such permit shall remain in full force andeffect under Federal law as an NPDES permit issued bythe U.S. Environmental Protection Agency. In the eventthis permit is declared invalid, illegal or otherwiseissued in violation of Federal law, this Permit shallremain in full force and effect under State law as aPermit issued by the State of New Hampshire.

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Permi'; No. NH0020338,

7-27-93 NH20338.PE4

ATTACHMENT A

Chronic (and Modified Acute) Toxicity Test Procedure andProtocol:o Inland Silverside (Menidia bervilina) growth and survival

test.

I. GENERAL REQUIREMENTS

The permittee shall conduct acceptable toxicity tests.inaccordance with the appropriate test protocols described below.The permittee must collect discharge samples and perform thetoxicity tests that are required by Part I of the NPDES permit.Chronic toxicity data shall be reported as outlined in SectionVIII.

II. TEST FREQUENCY AND SAMPLING REQUIREMENTS |

See Part I of the NPDES permit for sampling location, sampletype, test frequency, test species, and test date(s)requirements. Chain of Custody information should be providedfor each sample tested.

A chronic toxicity sampling event is defined as three discharge(composite or grab) samples collected over the seven-day period(see Section IV).III. METHODS

| Methods to follow are those recommended by EPA in:I

Weber, C.I., et al, 1988. Short Term Methods for Estimatina the.Ohronic Toxicity of Effluents and Receivina Waters To Marine andEstuarine Orcanisms, Office of Research and Development,Cincinnati, OH. EPA /600/4-87/028.

Any exceptions are stated herein.

IV. SAMPLE COLLECTION

For each Lampling event, three discharge-samples shall becollected ove.T a 7-day exposure period. An initial sample (day0) is used to start the test. The additional two samples arecollected for use at the-start of day 3 and 5. Renewal of testconcentrations is conducted daily with the most recentlycollected discharge sample. The initial (day 0) sample will beanalyzed chemically. Day 3 and 5 samples will be held until testcompletion. If either the day 3 or 5 renewal sample is of

,

(July 1991) 1

_-__ ___ ___ ___-_ _

Permit No. NH0020338 .

sufficient potency to cause lethality to 50 percent or more testorganisms in any of the dilutions, then a chemical analysis shall

,

be performed on the appropriate sample (s) as well.

Aliquots shall be split from the sample, containerized and ipreserved (as per 40 CFR Part 136) for the chemical and physical '

analyses. The remaining sample shall be dechlorinated (if -

necessary) in the laboratory using sodium thiosulfate forsubsequent toxicity testing. Grab samples must be used for pH, ,

temperature, and total residual oxidants (as per 4 0 CFR Part122.21).

The Methods for Acuatic Toxicity Identification Evaluations I

(Phase II, EPA /600/3-88/034, Section 8.7, provides detailedinformation regarding the use of sodium thiosulfate (i.e.dechlorination).All samples held overnight shall be refrigerated at 4 C.

,

V. DILUTION WATER

Dilution water used for toxicity analysis shall be collected at apoint away from the discharge which is free from toxicity orother sources of contamination. When using receiving water asthe dilution water an additional control (0% effluent), rade upfrom a laboratory water of known quality, will also be run.

If the receiving water diluent is found to be, or suspected to betoxic or unreliable, an alternate or standard dilution water ofknown quality with a salinity, pH, conductivity, and totalsuspended solids similar to that of the receiving water may besubstituted AFTER RECE27ING WRITTEN APPROVAL FROM THE PERMITISSUING AGENCY (S). It may prove beneficial to the permittee tohave the proposed dilution water source screened for suitabilityprior to toxicity testing. For further information seeSection 7, page 19 of EPA /600/4-87/028.

Dilution water used for marine chronic toxicity shall be ofsufficient quality to meet minimum acceptari''*s af test results(see Section VI).

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(July 1991) 2

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Permit No. NH0020338

VI. REGION I RECOMMENDED TEST CONDITIONS FOR THE INLANDSILVERSIDE (Menidia beryllina) GROWTH AND SURVIVAL TESTI

1. Test type Static, renewal

2. Salinity 5 o/co TO 32 o/co i 2 o/co3. Temperature 25 2C

4. Light quality Ambient laboratory light

25. Light intensity 10-20 uE/m /s, or 50-100 ft-C(Ambient Laboratory Levels)

6. Photoperiod 16 hr light, 8 hr darkness

7. Test vessel size 300 - 1000 ml beakers orequivalent (glass testchambers should be used)

8. Test solution volume 250 ml minimum (loading and DOrestrictions must be met)

9. Renewal of test solutions Daily using most recentlycollected sample.

10. Age of test organisms Seven to eleven days posthatch.

11. Larvae / test chamber 15 (minimum of 10)12. Number of replicate chambers 4 (minimum of 3)

per treatment

13. Source of food Newly hatched Artemia naupliiless than 24 hr old

14. Feeding regime Feed once a day 0.10 g wet wtArtemia nauplii per replicate ;

on days 0-2; feed 0.15 g wet |wt Artemia nauplii per

{replicate on days 3-6 )

15. Cleaning Siphon daily, immediatelybefore test solution renewaland feeding

16. Aeration 2 None

(July 1991) 3

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17. Dilution water Uncontaminated source ofnatural seawater; ordeionized water mixed with

I hypersaline brine orequivalent artificialseawater.

318. Effluent concentrations 5 and a control. An! additional effluent' concentration (% effluent) is

required.

| 19. Dilution factor 0.5 +

!

| 20. Test duration 7 days! !

|

21. Effects measured Survival and growth (weight)'

;

22. Acceptability of test The average survival of,

control larvae is a minimum oft80%, and the average dry wt of

! unpreserved control larvae is >

| a minimum of 0.5 mg, or theaverage dry wt of preservedcontrol larvae is a minimum of

| 0.43 mg.

23. Sampling requirements For on-site tests, samples are| collected daily and used! within 24 hours of the time ,

they are removed from the (sampling device. For off-sitetests, samples must be first

;

used within 48 hours of |collection. 1

1

24. Sample Volume Required Minimum of 5' liters.

Footnotes:

Adapted from EPA /600/4-87/028. |I

2 If DO falls below 60% of saturation, aerate all chambers at j

a rate of less than 100 bubbles / min. Routine DO checks are '

i recommended.' 3 When receiving water is used for dilution an additional

control made up of standard dilution water (0% effluent) isrequired.

i

(July 1991) 4

|

- Permit No. NH0020338

VII. CHEMICAL ANALYSIS

The following chemical analyses shall be performed for eachsampling event.

MinimumDetection

Parameter Effluent Diluent Limit (ma/L)

pH x x ---

Specific Conductance x x ---

Salinity x x PPT (o/oo)Total Residual Oxidantsl x x 0.02Total Solids and suspended Solids x x ---

AmI: tonia x x 0.1Total Organic Carbon x x 0.5

l

| Total Metals '

|

| Cd x 0.01Cr, Ni x 0.05Pb, 2n, Cu x 0.01Al x 0.02

In addition, the following chemical analyses shall be performedt

I as part of each daily renewal procedure on each dilution and thecontrols.

Beginning of 24-hr End of 24-hriParameter Exposure Period Exposure Period

Dissolved Oxygen x xTemperature xpH xSpecific Conductance x

Superscript:

1 Total Residual Oxidants

Methods: either of the following methods from the 16th i

Edition of the APHA (1985) Standard Methods for the!

| Examination of Water and Wastewater must be used for these ianalyses:

Method 408-C (A::perometric Titration Method)-thepreferred method;Method 408-D (Ferrous Titrimetric Method).

| |

!

(July 1991) 5l

I)

. . . .. -

,


!

VIII. TOXICITY TEST REPORT ELEMENTS ,

,

A report of results will include the following: '

Description of sample collection procedures, site-

description;- Names of individuals collecting and transporting samples,

times and dates of sample collection and analysis; and- General description of tests: age of test organisms,

origin, dates and results of standard toxicant tests; lightand temperature regime; other internation on test conditionsif different than procedures recommended.

Toxicity test data shall include the following:Chronic- Daily survival of test organisms in the controls and all j

replicates in each dilution. '

- Chronic test data shall undergo hypothesis testing todetermine if the distribution of results is normal using theShapiro-Wilks test. The variance must also be tested forhomogeneity using Bartlett's Test. Then the endpointestimates, NOEC and LOEC must be determined using Dunnett'sProcedure, Bonferroni's T-Test, Steel's Many-One Rank Test,or Wilcoxon Rank Sum Test with Bonferroni adjustment. Thechoice of test depends on the number of replicates andwhether the variance is homogeneous or not. See I

EPA /600/4-87/028 for details. All printouts and graphical |1displays must be submitted.

- C-NOEC: Chronic No Observed Effect Concentration. |- LOEC: Lowest Observed Effect Concentration. |- MATC: Maximum Allowable Toxicant Concentration. i- All chemical / physical data generated (include detection ;

limits). 1- Raw data and bench sheets. (See sample data sheets pp. 8-

11.)- Any other observations and test conditions that may have

affected the outcome of the test.

|Acute '

- Survival for each concentration and replication at time 24,and 48 hours.

- LC50 and 95% confidence limits shall be calculated using oneof the following methods in order of preference Probit, ;

Trimmed Spearman Karber, Moving Average Angle, or thegraphical method. All printouts (along with the name of theprogram, the date, and the author (s)) and graphical displaysmust be submitted. When data is analyzed by hand, i

worksheets should be submitted.

The Probit, Trimmed Spearman Karber, and Moving Average l

Angle methods of analyses can only be used when mortality ofsome of the test organisms are observed in at least two of

(July 1991) 6

. __ _ _ . .

- ___ _ __.

.-

!'

* Permit No. NH0020338

the (% effluent) concentrations rested (i.e. partialI

| mortality). If a test results in a 100% survival and100% mortality in adjacent treatments ("all or nothing"

| effect), a LC50 may be estimated using the graphical method.'

All chemical data / physical generated (include detection-

limits).Raw data and bench sheets.-

Any other observations or test conditions affecting test-

outcome.

IX. REPORTING'

Signed copies of the toxicity testing reports shall be submittedas required by Part I of the permit.

,

Any exceptions are stated herein.

,

i

|

1

,

(July 1991) 7

i

,

r,-


E xArMr'LG-

Data forms for inland silverside larval survival and growth(> test. Daily record of larval survival and test conditions.7 Test Dates: Species- ;

Type Ef fluent: reeld Lab Test-

wi * Elfluent Tested

CONCENTRATION:REPLICATE: RE PLIC ATE - REPLICATE REPLICATE:

DAYS O 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7

et mt a.vas

If we

.4.

S at Pet t,

nao0e-...

8ta.va uf a. wi%Mtc., w,tata.va wg am wt gut r et a.v ag us am wt tGHf eta. val

n. , w, l i a.,se -,, . s e o., w, i a. ,a, ,-, . 5 o n., wi i anyse . ,, . s o

CONCENTRATION:i

.i m4a. vattt we

io . . _

5 ag wee t s

. _ , _ _ .

() OB*g 4

eta.yo wgase wg gwg, et a.vag at a. vat og wg am wg gwg.

- ,w,fr ut.am wggut o.a yagia.ya. .so o , w, ia .ne ... . s o o., we , w, i A.,a, ,- . s o

CONCENTRATION:,

I a. vali

. . w.,

1 i'f f

Sat:4 styt' J'

OO; .-, 2

w et a.v ag ul AAB W(IGHT gga yag pga yag gagam wggGwgi

i .t.ase witGHf aoga.vagf

.a, . s o o., we i a.vas e-, . s o o , wi o., w, i a.,as .-.i . s eo., w,

;

IsamfSID

COMMENTS:

. .

4

- -e . ~ . ~~ ,+ - - e,-,-.-,~e ~- vv- x- e-r ,- --, - - - - - - - - - - - - - - - - - ---- - -----------------me 1 --

1 caaan. .

Permit No. NIIC020338

Test Dates Species-

Field Lab TestType Effluent:

L

E, E f fluent Tested:

[ CONCENTRATION:sc RE PLICAT E: HE PLICAT E HEPLICATE REPLICATE:

-

- DAYS 0 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7

et Pv4e novas

t . M**

I"t:0

$ AI eenfyr.OOt=e<9

8%ARWA 84A#WA MI A88 WIIGNI

o., w,I MI.A# WI'.GMI Das w,I m, w,I8LANVA .........o8b8f A# WT8GMI'm anv&(, .. ... . s oiA va. ,% O,,.T,,

CONCENTRATION: Iet =t

s ..v noet Me.x.

@ 14t ife f Y.

c.00.

oganyagi Mg Ass wgeGuti 8ANVal MtAsswgOHf. R ARv4f gg Amygg Mt At ofIGHf *

(WT WT t 48VAf fau=ge e g D Det? 1 L &# vat omge a $ D DAT W1 Day wf iapv&G gmgs e $ 0

CONCENTRATION:c av.t aaval. Me. .t ,

_--

g ag esestve, . - --

0O.-,.i

oganwati M( A4 W10GHfi et A Rv At MS AM Wf OHf og gayag pgAgvag. Mg44 WfIGHja

pees w(T t Anv At sege t S O Day wt t Aav AE 1*gs * $ D Day W1 DRV wt t Anyat gogg e 5 0

tomef$D

COMMENTS:

I|1

.

-- - - - - _ _ _ _ . _ . . . _ . _ _ _ - _ . _ _ . . - _ _ - _ _ _ . _ _ _ . _ _ _ _ _ . _

:

Permit No. ND320338j

Data forms for inland silverside larval survivaland growth test. Dry weights of larvae.

Test Dates: Species:

-

Conc. Initial Final Av. Wt>Pan din. p& Wt Wt# (mg) Larvae Lanae

Rep. (mg) (mg)

i

i

| !

_

.

|

1

|.

|

' J uli 1991) 10|

|

|

.

Permit No. Sh0020338

6XAMPLE Data forms for inland silverside larvalsurvival and growth test. Sungnary of test

Test Dates: Species:_

Effluent Tested:

TREATMENT

# LIVELARVAE

SURVIVAL(%)

MEAN DRY WT./LARVAE (mg)

: S.D.

SIGNIF. DIFF.FROM CONTROL

(0)

MEANTEMPERATURE

(oC)S.D.

MEAN SALINITY0/00

S.D.

AV. DISSOLVEDOXYGEN ,

(mg./L) ! S.O.

COMMENTS:

,

d

I

!

i;

|

11tJa!; 199:

;

__

-|

Attachment B !

Pe'rmit No. NHOO203387-27-93 Attachment BNH20338.PE3

Generalized Instructionsj Preparation of Storm Water Pollution Prevention Plan (SWPPP)

(March 1993)J

Contents |

SECTION A. DEADLINES FOR PLAN PREPARATION AND COMPLIANCEi

'

SECTION B. SIGNATURE AND PLAN REVIEW ;

1SECTION C. KEEPING PLANS CURRENT j

SECTION D. CONTENTS OF PLAN !.

1. Pollution Prevention Team

2. Description of Potential Pollutant Sourcesa. Drainageb. Inventory of Exposed Materialsc. Spills and Leaks-

d. Sampling Data,

e. Risk Identification and Summary of PotentialPollutant Sources

3. Measures and Controlsa. Good Housekseping :b. Preventive Maintenancec. Spill Prevention and Response Proceduresd. Inspectionse. Employee Trainingf. Record-keeping and Internal Reporting Proceduresg. Non-Storm Water Discharges -

h. Sediment and Erosion Controli. Management of Runoff

4. Comprehensive Site Compliance Evaluationa. Visual Inspectionb. Plan Revision '

c. Inspection Report,

d. Inactive Mining

5. Consistency with Other Plans

6. Additional Requirements for Storm Water Dischargesthrough Municipal Separate Storm Sewer Systems serving |a Population of 100,000 or more

i1

7. Additional Requirements for Storm Water Discharges fromFacilities subject to Emergency Planning and CommunityRight-to-Know Act (EPCRA) Section 313 Requirements

8. Additional Requirements for Salt Storage1!

||

1

!_l

- - . . .-

,. ,

! -

4 .

?

Attachment B ^-

4

1 ,

Attachment C :

Generalized Instructions i4

Preparation of Storm Water Pollution Prevention Plans (SWPPP) ;j

i (March 1993),

!

Preface i

!

A Storm Water Pollution Prevention Plan (SWPPP) shall bedeveloped for this facility. The Storm Water Pollution |Prevention Plan shall be prepared in accordance with good '

engineering practices and in accordance with the factors outlined,

in 40 CFR 125.3(d) (2) or (3) as appropriate. The plan shallidentify potential sources of pollution which may reasonably be ,

expected to affect the quality of storm water dischargesassociated with industrial activity from the facility. In -

addition, the plan shall deceribe and ensure the implementation i

of practices which are to be used to reduce the pollutants instorm water discharges assoc:iated with industrial activity at the ,

facility and to assure compliance with the terms and conditionsof this permit. The. permittee must implement the provisions ofthe Storm Water Pollution Prevention Plan required under thispart as a condition of this permit.

i,

This attachment provides the " Generalized SWPPP Instructions"for; developing a SWPPP for any facility. Therefore, the SWPPP! developed for a specific facility shall contain only those i

elements which are applicable'and appropr.iate to the plant and !

site under consideration.

'A. Deadlines for Plan Preparation and Compliance

I 1. The SWPPP for this facility shall be prepared, and !except as provided elsewhere in this permit, shall |provide for compliance with the terms of the permit and ;the plan, no later than 180 days after the effectivedate of the permit.

i'

2. Upon a showing of good cause, the Regional |Administrator (RA) may establish, in writing, a later !

date for preparing and compliance with a plan for a .

storm water discharge associated with_ industrial !activity. |

B. Sicnature and Plan Review

1. The plan shall be signed in accordance with Part II )D.3. (Signatory Requirement) and be retained on-site at-the~ facility in accordance with ;' art II.C.1.b. ](Monitoring and Records) of this permit. 'd

2. The permittee shall make plans available upon requestto the RA, or authorized representative, or in the caseof a storm water discharge associated with industrial

2

__ . - _ . . - --

I i*

t

!

IAttachment B.

activity which discharges through a municipal separate !

storm sewer system, to the operator of the municipal l'

system.!

3. The RA, or authorized representative, may notify the f

permittee at any time that the plan does not meet oneor more of the minimum requirements.of this Part. Suchnotification shall identify'.those provisions of the |permit which are not being met by the plan, and |identify which provisions of the plan require t

modifications in order to meet the minimum requirements !

of this Part. Within 30 days of such notification from '

the RA, (or as otherwise provided by the RA), or ;

authorized representative, the permittee shall make the !

required. changes to the plan and shall submit to the RA ia written certification that the requested changes have *

been made.;

C. Keepina Plans Current !

:

The permittee shall amend the plan whenever there is a |change in design, construction, operation, or '

maintenance, which has a significant effect on thepotential for the discharge of pollutants to the waters ;

of the United States or if the Storm Water Pollution -

Prevention Plan proves to be ineffective in eliminatingor significantly minimizing pollutants from sourcesidentified under Section D.2 of this attachment(Description of Potential Pollutant Sources), or inotherwise achieving the general objectives of

,

!

controlling pollutants in storm water discharges| associated with industrial activity. Amendments to the .j'

plan may be reviewed by EPA in the same manner asSection C of this attachment (above). I

lD. Contents of Plan

, The plan shall include, at a minimum, the following items:i

1. Pollution Prevention Team: Each plan shall identify aspecific individual or individuals within the facility

| organization as members of a Storm Water Pollutioni Prevention. Team who are responsible for developing the'

Storm Water Pollution Prevention Plan and assisting thefacility or plant manager in its implementation,maintenance, and revision. The plan shall clearly

~

,

identify the responsibilities of each team member. The jactivities and responsibilities of the team shalladdress all aspects of the facility's Storm WaterPollution Prevention Plan.

I 2. Description of Potential Pollutant Sources: Each plan! shall provide a description of potential sources which

may reasonably be expected to add significant amounts

3

. - - . , ._. -. - -. - . . - . - . - -. A.

.

Attachment B

of pollutants to storm water discharges or which mayresult in the discharge of pollutants during any dryweather from separate storm sewers draining thefacility. Each plan shall identify all activities andsignificant materials which may be potentiallysignificant pollutant sources. Each plan shall include,at a minimum:

a. Drainace:

(1) A site map indicating an outline of theportions of the drainage area of each stormwater outfall that are within the. facilityboundaries, each existing structural controlmeasure to reduce pollutants in storm waterrunoff, surface water bodies, locations wheresignificant materials are exposed toprecipitation, locations where major spillsor leaks identified under Section D.2.c ofthis attachment (Spills and Leaks) haveoccurred, and the locations of the followingactivities where such activities are exposedto precipitation: fueling stations, vehicle |and equipment maintenance and/or cleaning !

areas, loading / unloading areas, locations ;

used for the treatment, storage or disposal t

Iof wastes, liquid storage tanks, processingareas and storage areas.

|

(2) For each area of the facility that generates,

storm water discharges associated with '

industrial activity with a reasonablepotential for containing significant amountsof pollutants, a prediction of the directionof flow, and an identification of the typesof pollutants which are likely to be presentin storm water discharges associated withindustrial activity. Factors to considerinclude the. toxicity of chemicals; quantityof chemicals used, produced or discharged;the likelihood of contact with storm water;and history of significant leaks or spills oftoxic or hazardous pollutants. Flows with asignificant potential for causing erosionshall be identified.

b. Inventory of Exposed Materials: An inventory ofthe types of materials handled at the site thatpotentially may be exposed to precipitation. Suchinventory shall include a narrative description ofsignificant materials that have been handled,treated, stored or disposed in a manner to allowexposure to storm water between the time of, threeyears prior to the date of the issuance of this

4

_ ,_ . _ . _ _. --

,

Attachment B.

permit and the present; method and location of !on-site storage or disposal; materials managementpractices employed to minimize contact ofmaterials with storm water runoff between the time <

of, three years prior to the date of the issuance !of this permit and the present; the location and i

description.of existing structural and,

non-structural control measures to reduce '

pollutants in storm water runoff; and adescription of any treatment the storm waterreceives.

,

c. Spills and Leaks: A list of significant spills ,

and.significant leaks of toxic or hazardous'

pollutants that occurred at areas that are exposed-to precipitation or that otherwise drain to a ;

storm water conveyance at the facility after the'

'

date of three years prior to the effective date ofthis permit. Such a list shall be updated as i

appropriate during the term of the permit.I

d. Samolino Data: A summary of existing discharge [sampling data describing pollutants in storm water jdischarges from the facility, including a summaryof sampling data collected during the term of this !

permit.

e. Risk Identification and Summary of PotentialPollutant Sources: A narrative description of the !potential pollutant sources from the following !

activities: loading and unloading operations;outdoor storage activities; outdoor manufacturing '

or processing activities; significant dust orparticulate generating processes; and on-sitewaste disposal practices. The description shallspecifically list any significant potential source

;

of pollutants at the site and for each potential '

source, any pollutant or pollutant parameter (e.g.biochemical oxygen demand, etc.) of concern shallbe identified.

3. Measures and Controls: Each facility covered by thispermit shall develop a description of storm watermanagement controls appropriate for the facility, andimplement such controls. The appropriateness andpriorities of controls in a plan shall' reflectidentified potential sources of pollutants at thefacility. The description of storm water' management

| controls shall address the following minimum! components, including a schedule for implementing such

controls:'

a. Good Housekeepino: Good housekeeping requires themaintenance of areas, which may contribute

5

L _ _ _ - _ _ . _ . , . _ , . _ . . -_ - -- - . - . .

- - _ _ _ _ _ _ _ .__

Attachment B -

pollutants to storm waters discharges, in a clean,orderly manner.

b. Preventive Maintenance: A preventive maintenancej program shall involve timely inspection and

maintenance of storm water management devices e.g.cleaning oil / water separators, catch basins) aswell as inspecting and testing facility equipment

| and systems to uncover conditions that could causebreakdowns or failures resulting in discharges of'

pollutants to surface waters, and ensuringappropriate maintenance of such equipment andsystems,

c. Epill Prevention and Response Procedures: Areaswhere potential spills, which can contributepollutants to storm water discharges, can occurand their accompanying drainage points shall beidentified clearly in the Storm Water PollutionPrevention Plan. Where appropriate, specifying i

material handling procedures, storagerequirements, and use of equipment such asdiversion valves in the plan should be considered.

,

Procedures for cleaning up spills shall be i

identified in the plan and made available to the,

appropriate personnel. The necessary equipment to |

implement a clean up should be available to I

personnel.

d. Inspections: In addition to or as part of thecomprehensive site evaluation required underSection D.4 of this attachment, qualified facilitypersonnel shall be identified to inspectdesignated equipment and areas of the facility at i

appropriate intervals specified'in the plan. A set )of tracking or follow-up procedures shall be used |to ensure that appropriate actions are taken in '

response to the inspections. Records of inspectionshall be maintained. |

e. Employee Trainino: Employee training programsshall inform personnel responsible forimplementing activities identified in the StormWater Pollution Prevention Plan or otherwiseresponsible for storm water management, at alllevels of responsibility, of the components andgoals of the Storm Water Pollution PreventionPlan. Training should address topics such as spillresponse, good housekeeping and materialmanagement practices. A pollution prevention planshall identify periodic dates for such training.

f. Record-keepina and Internal Reportina Procedures:A description of incidents (such as spills, or

6

I

I* I|i

Attachment B

|other discharges), along with other information -

describing the quality and quantity of storm )waterdischarges shall be included in the planrequired under this part. Inspections andmaintenance activities shall be documented andrecords of such activities shall be incorporatedinto the plan.

g. Non-Storm Water Discharaes:

(1) The plan shall include a certification thatthe discharge has been tested or evaluatedfor the presence of non-storm waterdischarges. The certification shall includethe identification of potential significantsources of non-storm water at the site, adescription of the results of any test and/orevaluation for the presence of non-stormwater discharges, the evaluation criteria ortesting method used, the date of any testingand/or evaluation, and the on-site drainagepoints that were directly observed during thetest. Certifications shall be signed inaccordance with Part II.D.3. of this permit.Such certification may not be feasible if thefacility operating the storm water dischargeassociated with industrial activity does nothave access to an outfall, manhole, or otherpoint of accecs to the ultimate conduit whichreceives the discharge. In such cases, thesource identification section of the StormWater Pollution Provention Plan shalli

( indicate why the certification required bythis part was not feasible, along with theidentification of potential significant

, source of non-storm water at the site. A| discharger that is unable to provide the i

certification required by this paragraph must r

notify the RA in writing.

(2) Except for flows from fire fightingactivities, sources of non-storm water that )are combined with storm water discharges

'

I associated with industrial activity must beidentified in the plan. The plan shallidentify and ensure the implementation of

,

| appropriate pollution prevention measures for| the non-storm water component (s) of the

discharge.

h. Sediment and Erosion Control: The plan shall )identify areas which, due to. topography, i

activities, or other factors, have a highpotential for significant soil erosion, and

7

|.

. .. _ . .-- .. -

| -

: .

l !'f Attachment B .

l identify structural, vegetative, and/orstabilization measures to be used to limit !,

erosion. |i<

1. Manacement of Runoff: The plan shall contain a !narrative consideration of the appropriateness of !

i.

traditional storm water management practices ?,

(practices other than those which control the,

generation or-source (s) of pollutants) used todivert, infiltrate, reuse, or otherwise manage {storm water runoff in a manner that reduces t

pollutants in storm-water discharges from the ;

site. The plan shall provide measures that thepermittee determines to be reasonable and |appropriate and these measures shall be

'

implemented and maintained. The potential ofvarious sources at the' facility which contribute 3. pollutants to storm water discharges, associatedwith industrial activity [see Section D.2 of-thisattachment (Description of Potential Pollutant '

Sources)) shall be considered when determining; reasonable and appropriate measures. Appropriate ;

measures may include: vegetative swales and i

practices, reuse of collected storm water (such as !for a process or as an irrigation source), inletcontrols (such as oil / water separators), snow !. management activities, infiltration devices, and '!,

wet detention / retention devices. |t

t

i 4. Comorehensive Site comoliance Evaluation: Qualified i

personnel shall conduct site compliance evaluations atappropriate intervals specified in the plan, but,except as provided in Section D.4.d of this attachment(below), in no case less than once a year. Such

j

evaluations shall provide:.

|,

a. Visual Insoection: Areas contributing to a stormwater discharge associated with industrialactivity shall be visually inspected for evidenceof, or the potential for, pollutants entering thedrainage system. Measures to reduce pollutantloadings shall be evaluated to determine whetherthey are adequate and properly implemented inaccordance with the terms of the permit.or whetheradditional control measures are needed. Structuralstorm water management measures, sediment anderosion control measures, and other structuralpollution prevention measures identified in theplan shall be observed to ensure that they areoperating correctly. A visual inspection ofequipment needed to implement the plan, such as |spill response equipment, shall be made. ;

!

8

1% y, - - - . - ei-+ -.. --me w: .+ q *h q +-,,

i

*

|.

Attachment B.;

b. Plan Revision: Based on the results of theinspection, the description of potential pollutantsources identified in the plan in accordance with

i

; Section D.2 of this attachment (Description of'

Potential Pollutant Sources) and pollutionprevention measures and controls identified in the i4

plan in accordance with Section D.3 of this i<

attachment (Measures and Controls) shall be, i

revised as appropriate within two weeks of suchinspection and shall provide for implementation of |any changes to the plan in a timely manner, but in ;

no case more than twelve weeks after the '

inspection..

t

c. Inspection Report: A report summarizing the scopeof the inspection, personnel making the |inspection, the date(s) of the inspection, major |

! observations relating to the implementation of the |Storm Water Pollution Prevention Plan, and actions jtaken in accordance with Section D.4.b of this '

attachment (above) shall be made and retained aspart of the Storm Water Pollution Prevention Plan*

for at least one year after coverage under thispermit terminates._The report shall identify anyincidents of non-compliance. Where a report does inot identify any incidents of non-compliance, the |report shall contain a certification that the4

*3 facility is in compliance with the Storm Water

Pollution Prevention Plan and this permit. Thereport shall be signed in accordance with Part '

II.D.3.(signatory requirements) of this permit. ;

d. Inactive Minino: Where annual site inspections ,

are shown in the plan to be impractical for l'

inactive mining sites due to the remote location- !

and inaccessibility of the site, site inspections |required under this part chall be conducted at I

appropriate intervals specified in the plan, but, i

ijn no case less than once in three years. .

1

5. Consistency with Other Plans: Storm Water Pollution !Prevention Plans may reflect requirements for. Spill ,'Prevention Control and Countermeasure (SPCC) plansdeveloped for the facility under Section_311 of the CWA

ior Best Management Practices (BMP) Programs otherwise :

required by an NPDES permit for the facility as long assuch requirement is incorporated into the Storm WaterPollution Prevention Plan.

6. Additional Recuirements for Storm Water DischarcesAssociated with Industrial Activity throuch MunicipalSeparate Storm Sewer Systems servino a Pooulation of100,000 or more:

9.

,- --r - -I .

. _ _ _ .__ . _ __ .

I'

>

|.

Attachment. B *

!

a. In addition to the applicable requirements of thispermit, the permittee must comply with applicablerequirements in municipal storm water managementprograms developed under NPDES permits issued for !the discharge of the municipal. separate stormsewer system that receives the facility's

I discharge, provided the discharger has been'

notified of such conditions. .

!

b.. The permittee shall make plans available to the- i'

municipal operator of the system upon request.6

7. Additional Recuirements for Storm Water Discharaes *

Associated with Industrial Activity from Facilities !

subiect to Emeraency Plannina and Community Richt-to- ,

Know (EPCRA) Section 313 Reauirements: In addition tothe requirements of Section D.1 through D.4 of thisattachment and other applicable conditions of this |permit, Storm Water Pollution Prevention Plans for :facilities subject to reporting requirements under !

EPCRA Section 313 for chemicals which are classified as ;

"Section 313 Water Priority Chemicals" shall describe |and ensure the implementation of practices which are -

necessary to provide for conformance with the followingguidelines:

a. Minimum controls: In areas where Section 313Water Priority Chemicals are stored, processed orotherwise handled, appropriate containment,drainage control and/or diversionary structures :

shall be provided. At a minimum, one of the jfollowing preventive systems or its equivalentshall be used:

n'(1) Curbing, culverting, gutters, sewers or other t

forms of drainage control to prevent or jminimize the potential for storm water run-on i

to come into contact with significant sources !of pollutants; or t

;

(2) Roofs, covers or other forms of appropriatei

protection to prevent storage piles from iexposure to storm water, and wind. !

-

!: .

ib. Additional Considerations: In addition to the'

minimum standards listed above, the, Storm Water !Pollution Prevention Plan shall include a complete !discussion of measures taken to conform with the jfollowing applicable guidelines, other effective '

storm water pollution prevention procedures, and ;

applicable State rules, regulations and !guidelines-

'10

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i

i.

!:

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| Attachment B |

(1) Materi-1 storace areas for Section 313 WaterPriority Chemicals for licuids:: Liquidstorage areas where storm water comes into :

contact with any equipment, tank, container, i

or other vessel used for Section 313 Water iPriority Chemicals.

'

,

(a) No tank or container shall be used forithe storage of a Section 313 Water'

Priority Chemical unless its material*

and construction are compatible with the ,

material stored and conditions of i

| storage such as pressure andtemperature, etc. |

(b) Liquid storage areas for Section 313 '

j Water Priority Chemicals shall be ;

operated to minimize discharges of>,

Section 313 chemicals. Appropriate ['measures to minimize discharges of

Section 313 chemicals may include ;

secondary containment provided for atleast the entire contents of the largest *

single tank plus sufficient freeboard toallow for precipitation, a strong spillcontingency and integrity testing plan, ;

i and/or other equivalent measures. |

(2) Material storace areas for Section 313 Water |,

Priority Chemicals other than liauids: !

Material storage areas for Section 313 Water |Priority Chemicals other than liquids which |are subject to runoff, leaching, or wind ' ishall incorporate drainage or other control ,

features which will minimize the discharge of jSection 313 Water Priority Chemicals by *

4

reducing storm water contact with Section 313 j

|. Water Priority Chemicals. '

1

(3) Truck and rail car loadina and unloadina |areas for licuids in Section 313 Water '

Priority Chemicals: Truck and rail car ;

1 loading and unloading areas for liquid |

Section 313 Water Priority Chemicals shall be joperated to minimize discharges of Section i

313 Water Priority Chemicals. Protection such i

as overhangs or door skirts to enclosa !

trailer ends at truck loading / unloading docksshall be provided as appropriate. Appropriatemeasures to minimize discharges of Section313 chemicals may include: the placement andmaintenance of drip pans.(including the

,

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____m. . ,- - -, .- r--- -- - * , - - - , y , , c c-. -y,,3 ,.e,.- - -., _n--y--

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|Attachment B

proper disposal of materials collected in the |

'drip pans) where spillage may occur (such ashose connections, hose reels and filler

j nozzles) for use when making and breaking| hose connections; a strong spill contingency ;

and integrity testing plan; and/or otherequivalent measures. :,

1'

| (4) Process / Work Areas: Areas where Section 313| Water Priority Chemicals are transferred,j processed or otherwise handled - Processing| equipment and materials handling equipment

;

j shall be operated so as to minimizei discharges of Section 313 Water Priority

Chemicals. Materials used in piping and :

equipment shall be compatible with thesubstances handlad. Drainage from process andmaterials handling areas shall minimize storm

| water contact with Section 313 Water Priority| Chemicals. Additional protection such as ,

| covers or guards to prevent exposure to wind,! spraying or releases from pressure relief| vents from causing a discharge of Section 313| Water Priority Chemicals to the drainage! system shall be provided as appropriate.

,

Visual inspections or leak tests shall be !

| provided for overhead piping conveying '

Section 313 Water Priority Chemicals without'

secondary containment.

(5) Discharces from areas covered by Paracraphs7.b.(1), (2), (3) or (4): i

(a) Drainage from areas covered byparagraphs 7.b.(1), (2), (3) or (4) of L

this part should be restrained by values i

or other positive means, to prevent the :

discharge of a spill or other excessiveleakage of Section 313 Water PriorityChemicals. Where containment units areemployed, such units may be emptied bypumps or ejectors; however, these shallbe manually activated.

(b) Flapper-type drain valves shall not be| used to drain containment areas. Valvesj used for the drainage of containment

areas should, as far as is practical, beof manual, open-and-closed design.

(c) If facility drainage is not engineeredas above, the final discharge of all

i 12|

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4

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Attachment B

in-facility storm sewers shall beequipped to be equivalent with adiversion system that could, in theevent of an uncontrolled spill ofSection 313 Water Priority Chemicals,return the spilled material to thefacility.

(d) Records shall be kept of the frequencyand estimated volume (in gallons) ofdischarges from containment areas.

(6) Facility site runoff other than from areascovered by 7.b. (1) . (2). (3) or (4): Otherareas of the facility [those not addressed inparagraphs 7.b.(1), (2), (3) or (4)], fromwhich runoff which may contain Section 313Water Priority Chemicals or spills of Section313 Water Priority Chemicals could cause adischarge shall incorporate the necessarydrainage or other control features to preventdischarge of spilled or improperly disposedmaterial and ensure the mitigation ofpollutants in runoff or leachate.

(7) Preventive maintenance and housekeepina: Allareas of the facility shall be inspected atspecific intervals identified in the plan forleaks or conditions that could lead todischarges of Section 313 Water PriorityChemicals or direct contact of storm waterwith raw materials, intermediate materials,waste materials or products. In particular,facility piping, pumps, storage tanks andbins, pressure vessels, process and materialhandling equipment, and material bulk storageareas shall be examined for any conditions orfailures which could cause a discharge.Inspection shall include examination forleaks, wind blowing, corrosion, support or ,

foundation failure, or other forms ofdeterioration or non-containment. Inspectionintervals shall be specified in the plan andshall be based on design and operationalexperience. Different areas may requiredifferent inspection intervals. Where a leakor other condition is discovered which mayresult in significant releases of Section 313Water Priority Chemicals to waters of theUnited States, action to stop the leak orotherwise prevent the significant release ofsection 313 Water Priority Chemicals to

13

>

_ _ _ _ _

>

.

Attachment B

waters of the United States shall beimmediately taken or the unit or process shutdown until such action can be taken. When aleak or non-containment of a Section 313Water Priority Chemical has occurred,contaminated soil, debris, or other materialmust be promptly removed and disposed inaccordance with Federal, State, and localrequirements and as described in the plan.

(8) Facility security: Facilities shall have thenecessary security systems to preventaccidental or intentional entry which couldcause a discharge. Security systemsdescribed in the plan shall address fencing,lighting, vehicular traffic control, andsecuring of equipment and buildings.

(9) Trainino: Facility employees and contractorpersonnel that work in areas where Section313 Water Priority Chemicals are used orstored shall be trained in and informed ofpreventive measures at the facility. Employeetraining shall be conducted at intervalsspecified in the plan, but not less than onceper year, in matters of pollution controllaws and regulations, and in the Storm WaterPollution Prevention Plan and the particularfeatures of the facility and its operationwhich are designed to minimize discharges ofSection 313 Water Priority Chemicals. Theplan shall designate a person who is.accountable for spill prevention at thefacility and who will set up the necessaryspill emergency procedures and reportingrequirements so that spills and emergencyreleases of Section 313 Water PriorityChemicals can be' isolated and contained-before a discharge of a Section 313 WaterPriority Chemical can occur. Contractor ortemporary personnel shall be informed offacility operation and design features inorder to prevent discharges or spills fromoccurring.

(10) Encineerino certification: The Storm WaterPollution Prevention Plan for a facilitysubject'to EPRCA Section 313 requirements forchemicals which are classified as "Section313 Water Priority Chemicals" shall bereviewed by a Registered ProfessionalEngineer and certified to by such

14 .

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Attachment B

|Professional Engineer. A RegisteredProfessional Engineer shall recertify theplan every three years thereafter or as soonas practicable after significant modificationare made to the facility. By means of thesecertifications, the engineer, having examinedthe facility and being familiar with theprovisions of this part, shall attest that'

the Storm Water Pollution Prevention Plan hasI

been prepared in accordance with goodengineering practices. Such certificationsshall in no way relieve the owner or operator

i'

of a facility covered by the plan of theirduty to prepare and fully implement suchplan.

8. Additional Reauirements for Salt Storace: Storage| piles of salt used for deicing or other commercial or| industrial purposes and which generate a storm water

discharge associated with industrial activity which isdischarged to a waters of the United States shall beenclosed or covered to prevent exposure toprecipitation, except for exposure resulting fromadding or removing materials from the pile. Dischargersshall demonstrate compliance with this provision asexpeditiously as practicable, but in no event laterthan October 1, 1995. Piles do not need to be enclosed

j or covered where storm water from the pile is not' discharged to waters of the United States.

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,7-27-93 NH20338.FS1

'

UNITED STATES ENVIRONMENTAL PROTECTION AGENCYREGION I :

!JOHN F. KENNEDY FEDERAL BUILDINGBOSTON, MASSACHUSETTS 02203

FACT SHEET

DRAFT NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)PERMIT TO DISCKARGE TO WATERS OF THE UNITED STATES

NPDES PERMIT NO.: NH0020338

STATE PERMIT NO.:

NAME AND ADDRESS OF APPLICANT: j

North Atlantic Energy Service CorporationP. O. Box 300 ;

Seabrook, NH 03874 |

|NAME AND ADDRESS OF FACILITY WHERE DISCHARGE OCCURS:

,,

North Atlantic Energy Service CorporationSeabrook StationRoute 1 ;

Seabrook, NH,

;

RECEIVING WATER: Browns River and Atlantic Ocean !

'I

( CLASSIFICATION: Browns River is Class B,

Nearshore Atlantic Ocean is Class B ;

i

I. Proposed Action, Type of Facility, and Discharge Location.!

The above named applicant has applied to the U.S. I

Environmental Protection Agency for reissuance of its NPDES,

permit to discharge into the designated receiving water. |The facility is engaged in the generation of electrical ;

power. The discharge is from: storm water, process waste $

water, treated sanitary waste and once-through cooling :

I water. I!

!

!

II. Description of Discharge.~

r

Attachment A shows the station site, discharge 1 cation, aschematic diagrams of water usage in the station, and stormwater disposition.A quantitative description of the discharge in terms ofsignificant effluent parameters based permit reapplicationdata is presented in Attachment B. '

.

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O


III. Limitations and Conditions.

The effluent limitations, any special conditions, themonitoring requirements, and any implementation schedule (ifrequired) may be found in the following document:

Attachment D - Part I of the Draft Permit: EffluentLimitations and Monitoring Requirements.(Separate Document)

IV. Permit Basis and Explanation of Effluent-LimitationDerivation.

For convenience, this section of the Fact Sheet has beendivided as follows:

Section PaaeA. Preface

.

2 [B. Memorandum of Understanding Between 4 1

US Environmental Protection Agency and I

the US Nuclear Regulatory AgencyC. Facility Information 5

,

|

D. Flows, Sources and Treatment Technology 6 |1. Marine Water Flows 7 i2. Fresh Water Flows 8 ;

E. Basis of Permit Conditions and Limitations 16 !

F. Effluent Limitations and Conditions 18G. Proposed and Existing Permit Effluent 23 I

Limitation Requirements Comparison |H. Biofouling Control 24

tI. Section 316 of the Clean Water Act 26 ,

(Technical Advisory Committee)J. Criteria for Cooling Water System 29 IK. Thermal Limitations 30 |L. Intake Cooling Water System and Structures 33 .

M. Tentative CWA Determination 34 |i

b

A. Preface ||

This NPDES permit has been drafted to supersede the existing {permit which covered the Seabrook Station Discharges during i

the construction aspect and early operations phase.- The :

. operational phase in the existing permit was based upon the !

original water system design parameters of the' power pl?nt |

while this reissuance pernit is based on the actualoperational charactaristics. There have been severalchanges between the "as-designed" plans and "as-built"/"as- |operated" facility.

Seabrook Station applied for reissuance of the NPDES Permit ]on February 21, 1990 (180 days before the expiration of thepermit in accordance with 40 CFR 122.21(d)). The j

reapplication was based exclusively on "as designed" data. ;,

'

!1

--rw.- , --- .r,. . .,.,,--.-....,~r * , , , --.,e-, ~ , _-

.

Permit No. NH0020338.

EPA recognized that Seabrook Station could becomeoperational about the time that the NPDES Permit wouldnormally expire on August 26, 1990. Therefore, EPArequested that Seabrook Station amend the application bytaking samples for analysis after the Seabrook Station wasin stable operation. Seabrook Station began regular fullpower operation on August 19, 1990, and the samples weretaken several months later. The amended permit applicationreflecting tha actual operations was submitted on April 11,1991.

Therefore, all discussions herein concerning Seabrook i

Station is based upon: (1) the design that became.

operational on August 19, 1996, and (2) the proposed |diversion of the Settling Basir. Discharge from the Browns |River to the Cooling Water System, Discharge 001, (Discharge4

Tunnel) for ocean disposal, Figurer 2A, 2B, and 2C.Likewise, all chemical data for the Seabrook Stationwastewater discharges are derived from samples taken during

1

normal plant operation, Attachment B. |

The most significant change was the cancellation of theconstruction of the second unit after EPA and the State hadapproved the water discharges for construction and operation !

of the two unit design. The original marine non-contactcoo.11'g water system was designed with a circulating coolingwattc system of about 1,200 Million Gallons per Day (MGD)and the flow rate was expected to be about 600 MGD as aresult of the cancellation of Unit 2. The current "as-built" design now will have water discharge flow of about720 MGD because the pump design were found to be more jefficient than designed and the water friction factor used i

for the tunnel design was very conservative.

The heat load in the cooling water discharge is about 1/2 ofthe originally approved heat load for the two-unit facility;however, the maximum temperature increase of the singleunit remains the same as the two-unit design at a maximum of |41 F above local ambient water temperature. The design ofthe condenser remains unchanged at 41 F maximum temperaturerise but the number of condenser units was reduced from twoto one. The synergetic effect of the increased flow rate,indicated above, is that the operational maximum dischargetemperature and the operational maximum temperature riseabove local ambient temperature will be proportionally lowerthereby decreasing the thermal impact upon the environment.

|

The second significant change considered in this proposedpermit is the diversion of the Settling Basin Discharge fromthe Browns River to Atlantic Ocean through the CirculatingWater Discharge, Discharge 001. This eliminates all pointdischarges to Browns River. The original Seabrook StationEnvironmental Report of June 1973 considered the inclusionof the treated sanitary waste and the plant site storm waterrunoff in the off shore discharge, Discharge 001. NRC, EPA

3

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Permit No. NH0020338 *

and the State approved this method of disposal; however, itwas not implemented at that time. This design was reflectedin the operating license application for Seabrook Stationand will become functional now that the station is-operational. Figures 2A, 2B and-2C clearly shows thisproposed change in the station flow paths.

In the recent past, the small flow (50,000 gpd) from thesanitary waste treatment system commingled with plant sitestorm water runoff from several pipes discharged into alarge capacity Settling Basin (about 2,000,000 gallons)resulting in resident times of up to 40 days. .These longresident times were ideal for algae blooms which caused thepH and TSS violations of the permit requirements for thedischarge into the Browns River. By reducing the volume ofwhere the several streams are commingled from the largesettling basin to a small " junction box" (manhole)constructed in one corner of the basin, the resident timewould be so short as to prevent the natural occurrence ofalgae thereby eliminating these type permit violations.

This flow path modification also eliminates the reportedproblem of Fecal Coliform released from Seabrook Station,Discharge 002, into the Browns River and Hampton Harbor.Evidence has shown that the sanitary treatment plant onsitehas functioned properly and that the major source of thereported Fecal Coliform contamination in the Browns Rivermost likely was associated with storm runoffs from on sitesea gull perching areas. By diverting the Discharge 002from the Browns River to the ocean discharge, Discharge 001,any fecal coliform, from whatever source, is: (1) removedfrom the harbor eliminating contamination of shell fish andprotecting the harbor waters for other human uses and (2)discharged into a marine water which serves as a naturaldisinfectant to the organism.

;

B. Memorandum of Understandina Between the EnvironmentalProtection Acency and the Nuclear Reculator Acency

The Environmental Protection Agency (EPA) and the Nuclear, ,

Regulatory Commission (NRC) signed a Memorandum of |'

Understanding (MOU) on December 17, 1975, which specifiesthat EPA will be responsible for the water quality of the !

!wastewater discharge in concert with the State and that NRCwill be responsible for the radioactivity level of the |

'

discharge. Therefore, this permit addresses only the,

chemical aspects and thermal aspects of the water quality :

and does not consider any radioactive parameters. All the !NRC_ radioactive discharge requirements will continue to be jmet as required in 10'CFR 20 and the technical plant 1

specifications.

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C. Facility Information.

The "Seabrook Station Managing Agent" has changed from thePublic Service Company of New Hampshire to the NorthAtlantic Energy Service Corporation. This change was theresult of Northeast Utilities acquisition of Public ServiceCompany of New Hampshire.

Seabrook Station now consists of only one pressurized-waterreactor with an electrical output of approximately 1200megawatts (gross) of electrical energy (MW). The plant islocated on about 715 acres on Highway 1 in Seabrook, NewHampshire.

The plant siting is shown in Attachment A on Figure 1 withthe locations of the Intake Structure and the DischargeDiffuser. These two structures are approximately 7,000 and5,500 feet respectively off Hampton Beach and SeabrookBeach.

The specific station discharges addressed in this proposedpermit are listed below and identified in the Station WaterUse Diagrams, Figures 2A, 2B, and 2C. Attachment B gives acomparison of the previous permit requirements, actualoperational data, and proposed permit limits for thesestreams:

AverageDischarge Flow DischargeNumber Rate,MGD Description Receivino Water

001 720 Circulating Water System Atlantic OceanDischarge (Combined:cooling water, process

,

wastewater, treated sanitary j

wastewater, and storm water) )

002* 6.15 Settling Basin Discharge Browns River(Combined: treated sanitary then Dischargewastewater and plant storm Tunnel,water runoff) Discharge 001.

003 ** Thermal Backflushing Atlantic OceanOperation Discharge

021* 0.035 Sanitary Treatment Plant Settling Basin,Discharge Discharge 002,

then Disch. 001

,6.1*** Storm Water Runoff Settling Basin---*

| Discharge 002,| then Disch. 001

5

. _ . _ _ _ _ _ _ _ _ - - _ _ .

- - - _ _ _ _ _ _ _ _ _

.

lP


t

Secondary Plant Leakage:022 0.03 Vault # 1 Discharge i

Tunnel,Discharge 001

023 0.04 Vault # 2 Same

| 024 0.01 Vault # 3 Same

025 0.3 Liquid Waste Distillate and Discharge 001

| Steam Cenerator Blowdown| Recovery Regenerator Sump

026 1.0 Treated Chemical Cleaning Discharge 001Wastes

027 0.5 Auxiliary Cooling Tower Discharge 001Blowdown

Footnotes:

Discharge 002 designation will be retained after the*

Treated Sanitary Wastewater Discharge, Discharge 021;and the station storm water flows are diverted from theSettling Basin to the Circulating Cooling Water SystemDischarge, Discharge 001. This designation reflects asimilar type discharge with only the receiving water

'

being changed.

The thermal backflushing operation will have a duration**

of about 6 hours at a flow rate of 471,000 gallons perminute or a total of about 170 million gallons ofheated marine water in each backflush operation.

|*** Two-year, 24-hour storm event.

D. Flows, Sources of Pollution, and Treatment Technoloaies

The following text should be read in conjunction withFigures 1 (Facility Location), Figures 2A, 2B and 2C(Station Water Use), and Figure 3 (Station Drainage Areas).

Seabrook Station utilizes three sources of water: theAtlantic Ocean for condenser cooling water, municipal wells j

in the Town of Seabrook for potable water and for steamgeneration, and private wells both on and off the station i

'

site as a backup for the municipal wells or for emergencyconditions. Currently, the water is discharged though twoocean outfalls (Discharges 001 and 003) with one outfallinto the Browns River (Discharge 002). After diversion of j

the sanitary wastes and storm water to the Discharge Tunnel,there will be only two discharges, Discharge 001 and 003, to

'

the Atlantic Ocean since the discharge to Browns River willhave been eliminated.

6

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f.


1

| 1. MARINE WATER FLOWSt

Discharce 001, Circulatina Water System Discharae|

| Ocean water is used for cooling equipment (service water), !| and condensing steam (circulating water). Water is taken ;

! into the Circulating Cooling Water System through three ;intake structures located approximately 7,000 feet offshore !

(Figure 1). From the intakes, cooling water flows about ;

! 18,000 feet (3 miles) through a 19-foot diameter tunnel from ;

| the intake structures to the on-site pump house. |Approximately 714 mgd will be drawn through the system and |utilized for both condenser cooling (677 mgd) and service !

| water cooling (37 mgd). Water from this system will be || discharged through the onsite Discharge Transition Structure |

| (DTS) in the station proper before traveling about 18,000 ;

| feet (3 miles) through a 19-foot discharge tunnel to the i

multiport diffusers which are 5,500 feet offshore. All f

monitoring for this discharge takes place at the DTS si. ice |there is no sampling point between the plant site and thediffuser.

Service water for auxiliary cooling is pumped to heat fexchangers within the Seabrook Station for component and i

Emergency Diesel Generator cooling. The service water mixes !

with the condenser cooling water prior to entering thedischarge tunnel. Currently, the Circulating Water Systembecomes the transport for treated waste drains from the |primary plant, and treated floor drainage from the secondary '

plant. Process waste water flows (Oil / Water Separator i

| vaults No. 1, 2 and 3 (Discharges 022, 23 and 024), ;'

discharges from the Steam Generator. System (Discharges 027),,

i and neutralization tank discharges following water !

| treatment, are also released through' Discharge 001. !| \

I[ Planned modifications to Seabrook Station flow paths will'

divert the Sewage Treatment Plant effluent (Discharge 021)and all site runoff collected by the storm water drainagesystem from the Settling Basin (Discharge 002) to theCirculating Water System through a new manhole. Thecharacteristics of Discharge 002 into Browns River isidentical to the characteristics of Discharge 002 into thenew manhole for ocean disposal via Discharge 001.

Biofouling control is achieved through the use ofcontinuous, low-level chlorination of the circulatingcooling water stream within both the Circulating Water andthe Service Water Systems. Chlorine (sodium hypochlorite) isinjected at the offshore intake structures and at additional-locations within the station as needed. A ChlorineMinimization Program has been implemented to minimize itsuse in Seabrook Station while maintaining suitable macro-biofouling control of the intake cooling water system andmicro-biological control in the steam condensers.

6

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Permit No. NH0020338 ].

|

Discharoe 003. Thermal Backflush |.|

In addition to chlorination, thermal backflushing of the I

intake tunnel may be employed to remove sessile biofouling !

organisms attached to system components. This method !involves the reversal of the normal cooling water flow such !

that the three intake structures serve as the discharge ;

points (Discharge 003) and the discharge diffuser ports, '

conversely, function as the intake structure (see Figures 1and 2).Temperatures within the intake tunnel will be elevated to a '!maximum of 120 F for a maximum of 2 hours. The entire flowreversal and heat treatment cycle will occur over a six-hourperiod at a cooling water flow rate of 471,000 gallons per .

minute. There will be no chlorination of the condenser !!cooling water during the thermal backflushing treatment.

The thermal backflushing operation may be used infrequently ',

to compliment the normal Intake Tunnel chlorination !'

procedures for those sessile organisms that are notcontrolled by the sodium hypochlorite injection or for those ;

organisms located upstream of the sodium hypochlorite !

injection points. (See Section H, Biofouling Control for -

further information.) i

i

!2. FRESH WATER FLOWS i

i

Fresh water is utilized to supply the needs of the Station [Potable water system, make-up water to the Auxiliary Cooling

* 'Towers, water needs to the Demineralization Water Make-up-System, and make-up to the Fire Protection System. Refer toFigures 2A and 2B. ;

i

Fresh water utilized by Seabrook Station is derived from the i

Town of Seabrook municipal well system. Currently, an {average of 156,000 gallons per day (gpd) are obtained from 1

the Town of Seabrook with a maximum of 320,000 gpd possible. ;

In addition, provisions have been made to obtain water asneeded for system make-up from wells owned by North Atlantic

,

Energy Service Corporation (Seabrook Station). These wells I

are located on site and along Brimmer Lane in the Town ofHampton Falls; however, they are not currently connected tothe potable water system and are unavailable for use. Thewells will be activated as necessary should the demand forfresh water exceed the maximum allowed use from the

| municipal source. A maximum yield of approximately 500,000 j

| gpd can be obtained from both the onsite wells and those| located on Brimmer Lane. All flows will vary appreciablyj during Seabrook Station operation.

During Seabrook Station operation,. demineralized water is'

used to replace leakage losses from both the primary andsecondary water cycles. There are four major effluentstreams from the Demineralized Water Make-up System:

8|

_ _ _ _

__ __ _ ____ _ ._ _ _ _ _ _

;* :

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Permit No. NH0020338,

Demineralizer Regeneration Effluent, Steam GeneratorBlowdown and related effluents, Primary Plant Leakage, and !

Secondary Plant Leakage. The make-up flow to the primary i;

plant is estimated at 6,000 gpd, but may vary as much as t

| 20,000 gpd during Seabrook Station operation. Water leaving |the system is collected within the Waste Test Tank and maybe processed by a combination of filtration, evaporation,and demineralization. Treated water is recycled wheneverpossible. Treated liquid waste effluent will be dischargedfollowing monitoring, to the Circulating Water System,Discharge 001. ;

Regenerate chemicals for the water treatment plant !demineralizers are neutralized before discharge to the |Circulating Water System (Discharge 001). A 30,000 gallon jneutralization tank has been installed to accommodate this !

system which is discharged via batch mode to the Circulating !

Water System. This neutralization tank may be discharged !numerous times on a single day depending upon Seabrook |Station requirements. |

t

Discharaes 022,023.024, Secondary Plant Leakace, Vaults ~1, -

2, and 3,

i

The make-up water to the secondary (power generation) system !

constitutes the greatest need for demineralized water during |Seabrook Station operation. An estimated 68,000 gallons per jday (maximum of 367,000 gpd) is needed. The portion of theflow that leaks or drains from the system is collected in ifloor drains and passed through oil / water separators prior Rto discharge. Each separator has been designed to discharge |a maximum of 122,400 gpd. The average flows presented in {Figure 2 represent those seen from these systems since the '

NPDES permit was issued in 1985. Each separator is designed| to separate oil from drainage water.

! The oil / water separators are arranged to process drainagepiped from the following buildings and plant areas:

o Oil / Water Separator #1 (Discharge 022) - EmergencyFeedwater Pump House drainage, the Turbine Buildingsump, the Lube Oil Building sump, and the Lube OilStorage Room sump.

o Oil / Water Separator #2 (Discharge 023) - DieselGenerator Building sumps and the Auxiliary Boiler Roomdrainage.

o Oil / Water Separator #3 (Discharge 024) - AuxiliaryBoiler Fuel Oil Storage Tank area, the Fire Pump HouseDay Tank area, and the Fire Pump House drainage trench.

The Processed effluent is currently discharged to theAtlantic Ocean via the circulating Water System,Discharge 001.

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Permit No. NH0020338 |.

!Discharce 025, Steam Generator Blowdown and Licuid WasteDistillate

i

The Steam Generator Blowdown system is designed to remove'

dissolved impurities and suspended solids from the secondaryside of the steam generators. This is accomplished bycontinuous blowdown of liquid from each of the four Steam iGenerators. The blowdown flow is processed to recover and !recycle as much of this water as possible. Processing may [involve evaporation, filtration and demineralization. The i

'

non-recycled effluent stream is then discharged to theCirculating Water System flow prior to discharge to theocean.

!Discharge 025 receives purified liquid waste and ;

'neutralization effluent from the Steam Generator Blowdown |and Recovery Regeneration sump. Also monitored and reported |

'through this outfall is the blowdown directly from the SteamGenerators, Steam Generator Blowdown Distillate, effluent *

from the Recovery Test Tank, and discharges from the Waste r

Test Tank. Each is discharged via batch release to the i

Circulating Water System (Discharge 001). As extensiveoperational data is not yet available for these systems toprovide an accurate average value, the following maximum !discharge capacities are provided: -

o Steam Generator Blowdown - 384,000 gpdo Steam Generator Blowdown Distillate - 50,000 gpd'o Steam Generator Blowdown Recovery Sump - 28,000 gpd jo Waste or Recovery Test Tank - 20,000 gpd '

The average flow rate for Discharge 025 has been increased ['

from 40,000 to 300,000 gallons per day to accommodate the I

possibility that the Steam Generator may require continuous; blowdown to control water chemistry parameters.

|

Discharce 026, Treated Chemical Cleanino Wastes

Chemical cleaning wastes are processed onsite to improve thequality of discharge water, Discharge 026, prior to theirrelease to the environment through the Settling Basin, 1

Discharge 002. A maximum of 1 million gallons per day maybe discharged from this system depending upon SeabrookStation needs. In addition to chemical cleaning wastes, the |basins may be utilized for the neutralization of SettlingBasin water prior to discharge to the environment throughi

Discharge 002. All other discharges will be made via batch|mode through the Settling Basin Discharge, Discharge 002, toi

the Browns River.

The proposed modification of the Seabrook Station wastewaterflow paths will divert all storm water and treated SanitaryWaste (Figure 2B and 2C) to the Circulating Water Systemthrough Discharge 001 for ocean disposal. In addition, with

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Permit No. NHOO20338,

the decommissioning of the onsite Settling Basin with itsdischarge to the Browns River, neutralization through thechemical cleaning basins will no longer be required. As aresult, the onsite chemical cleaning treatment basins willalso be decommissioned.

Upon decommissioning of the chemical cleaning treatmentbasin, Seabrook Station will utilize portable chemicaltreatment facilities and holding tanks that are to belocated at the plant site where the specific cleaning.operation will be performed. The discharge from theseportable facilities must meet the same conditions andeffluent limitations as the existing' fixed chemical cleaningtreatment facilities and,.therefore, the discharge shallstill be designated as Discharge 026. The discharge fromthe portable holding tanks will be into the CirculatingWater System, Discharge 001, for ocean disposal. A minimumof at least one circulating pump in the Circulating WaterSystem must be operating during any discharge of the TreatedChemical Cleaning Waste from a portable treatment system andholding tanks. The only difference between the fixed andportable treatment systems is the point of discharge intothe wastewater collection system leading to the DischargeTunnel.

Discharce 027, Auxiliarv'Coolina Tower Blowdown

A mechanical draft cooling tower, installed as emergencybackup to the Service Water System, has the capacity ofremoving 217-million BTU per hour. The tower is filled withapproximately 4 million gallons of fresh water.

The cooling tower will also be utilized during thermalbackflushing of the Circulating Water-System. The flowsshown are those related to the backflushing process. Theatmospheric discharge of 360,000 gpd has been calculated fora 10-hour use period. Make-up flow would refill the towerover an 18-day period. Salt water may be utilized as make-up to the tower should a sufficient freshwater supply not beavailable. In such a. case, blowdown would be required toeliminate the higher concentration of solids within thetower. Blowdown of the cooling tower is expected to beperformed on a once a month basis, discharging an average of0.5 million gallons over a one-hour period.

Cooling tower blowdown, when it occurs, will be made to theCirculating Water System (Discharge 001).

Discharce 021, Treated Potable and Sanitary Wastes

Sanitary wastes are collected and processed at an onsitetreatment facility. This facility employs tertiarytreatment utilizing: (1) an activated sludge treatment.

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|

Permit No. NH0020338 -

system, (2) aerated lagoons, and (3) filtration, and,

| subsequent chlorination of the final effluent. An averagei of 35,000 gpd are processed prior to discharge through the| onsite Settling Basin to the Browns River at Discharge 002.| Currently, the facility is operated five days per week| (Monday - Friday) due to limited inflow over the weekend

days. At times of lower flows or during times of systemmaintenance, the facility may be operated for lesserperiods. This will'not jeopardize operation or dischargequality due to reserve volume available within the lagoons.

Planned modification to the Seabrook Station flow paths willplace all discharges from the Sewage Treatment Plant intothe Circulating Water System for discharge through Discharge001 to the Atlantic Ocean. As a result of the extensivevolume within the Circulating Water System and an adherenceto the discharge limits specified at the Sewage Treatment

|Plant outfall, this change will have no impact on thereceiving waters, the Atlantic Ocean.

All treatment works treating domestic sewage are required tohave conditions which implement the technical sludgestandards required by Section 405(d) of the Clean Water Act.

| The conditions included in the permit satisfy this| requirement:|

| 1. The permittee shall comply with all existing Federal'

and State laws and regulations that apply to sewagesludge use and disposal practices and with the Section405 (d) of the Clean Water Act (CWA) technicalstandards when promulgated.

If an applicable management practice or numericallimitation for pollutants in sewage sludge morestringent than existing Federal and State condition ispromulgated under Section 405 (d) of the CWA, thepermittee shall comply with the new requirement nolater than the compliance specified in the applicableregulations as required by Section 405 (d) of the CWA.

2. The permittee shall give prior notice to the Regional| Administrator and the Commissioner of the NH DES of any| change (s) planned in the permittee's sludge use or| disposal practice.

3. A change in the permittee's sludge use or disposal -

practice is a cause for modification of the permit. Itis a cause for revocation and reissuance of the permit '

it the permittee requests or agrees. |

|

4. The permittee shall monitor the sludge prior to |!ultimate disposal for the following pollutants (total

metals): copper, cadmium, chromium, lead, nickel and,

| zinc. The results shall be submitted by June 15th of,

| each year. I

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:*

Permit No. WH0020338,

Discharce 002, Settlina Basin Discharce|

Discharge 002, the Settling Basin, has a capacity of'

approximately 2 million gallons. The principal influent is'

site storm water. Other influents include the dischargefrom Discharges 021 and 026. Water periodically flushedfrom portions of the Fire Protection System to the stormwater collection system may also be present. The combined

,

effluent is controlled through an adjustable weir and isdischarged to the Browns River. At times when the pH of the ;

basin is outside of permitted limits, seawater may be -

introduced or water may be transferred to the Chemical ,

Cleaning Basins for neutralization prior to discharge to the >

Browns River.

Planned modifications to Seabrook Station flow paths willplace all discharges from the Settling Basin into theCirculating Water System for discharge through Discharge 001to the Atlantic Ocean. During dry weather the discharge of35,000 gallons per day of treated sanitary waste will be i

diluted with 720 MGD of cooling water. A one-inch rainstorm will yield about 1 million gallons of runoff. As aresult of the extensive dilution within the CirculatingCooling Water System, this change will not have asignificant impact on the receiving waters, the AtlanticOcean, Page 3.

'The permittee must notify EPA and the State the date thatthe first of the several Settling Basin influents arediverted to the Circulating Water System and the date(Diversion Date) that the discharge from the Settling Basin <

into Browns River is terminated. !

!

Storm Water Runoff

Storm water runoff as a result of rainfall onsite iscontrolled by: (1) catch basins located at the power plantsite which currently discharge to the Settling Basin; (2)catch basins located at the General office Building whichdischarge to the adjoining environment; and (3) sheet flow lwhich is allowed to percolate into the ground or todischarge in various small brooks. The estimated stormwater flow to the Settling Basin during the 2-year, 24-hourrainfall event is 6.1 MGD. |

It is currently planned that storm water collected anddischarged through the Settling Basin, be routed anddischarged to Circulating Water System (Discharge 001)through a new manhole on the Circulating Water System, Page3. The flow consists of drainage from roof drains and thoseareas surrounding power plant site (station) buildings, thecollection of drainage along the North Access Road, andvarious construction laydown areas.

13

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Permit No. NH0020338-,

Station drainage areas are outlined in Figure 3. The storm!water runoff from the area identified by the letter "A"

currently flows to the Settling Basin; however, this runoffwill be redirected to the Circulating Water System anddischarge to the' Atlantic ocean through Discharge 001 in thefuture. The area identified by the letter "B" flows to theenvironment adjacent to the General Office Building through icatch basins directly into Hampton Harbor. This type of i

i uncontaminated storm water does not require a NPDES Permit |j in accordance with the new Storm Water Regulations.

i

Section 402(p) of the Clean Water Act (CWA) requires that |

| EPA issue permits for storm water discharges associated with |

|Iindustrial activity. Seabrook Station (Standard Industrial '

Classification code: 4911) , which is engaged in thegeneration of electrity discharges storm water associated |with industrial activity within the meaning of 40 CFR

'

4" S122. 26 (b) (14) (iii) . Specifically, this facility has storm

water exposure to various chemical and petroleum products,

through malfunction of mechanical equipment (storage tanks,'

pipelines, pumps, etc.) and through accidental spills fromdrums, tanks, trucks, etc. ,

,

i

The permittee has submitted an application including stormwater information for coverage under an individual NPDES ,

permit. The storm water discharges from this activity mustsatisfy BCT/ BAT requirements, which are technologystandards, as well as comply with any more stringent waterquality standards if BCT/ BAT are inadequate. On September |

9, 1992, EPA promulgated through its General Permit forStorm Water Discharge Associated with Industrial Activitythat the minimum BAT /BCT requirement for storm waterdischarges associated with industrial activity is a Storm ,

Water Pollution Prevention Plan (SWPPP) (57 FR, 41264). |!

EPA has determined that a combination of BCT/ BAT '

requirements and effluent limitations are required for thisstorm water discharge. See explanations to follow. j*

|

A permit may not be renewed, reissued or modified with less ;

stringent limitations or conditions than those conditions in'

the previous permit unless in compliance with the anti-backsliding requirement of the Clean Water Act (CWA) (See }

Sections 402(o) and 303 (d) (4) of the CWA and 40 CFR '

S122.44 (1) (1 and 2)) . {1

In addition, the permit must conform to the conditions |established pursuant to a State Certification under Section |

401 of the CWA that meet the requirements of 40 CFR S124.53and S124.55. EPA regulations pertaining to permit' limitsbased upon water-quality rtandards and state requirementsare contained in 40 CFR S1.c2.44(d)..

Effluent limitations in the draft permit for Outfall 002Aand 002B are based on the following considerations: Flow

,

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Permit No. NH0020338 1

!

from estimated maximum storm water runoff; Total Suspended fSolids (TSS) and Oil and Grease (O&G) from a BPJ '

determination using Steam Electric Power Generating Point i

Source Categories; and pH from State Water Quality Standardsfor Class B receiving water and a State CertificationRequirement; and a Storm Water Pollution Prevention Plan

1

'(SWPPP) from a BPJ determination using the newly promulgatedregulations regarding General Permits for Storm Water i.

Discharges Associated with Industrial Activity. The TRO '

limit for Discharge 002A is based upon State Water Qualityrequirements to protect Browns River. This requirement isnot included in Discharge 002B because of the largebuffering capacity of the marine waters and the dilutionratio of 720 MGD of the cooling water to 0.035 MGD of thechlorinated sanitary waste, a factor of over 20,000 to 1. j

Storm Water Pollution Prevention Plan

Pursuant to Section 304(e) of the CWA and 40 CFR ;

S125.103(b), Best Management Practices (BMP) may beexpressly incorporated into a permit on a case-by-case basis |where necessary to carry out Section 402(a) (1) of the CWA. |

The Seabrook Statier stores and handles pollutants listed astoxic under Section 307(a) (1) of the CWA or pollutantslisted as hazardous under Section 311 of the CWA and hasancillary operations which could result in significantamounts of these pollutants reaching waters of the UnitedStates. These operations include one or more of thefollowing items from which there is or could be site runoff:material storage, material processing, material handling,in-facility transfer, or loading and unloading, etc. |

Therefore, to control activities / operations at this facilitythat could contribute pollutants to waters of the United

|States through storm water discharges, the draft permitrequires this facility to develop a Storm Water PollutionPrevention Plan (SWPPP) containing BMPs appropriate for thisspecific facility. Consequently, EPA has incorporated inthis draft permit the SWPPP from the General Permit for

,

Storm Water Discharges Associated with Industrial Activityas published in 57 Federal Register (FR) 41307-41311(September 9, 1992). EPA's Region I has made a BPJdetermination that this is the minimum SWPPP needed toidentify sources of pollution at this facility affectingquality of storm water discharges associated with industrialactivity. In addition, EPA has concluded that this SWPPP's I

implementation procedures and practices requirements aresufficiently stringent to control these sources of pollutionso as not to violate the terms and conditions of this draftpermit or of New Hampshire's Water Quality Standards.

The draft permit requires the permittee to develop andimplement the SWPPP no later than 180 days after thepermit's effective date. The SWPPP when implemented becomesa supporting element to any numerical effluent limitations

15

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| Permit No. NH0020338|

| by minimizing the discharge of any pollutants through thei proper operation of the facility. Consequently, the SWPPP'

is as equally enforceable as the numerical limits on thedischarge at Outfall 002A and 002B.

The goal of the SWPPP is to eliminate or reduce thepotential for a discharge of pollutants through the stormwater system. In the event the potential cannot beeliminated, the permittee should select BMPs to reduce oreliminate the pollutant loading to the receiving water. Inessence, the SWPPP requirement directs the permittee tototally review the physical plant, its equipment,operational procedures and operator training at SeabrookStation. The objective of this review is to protect the

| receiving water (Browns River, Hampton Harbor and Atlantic| Ocean) by thoroughly evaluating potential pollution sources

at this site and then to select and implement appropriatesite specific measures designed to prevent, minimize and/orcontrol the discharge of pollutants that might otherwiseenter the storm water system through inappropriate facility I

design, hur.an error, or equipment malfunction.

~ To minimize the SWPPP preparation, the permittee mayincorporate appropriate information from the SpillPrevention Control and Countermeasures (SPCC) Plan,published operational procedures, training manuals, companypolicies, etc. These references should be attached to theSWPPP for review / inspection by EPA or NHDES compliancepersonnel.

E. Basis of Permit Conditions and Limitations

The Clean Water Act (Act) prohibits the discharge ofpollutants to waters of the United States without a NationalPollutant Discharge Elimination System (NPDES) permitunless such a discharge is otherwise authorized by the Act.The NPDES Permit is the mechanism used to implement

i

technology and water quality based effluent limitations and |other requirements including monitoring and reporting. The I

draft NPDES Permit was developed'in accordance with variousstatutory and regulatory authorities established pursuant tothe Act. The regulations governing the EPA NPDES Permitprogram are generally found at 40 CFR Parts 122, 124, and125.

EPA is required to consider technology and water qualityrequirements when developing permit limits. Technologybased treatment requirements represent the minimum level ofcontrol that must be imposed under Sections 402 and 301(b)of the Act (see 40 CFR S125 Subpart A) to meet BestPracticable Control Technology Currently Available (BPT),Best Conventional Control Technology (BCT) for conventionalpollutants and Best Available Technology EconomicallyAchievable (BAT) for toxic pollutants. Technology

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i.

Permit No. NH0020338i

guidelines (effluent limitations and compliance deadlines) I

for discharges other than Publicly Owned Treatment Works :

(POTWs) can be found at 40 CFR Sections 400-471, Subchapter '

N, Effluent Guidelines and Standards. Technology irequirements for POTWs can be found at 40 CFR Part 133, -

Secondary Treatment Regulation.

In the absence of published technology guidelines the permit |writer is authorized under Section 402 (a) (1) (B) of the Act i

to establish effluent limitations on a case-by-case basisusing best professional judgement.

1

In general, the statutory deadline for non-POTW technology J

requirements are as expeditiously as practicable but in no i'

case later than three years after the date such limitationsare established and in no case later than March 31, 1989.

|The statutory deadline of Secondary Treatment for POTWs was !July 1, 1977 unless otherwise authorized by the Act.

!Compliance schedules and deadlines not in accordance withthe statutory provisions of the Act can not be authorized by ja NPDES permit. |

,

EPA regulations require NPDES Permits to contain effluent jlimits more stringent than technology based limits.where i

'more stringent limits are necessary to maintain or achievestate or federal water quality standards. Water quality >

'

standards consist of three parts, (1) numeric or narrativewater quality criteria, (2) designated use, and (3) anti- jdegradation requirements. :

!

The Permit must limit any pollutant or pollutant parameter I(conventional, non-conventional, toxic and whole effluenttoxicity) that is or may be discharged at a level thatcaused, has reasonable potential to cause or contributes toan excursion above any water quality criterion. Anexcursion occurs if the projected or actual in-streamconcentrations exceed the applicable criterion. Indetermining reasonable potential, EPA considers existingcontrols on point and non-point sources of pollution,variability of the pollutant in the effluent, sensitivity ofthe species to toxicity and, where appropriate, the dilution i

of the effluent in the receiving water. j

A permit may not be renewed, reissued or modified with lessstringent limitations or conditions than those contained inthe previous permit unless in compliance with the anti-backsliding requirement of the Act (see Sections 402(o) and303 (d) (4) of the Act and 40 CFR S122.44 (1) (2)) .

In addition the permit must conform to the conditions ,

established pursuant to a State Certification under Section i

401 of the Act that meet the requirements of 40 CFR S124.53.EPA regulations pertaining to permit limits based uponwater quality and state certification considerations arecontained in 40 CFR 5122.44(d).

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F. Effluent Limitations and Conditions

The act requires the Administrator of the EPA to establishfor existing facilities, effluent limitations which setforth the degree of reduction attainable through theapplication of best practicable control technology currentlyavailable (BPT), best conventional pollutant controltechnology (BCT), and best available technology economicallyachievable (BAT) (Sections 301 and 304 of the CWA).Effluent guidelines which represent BPT and BAT are setforth in 40 CFR S423. The Act also requires EPA to obtainstate certification that state water quality standards willbe satisfied in accordance with 40 CFR S124.53 and S124.55.

The effluent limitations presented in the permit are basedon the Steam Electric Power Plant Guidelines-(40 CFR S423)as promulgated on November 19, 1982 (as amended), and on theNew Hampshire Water Quality requirements. The limitationsfor the discharges given in Part I of the Proposed Permitare designed to maintain the nearshore Atlantic Ocean andthe Browns River as Class B waterways in accordance with thestate requirements. The limitations in Part I for pH andtemperature have been established based on statecertification requirements pursuant to Section 401(a) (1) ofthe Clean Water Act.

The pH range for Class B marine waters is from 6.5 to 8.0standard units (s. u.) as defined in the New HampshireStatute RSA: 485-A8," Classification of Waters". Theeffluent limitations presented in_the permit for totalsuspended solids, Total Residual' Oxidants (Chlorine), totalcopper, oil / grease and total iron are based on the SteamElectric Power Plant Guidelines (40 CFR S423).

The effluennt limitations for Total Residual Oxidants(Chlorine) was developed so as to ensure that theconcentration of TRO at the Discharge Transition Structure t

is sufficient low so that the State Water Quality standards I

are met at the diffuser nozzles about 3 miles from the'

station site (5.500 feet offshore). As'noted previously,the Discharge Transition Structure is the last sampling ,

point between the station and the diffuser nozzles.

EPA has determined that the proposed permit limitations |satisfy all the technology requirements of the Clean Water ;

Act, including the 1984 BAT requirements for toxic !

pollutants and BCT for conventional pollutants. !

!;Review of the toxic pollutant portion of the NPDES permit

application indicates that no organic pollutants were i

detected significantly above detection limits except for thechemicals listed below. These chemicals are added by thepermittee for the specific purposes shown. The flow rate,discharge concentration, and representative aquatic toxicity ,

data for the listed chemicals are presented in Attachment C.

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1. Hydrazine

Hydrazine is used as an oxygen scavenger in the !

secondary steam cycle system which minimizes |

corrosion. This chemical is commonly usedithroughout the industry as a corrosion

preventative because of its non-toxic chemical i

reaction products. The hydrazine concentration in |the secondary system is 0.5 mg/l during normaloperation During maintenance shut-down periods,the concentration may be as high as 225 mg/1.Hydrazine reacts quickly with the dissolved oxygenin water to produce the by-products of nitrogengas and water. Therefore, the toxic effects would |

not be detectable. The Appendix C shows thedischarge concentration of hydrazine into theocean assuming only dilution without any chemicalreaction. |

|

2. AnmoniaAmmonia as ammonium hydroxide maintains pH controlin the steam cycle to minimize corrosion. Theammonia concentration in the secondary system may |

vary up to 3 mg/l during' normal operation. |

3. BoronBoron as boric acid is used in the primary system I

to control the ability of the uranium fuel tofission by absorbing neutrons. The concentrationof boron in plant systems vary from 0 to 20,000mg/1. Boron is a naturally occurring element andis present in nearly all fresh and marine waters.Normally marine waters have boron concentrationsof 3 to 4.5 mg/1. Therefore,_the maximum possibleconcentrations will not cause a detectable impacton the aquatic community. Even though boron isused to moderate the neutron flux, it does notbecome radioactive.

!

| 4. Lithium hydroxide |Lithium hydroxide neutralizes the effects of boric I!

| acid in the primary system. This chemical helpsto maintain a constant pH in the primary system,thereby minimizing corrosion processes. The

,

I

lithium hydroxide in the primary system will be

|less than 2.4 mg/1.

5. Hydrocen PeroxideHydrogen peroxide is used during annual refueling

. outages (once every 18 months) to help removecorrosion products. By removing radioactivecorrosion products from internal piping surfacesthe radiation exposure of workers is minimized.Hydrogen peroxide may also be used for

| disinfection of stainless steel systems. The! concentration of hydrogen peroxide in the primary

19

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system is less that 5 mg/1. This would normallybe consumed within the system being converted tooxygen and water before release.

6. Ethylene Glycol and Propylene GlycolEthylene and propylene glycol are used for toprevent ice formation in outdoor water systemsthat are not heat traced. Any discharges of thesetwo chemicals would be inadvertent because thepermittee is establishing reclaiming and reuseprocedure for these chemicals.

7. Moreholine and EthanolamineMorpholine and ethanolamine are chemicals commonlyused throughout the industry for pH and corrosioncontrol in boiler systems. These chemicals arenot currently used at Seabrook Station. However,the permittee has requested approval for possiblefuture use of these two chemicals to minimizecorrosion and improve solubility and ease ofremoval of corrosion products in the steamgenerator.

8. Bulab 9328Buckman Laboratory product 9328 is a corrosioninhibitor.

9. Bulab 6002Buckman Laboratory product 6002 is a biocide.

10. Cat Floc TLCalgon product " Cat Floc TL" is used as aflocculent in the liquid radwaste system toenhance the removal of any particulate matter maderadioactive by neutron activation. This materialis used to aggregate those activation productsand, thereby, improve the decontaminationcapability of the demineralizers.

11. Cat Floc LCalgon product " Cat Floc L" is also used as aflocculent as note above.

12. Nalcolvte 7134Nalco product 7134 is used as a coagulant for thesame purpose as the two Calgon products indicatedabove.

13. Sodium nitriteSodium nitrite is used as a corrosion inhibitorfor some of the piping systems.

14. Sodium molybdate '

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; Sodium molybdate is used as a corrosion inhibitor ,

for some of the piping systems.'

15. Sodium Silicate !

Sodium silicate is used as a scale inhibitor or ,

preservative in some of the piping systems.'

The effluent monitoring requirements have been establishedto yield data representative of the discharges under theauthority of Section 308(a) of the Clean Water Act,according to regulations set forth at 40 C.F.R. 122.41(j),122.44(i) and 122.48. The monitoring program in the permitspecifies routine sampling and analysis which will providecontinuous general information on the reliability andeffectiveness of the installed pollution abatementequipment. The approved analytical procedures are to befound in 40 CFR 136 unless other procedures are explicitly ,

required in the permit.

Whole Effluent Toxicity,

EPA's recently published Technical Support Document forWater Ouality-based Toxics Control, March 1991, EPA /505/2-90-001,1 recommends using an " integrated strategy"

| containing both pollutant specific (chemical) approaches andwhole effluent (biological) toxicity approaches to betterdetect toxics in effluent discharges and using that

| information to control the entrance of those toxicj pollutants into the nation's waterways. Pollutant-specific! approaches such as those in the Gold Book and State! regulations address individual chemicals, whereas, whole

effluent toxicity approaches evaluate interactions betweenpollutants, thus rendering an "overall" or " aggregate"toxicity assessment of the effluent. Furthermore, WholeEffluent Toxicity measures the " Additivity", " Antagonistic"and/or " Synergism" effects of individual chemical pollutants;

! which pollutant-specific approaches do not, thus the need; for both approaches. In addition, the presence of an

unknown toxic pollutant can be discovered and addressedj through this process. |

!

Section 101(a) (3) of the CWA specifically prohibits thedischarge of toxic pollutants in toxic amounts and State lawN.H. RSA 485-A:8, VI and the N.H. Code of AdministrativeRules, PART Env-WS 4 3 2. 02 (c) (4 ) states that, "all classes ofwaters shall be free from toxic pollutants or chemicalconstituents in concentrations or combinations that injureor are inimical to plants, animals, humans, or aquaticlife;". The NPDES regulations under 40 CFR S122.44 (d) (1) (v)require whole effluent toxicity (WET) limits in a permitwhen a discharge has a " reasonable potential" to cause orcontribute to an excursion above the State's narrative |criterion for toxicity. '

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Region I adopted this " integrated strategy" on July 1, 1991,for use in permit development and issuance. EPA Region Imodified this strategy to protect aquatic life and humanhealth in a manner that is both cost effective as well asenvironmentally protective.

Seabrook Station generates electrical power which has anunknown potential for causing toxicity in the facility's.discharge. Presently, there is inadequate information forEPA to base a " reasonable potential" determinationconcerning this discharge's toxicity potential to cause or :contribute to an excursion of the State's narrative water !quality criterion. Thus, an inclusion of a WET testing imonitoring requirement in the draft permit is necessary, |reasonable and appropriate to gather this information in

'

order to make a technically-based " reasonable potential"determination regarding whether or not this discharger is

,

unknowingly contributing toxics to the receiving water. ;This approach is consistent with that recommended in >

Technical Support Document for Water Ouality-based Toxies ;'

Control, March 1991, EPA /505/2-90-001 on page 60.?

This WET test monitoring approach is a proactive stance,

taken by EPA to protect the' environment so as to properly '

carry out EPA's Congressional mandate to prevent the !!discharge of toxic substances into the Nation's waterway.'EPA cannot make a " reasonable potential" determination on an

individual discharge without first evaluating WET tests !

results obtained from a-given facility's discharge. .

!

Therefore, the draft permit is conditioned to require the Ipermittee to report the results of chronic (and modified [acute) WET test using Inland Silverside (Menidia bervilina), !for two separate sampling periods, once during January 1994 !

!and once during July 1994, at Outfall 001. A 24-Hourcomposite sample is the required " sample type" for WETtesting. This monitoring requirement is new to this draftpermit and is not contained in the current permit. |

!

If these Whole Effluent Toxicity tests detect toxicity, the [Regional Administrator and the Director may decide to modify

,

the permit to include a toxicity and/or additional pollutant i

limits to adequately protect the State's Surface Water ;

Quality Regulations and assigned uses of the waterway during !

the remaining life of the permit. Results of these toxicity |

tests are consider "new information not available at permitdevelopment"; therefore, the permitting authority is allowed

,

to use this information to modified an issued permit under ,

authority in 40 CFR S122.62(a) (2) . |

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G. Proposed and Existina Permit Effluent Limitation!Reauirements

Attachment B presents a comparison of: (1) the data fromthe self-monitoring program (Discharge Monitoring Reports)summarized for 1990-1991 data representing operational plant t

conditions; (2) the existing permit effluent limitationrequirements; and (3) the draft permit effluent limitation !

requirements showing the proposed changes to the existing '

permit. The existing Seabrook Station NPDES Permit (issuedon July 26, 1985) was based upon designed conditions. Theproposed permit will have only several non-significantchanges based upon the actual operational data. Thesechanges are: [

1. The increased flow rates for Discharge Nos. 001 and 003 i

because of the more efficient pumps and the use of a *

'

conservative friction factor in the tunnels.

2. The discharge flow rate for Discharge 025 was increasedbecause operational conditions indicated that theincrease is necessary for the possibility of continuousblowdown.

3. Several changes were made due to changes in the NewHampshire Water Quality Standards: turbidity,settleable solids, and Coliform.

I

4. The pH requirement was deleted from several fresh watertype internal streams because the reaction of these

,

streams with the chemicals inherent in marine waters isconsidered to be an acceptable treatment system (thechemical buffering capacity of marine waters). This '

type of treatment has been approved nationwide for manyof the shoreline power plants. There is a pHrequirement, however, on the final discharge into the jocean. |

A total of about 1 mgd of several internal dischargesare diluted by about 720 mgd of the circulating coolingwater system. This 720 to i ratio is equivalent to achange of 2.8 pH standard units (s.u.) by simpledilution alone.

Recent tests have shown that 100 ml samples of fresh i

water with a pH of 11.0 and 2.0 s.u. will be reduced to |8.9 s.u. (titrated pH) with 65 ml of sea water and

'

raised to 6.7 s.u. With 800 ml of sea waterrespectively. This would indicate that the circulatingcooling water system could chemically neutralize 1108mgd of plant discharges at a pH of 11.0 s. u. or 90 mgdof at a pH of 2.0 s.u. without considering any dilutionfactor. These tests were repeated using salt watersamples. This information is summarized below:

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Averaae Max. |Samole Water _ Sea Water Titrated Plant Flows Plant j

volume EH volume pH Coolina Stream streamm1 s.u. ml s.u. mgd mgd mgd

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Fresh Water100 11.0 65 8.9 720 1 1108 |

100 2.0 800 6.7 720 1 90'

Salt Water100 11.0 6000 8.5 720 1 12100 2.0 800 6.7 720 1 90

;

!H. Bio-foulina Control.

'

The chlorine effluent limitations presented in the permit -

are based on the Steam Electric Power Plant Guidelines (40CFR 423). The guidelines state that Total Residual Chlorine(Total Residual Oxidants for ocean waters) may not bedischarged from any single generating unit for more than two '

hours per day. Simultaneous multi-unit chlorination is'

permitted. The quantity of Total Residual Oxidants (TRO)discharged in once-through cooling water from each dischargepoint shall not exceed a maximum concentration of 0.20 mg/1.

The guidelines require the discharger to demonstrate to thepermitting authority that chlorine discharge for more thantwo hours a day is required for macroinvertebrate control.The applicant has made such a demonstration for the coolingwater system. Therefore, continuous chlorination of thecooling water system is allowed, provided that the 0.2 mg/lTotal Residual Oxidant limitation is not exceeded at the >

point of discharge into the Atlantic Ocean. The Discharge ,

Transition Structure (DTS) is the last and only locationwhere the total combined plant wastewater discharge can besampled before it enters the head end of the dischargetunnel. There is no sampling point between the DTS and thediffuser nozzles.

Originally, the permittee had anticipated that themacroinvertebrate control would be solely through the use ofa " thermal backflushing technique". This is a processwherein the cooling water flow through Seabrook Station is :reversed so that the intake structure becomes the dischargepoint and the discharge diffuser nozzles are the intake ,

| ports. During this flow reversal, the cooling water i

discharge temperature would be increased to a maximum of |'

120 *F for a duration not to exceed 2 hours. This thermal |backflushing operation would be conducted only during those i

time intervals when the meteorological and hydrological |conditions would minimize any thermal impact upon the Outer |

and Inner Sunk Rocks area. Under current plant operational |plans, this method of biological growth control will be used ]

l 241 1

,

', .__

.

I

*Permit No. NH0020333 i

|

only infrequently to control those plant or animal growths |that are resistant to continuous chlorination program or in

,

j areas not impinged upon by the injected chlorine.|

| EPA is requesting the permittee co revaluate the use ofl thermal backflushing as the best procedure to control the i

sessile organism growths resistant to sodium hypochlorite.The permittee is to examine and describe alternative ,

procedures that could be effectively used to minimize theenvironmental impact on the biological community. The studyshall determine conditions and seasons that will producedthe least environmental impact such as: fish migration, :spawning, endangered species, initial dilution, anddispersion of the plume.

Should the thermal backflushing be considered the bestalternative, then the existing approved hydrological and i

; meteorological report developed for protecting the outer| Sunk Rocks aquatic community shall be expanded to include

the above additional requested data.

This study shall submitted to EPA, the State and the TACbefore the selected alternative is used to control the ;

sessile organisms in the Intake Tunnel or by January 1, ;

,

1995, whichever comes first. |

|| The permittee has shown in experimental testing and through

.

'i actual operations that sodium hypochlorite continuously

introduced at the cooling water intake structures couldcontrol most of the macroinvertebrate growth and satisfy theSteam Electric Power Plant Guidelines on the maximum TRO ;

(chlorine) discharge limitations. !

The permit limits the maximum Total Residual Oxidants (TRO)(the term " Total Residual Chlorine (TRC)" is used in placeof TRO in fresh waters) to 0.15 mg/l prior to mixing withthe ocean waters. i

As two additional conservative factors should be considered.in evaluating the impact of the TRO (chlorine) in thedischarge from the diffuser nozzles into the marine waters:the dilution of the TRO by the entrained ocean waters andthe chemical reaction of the entrained marine waters withthe residual TRO in the station discharge.

1. The station discharge is diluted at the dischargej nozzles with approximately about 10 volumes of| entrained cold ocean water reducing the maximum

concentration TRO of 0.150 mg/l to about 0.015 mg/1.2. The calculated maximum TRO concentration of 0.015 mg/l

is further reduced by its reacting with the newentrained sea water. It is expected that the highestconcentration at the ocean surface above the diffusernozzles will be about 0.00062 mg/1. This value isbelow both the level for Acute Toxic limit of

25

_

,-. - - - - - - - .. ..

. .- -- ~ . _ - - . . -

I.

i

I


!0.013 mg/l and for the Chronic Toxic of 0.0074 mg/l |recommended by EPA in the " Ambient Water Quality |

Criteria for Chlorine" (49 Fed. Reg. 4553 dated !

February 7, 1984).

This conservative approach assumes maximum discharge ;

concentration of TRO of 0.150 mg/1. However, historical i

| data has shown that TRO level at the Discharge Transition i

! Structure has been well below 0.150 mg/l (consistently |approaching the "no detect concentration of 0.050 mg/1).

| The goal of the Chlorine Management Program is to minimizethe seasonal usage of chlorine at Seabrook Station. TheNPDES permit allows the permittee to submit proposed changes j

to the approved Chlorination Management Program annually ;

together with the proposed changes to the Biological and i

Hydrological Monitoring Programs. These changes would allow !

for accommodating changes: in different types of organisms i

growing in the tunnel, the change seasons when chlorination !,

!

is necessary, and the change in dosage levels for to control jdifferent organisms or greater population of some' organism. i

?,

4

It is anticipated that the thermal backflushing operation'

will be used only infrequently to control those organisms' !

|that are resistant to chlorination, located upsteam of the

,!chlorination points in the intake structures and to provide'

station operator training-for this equipment. ;

| The monitoring program in the permit specifies routine !

| sampling and analysis which will provide general information |on the reliability and effectiveness of the installed [

'

pollution abatement equipment. |?

!

I. Section 316 of the Clean Water Act ;

i*

Section 316(a) of the Clean Water Act (CWA) addresses thethermal component of any effluent discharge. EPA has not

| developed the Best Practicable Control Technology currently f'

available (BPT) for thermal discharges from point sources.However, EPA assumes that if thermal limits satisfying BPT :

were developed in accordance with Section 301(b) (1) (A) of jthe CWA, they would be more stringent than what would be !

proposed by the NPDES Permit applicant. This is based upon ;

the premise that the water quality criteria developed by !!states would be the limiting factor in the development of

the NPDES Permit. It should also be noted that thermal jdischarges (heat) are not subject to the technology

'

standards required by Best Conventional Pollutants ControlTechnology Economically Achievable (BCT) since heat is not iidentified as a toxic pollutant or a conventional pollutant jas defined by the CWA and outlined in 40 CFR S401.15 and jS401.16.- Rather, thermal discharges (heat) are treated as a ;

separate type of pollutant under S316 of the CWA. {.

26. ;

i

!

E_ _ _ _ _ _ _ _ _ _ . . . _ . _ __ ___ , .- .

.

ii ,

| Permit No. NH0020338|

| Section 316(a) of the CWA gives the Administrator of the EPA ,"

| the authority to impose alternative effluent limitations forj the control of the thermal component of any discharge.

However, the owner or operator of the point source mustdemonstrate to the satisfaction of the Administrator that i

existing effluent limitations are more stringent thannecessary to assure the protection and propagation of a ;

balanced indigenous community of shellfish, fish and'

wildlife in and on the receiving water.

Similarly, Section 316(b) of the CWA gives the Administratorof the EPA the authority to determine if the location,

;design, construction, and capacity of the cooling waterintake structures reflect the BPT for minimizingenvironmental impact.

Authority of these two sections of the CWA has been i

delegated to the Regional Administrator or their designees t

in accordance with the regulatory procedures under 40 CFR |

5125.

Technical Advisory Committee (TAC)

In 1975, EPA and the State jointly formed a committee of the |'

senior biologists of the those regulatory agencies whichhave responsibility for the aquatic community in HamptonHarbor and in the nearshore waters at HamptonBeach /Seabrook, New Hampshire:

U. S. Environmental Protection Agency, Region IEnvironmental Services Division (Biological Lab.)

|U. S. Environmental Protection Agency, Region I

Water Management Division (NPDES Permit)'

i U. S. National Marine Fisheries ServiceNew Hampshire Division Environmental Design

Water Pollution Section| New Hampshire Department of Fish and Game

North Atlantic Energy Service Company (non-voting);

The objective of forming the committee was to provide EPA| and the State the combined biological expertise of the

previously mentioned agencies which are responsible fordifferent biological aspects of the Hampton Harbor and thenearshore Atlantic Ocean. The Committee has beenresponsible for assisting the permittee in developing studyprograms, evaluating the resulting data, reviewing programconclusions,and approving / rejecting the proposed remediationby the permittee. The committee also provides EPArecommendations for inclusion in the proposed NPDES Permit

| that will ensure protection of the ecological community inand on receiving waters.

This type of formal biological committee has beeneffectively used by EPA, Region 1, for other large power

27

||

.


plants to take advantage of the extensive technicalexpertise available in those Federal and State agencies thathave regulatory functions on the receiving waters. Thesecommittees are of particular help to EPA when monitoring apower plant: (1) that is discharging into sensitive !

biological areas; (2) that is trying to select a site ofminimum environmental impact; and (3) that is attempting toverify that its operational discharges satisfy the predictedenvironmental impacts.

I

In this permit reissuance, the biological committee ofFederal and State biologists is being formalized into aTechnical Advisory Committee (TAC) to ensure that theirefforts are an official part of this permit. This group has

i

i been on a more informal basis coordinating, reviewing, and i

I commenting upon the Pre-Operational and Operational| biological, hydrological, and chlorination programs at

Seabrook Station since 1975. The TAC members shall be'

competent biologists from the following Federal and Stateregulatory agencies: NHDES, NHF&GD, and USEPA. North

;

|Atlantic Energy Service is also represented on this

' committee as a non-voting member.

The TAC may accept, reject, or modify the proposed programsand schedules. After acceptance of the program and scheduleby the TAC, the program will be submitted to the RegionalAdministrator and the Director for NH WS&PC Division for

; approval. Upon approval, the proposed program and schedule|

becomes an enforceable element of this permit.

After permit reissuance, the permittee may annually, onJanuary 1st each year, submit proposed revisions of theexisting biological, hydrological and chlorinationmonitoring programs included herein to the RegionalAdministrator and the Director. Upon approval, by the TAC,the revised biological and/or hydrological monitoringprograms shall become an enforceable element of this permit.

Each time the permit is reissued (not to exceed 5 years),the 316(a) and (b) determinations are reviewed. Thepermittee must certify any changes in: (1) the facility

|

| discharge characteristics; (2) the waterway characteristics,and (3) resident or transient aquatic community. Thepermittee must then explain any differences identified andtheir impact on the local ecological community. A newamended determination is then made on this incrementalchange in the environmental conditions at the facility basedupon the recommendations of the TAC.

After consultation with the biological committee (to beknown as the TAC), the Regional Administrator hastentatively determined that the current biological,hydrological and chlorination monitoring data satisfactorilyshow that a once-through cooling system for Seabrook Station

| satisfies the State of New Hampshire thermal requirements

| 28r

!

.Permit No. NH0020338-

and will insure the protection and propagation of a balancedindigenous community of fish, shellfish, and wildlife in andon Hampton Harbor and the nearshore Atlantic Ocean. Thethermal limits proposed in the draft permit constitute aSection 316(a) thermal discharge variance. The operationalphase biological monitoring program, as directed by the TAC,continues in order to assure EPA and the State that thecontinued operations of Seabrook Station does notsignificantly impact the local biological community.

| The Regional Administrator has also tentatively determined| that the location, design, construction, and capacity of the

intake structures and rotating screens reflect the bestavailable technology for minimizing adverse environmentalimpact upon the nearshore ecological community, Section

; 316(b) of the CWA.

It is to be noted that these CWA S316 tentative| determinations were made on the data as presented by the

permittee and his consultants during the plant construction(17 years) and upon the biological and hydrological dataobtained since Seabrook Station became operation in August1990. Because of the complexity of the biological processesin ocean and harbor, the biological committee (now theTAC) has continued (over 17 years) to be very active insupervising the biological and hydrological monitoringprograms for Seabrook Station. The draft permit includes the;

| provision that these programs can be changed annually toreflect changes in the biological community, hydrologicalconditions, and plant operations. The TAC can, thereby,obtain additional data on any perceived biological problemarea and make appropriate recommendations to the RegionalAdministrator and Director to modify the issued permit toenhance the protection of the biological community in oceanor harbor.

The proposed draft permit effluent limitations and specialconditions assure satisfaction of the New Hampshire StateWater Quality standards for Hampton Harbor and the nearshoreAtlantic Ocean and Sections 301, 316(a), and 316(b) of theClean Water Act.

|

!'

J. Criteria for Cooling Water System.

The criteria for the Seabrook Station Cooling Water systemeffluent limitations have been derived from the followingdocuments:

1. Public Service Company of New Hampshire Application foran NPDES Permit for Seabrook Station date August 1,1974 (original plant design).

2. Public Service Company of New Hampshire Application fora Permit to Discharge or Work in Navigable Waters and

. their Tributaries dated October 25, 1974.|

| 29,

.- ._- _ - . . - - _ . . .- - - . ~ . - . . . - . - ----

|


3. Regional Administrator's Determination dated March 18,i1975, relating to the Thermal Component of'the

Discharge. j)

<

' 4. Regional Administrator's Determination dated June 24, !

1975, relating to the Thermal Component of the |Discharge.

i5. Regional Administrator's Determination dated October

24, 1975, relating to Cooling Water Intake StructureLocation and Design.

Regional Administrator's Determination dated.' November6.9, 1976, relating to the Intake Structure and theThermal Discharge.

i

7. Administrator's Decision dated June 10, 1977, relating 'lto the Appeal of the Regional Administrator's Initial |

iDecision.ti

8. Administrator's Modifications of Determinations datedNovember 7, 1977, relating to modification of (3) and(4) above.

8. Administrator's Decision on Remand | dated August 4, I1978. +

|9. Steam Electric Power Generation Point Source Category |

Effluent Limitations Guidelines 40 C.F.R. 423.,

!

10. Public Service Company of New Hampshire application '

,

l and addendum for the NPDES permit.for SeabrookStation dated February 21, 1990, and April'5, 1991,

|respectively. |

! . |

| 11. U.S. Nuclear Regulatory Commission Final Environmental j

| Statement.Related to the Operation of Seabrook Station |

| Units #1 and #2, _ ;dated December 1982.

!

i

K. Thermal Effluent Limitations i

'

The Seabrook Station had been designed to have two unitseach generating about 1200 MW (gross) of electrical energy.Seabrook Station was constructed as a single unit station

~

with a once-through cooling water Circulating Water Systemthat uses approximately 720 MGD of water from the AtlanticOcean.

i

The three intake ports'are about 7,000 feet from theshoreline and the eleven diffuser nozzles are about 5,500from the shoreline. The temperature rise of the effluent islimited to 39 F on a daily average and 41 F.on a daily-maximum, thus insuring that the surface waters above the

| 30l'

>

'

. _ -

.

Permit No. NH0020338'

i

nearfield jet mixing region within 300 feet of the dischargepoint will not exceed 5 F above ambient water temperature.

EPA has reviewed the impact potential to aquatic resourcesfrom operation of the Seabrook Station cooling system underSection 316(a) and (b) of the Clean Water Act. A series ofdecisions and legal actions on the design and impact of the '

cooling system led to an August 4, 1978 Decision on Remandby the EPA Administrator. Considered in the Decision on i

Remand were the potentials for an impact from: thermaldischarges; thermal backflushing for biofouling control;cold shock; discharge plume scoering of the ocean bottom;entrainment of plankton through the cooling system;attraction of fishes to the intake structures; entrapment offishes, at the intakes and subsequent impingement on thetraveling screens; thermal plume barriers to migrating fish;increase in nuisance species populations; and gas bubbledisease of fish. The Decision on Remand concluded that: (1)the requirements of Section 316(a) and (b) of the CleanWater Act have been met: (2) the once-through cooling systemwill ensure the protection and propagation of a balancedindigenous population of fish, shellfish, and wildlife inand on the receiving waters with respect to the thermalcomponents of the discharge and in accordance withlimitations imposed in the proposed NPDES permit; and (3)the intake structures reflect the best available technologyfor minimizing adverse environmental impacts to the aquaticbiological and fishery resources of Hampton Harbor and !

tnearby coastal waters.

The National Marine Fisheries Service (NMFS), U.S.Department of Commerce, responded to the NRC request forinformation on endangered and threatened species nearSeabrook. The response stated that the operation ofSeabrook Station will not affect the endangered shortnosesturgeon or the habitat of the offshore whales and seaturtles. EPA is currently reviewing with NMFS this originaldecision on tne endangered species based on the pre-operational and on the recent operational data at SeabrookStation.

''

The thermal component of the discharge shall in all aspectsbe in accordance with the discharge described in thepermittee's NPDES Permit Application No. NH0020338, datedAugust 1, 1974, as modified in the reapplication dated April5, 1991, except as specifically modified in accordance withthe decisions / determinations referenced above:

1. The permittee shall perform back-flushing (coolingwater flow reversal for bio-fou:.ing control) onlyduring times when hydrological and ratmocologicalconditions are such that the plume 1.1au off-shoreand/or temperature increases are min.:nzed at the OuterSunk Rocks. The permittee shall notify the Regional

31

t.

*


Administrator and the Director 15 calendar days beforeeach back-flushing operation is initiated.

2. The thermal component of the discharge from theSeabrook Station shall not cause a temperature rise ofmore than 5.0 F in the "near-field jet mixing region".The 5 F limit shall apply only at the surface of thereceiving waters. For the purposes of this paragraphthe "near-field jet mixing region" means that portionof the receiving waters within 300 feet of thesubmerged diffuser in the direction of discharge. Thisparagraph shall apply only to temperature rises to theextent caused by the addition of heat to the receivingwaters by the permittee. This temperature requirementdoes not apply during the cooling water flow reversal(thermal backflushing) used for biological control.

3. During operation of Seabrook Station, the permitteeshall conduct such studies as are determined by theRegional Administrator and the Director to be necessaryto evaluate the accuracy of the thermal plumepredictions it has submitted to EPA in support of theNPDES Permit Application No. NH0020338 for both normaloperation and thermal back-flushing operations.

4. During operation of the Seabrook Station, the permitteeshall conduct such studies as are datermined by theRegional Administrator and the Director to be necessaryto continuously monitor and evaluate tile effect of theSeabrook Station on the balanced, indigenous populationof shellfish, fish and wildlife in and on the body ofwater into which the discharge is made. The proposedplan submittal shall be in accordance with ParagraphI.A.10 of this permit.

5. NPDES Permits issued from time to time in regard to thedischarges from Seabrook Station will contain such i

further limitations or be modified to contain suchfurther limitations on the thermal component of thedischarge as the results of the above studies and other

Iavailable information indicate to be necessary toassure the protection and propagation of a balancedindigenous population of shellfish, fish and wildlife

j in and on the receiving waters. )

6. The effluent limitations of this permit shall apply to j

all thermal components of the discharge from the |Seabrook Station, including but not limited todischarge during normal station operation and dischargeduring cooling water flow reversal for bio-foulingcontrol.

7. The permittee has coated the external surfaces of the'

diffuser with a material approved by the RegionalAdministrator and the Director that discourages the

32

i


growth of marine organisms on the diffuser which mightattract browsing fish which would then be susceptibleto entrapment during the reversed flow back-flushing ;

operation. The permittee may propose alternate ;'

chemicals or methods for minimizing biological growthon the diffuser nozzles to the Regional Administratorand the Director for approval.

| 8. EPA has rquested a revaluation of the thermal ,

backflushing operation to determine if there are'

currently alternative procedures that have less ,

environmental impact to the aquatic biologicalcommunity. (See Section H, Bio-fouling Control, for j

; *

' details of this study.)

The Regional Administrator has tentatively determined thatthe biological and hydrological monitoring datasatisfactorily indicated that a once-through circulating |

cooling system for Seabrook Station would insure theprotection and propagation of a balanced indigenouscommunity of fish, shellfish, and wildlife in and on thenearshore Atlantic Ocean. The thermal limits proposed inthe draft permit constitute a Section 316(a) thermaldischarge variance. The operational phase biologicalmonitoring program, as directed by the biological monitoringcommittee, continues in order to assure EPA and the Statethat the continued operations at Seabrook Station does notsignificantly impact the local aquatic biological community.

L. Intake coolina Water System and Structures

The design, construction, and capacity of all components ofthe cooling water system seaward of the inlets to the maincondensers or other heat exchangers, as appropriate, of theSeabrook Station (the " Cooling Water Intake Structures")shall in all respects be in accordance with NPDES PermitApplication No. NH0020338, as submitted on August 1, 1974,and the Permittee's Application for a Permit to Discharge orWork in Navigable Waters and their Tributaries, submitted tothe Corps of Engineers by letter of October 25, 1974, exceptas specifically modified in accordance with thedecisions / determinations referenced above:

1. The cooling water intake structure shall have threeintake ports.

2. The permittee shall use an anti-fouling protectivecoating on the cooling water intake structures. Themultiport diffuser shall be maintained free of marinefouling organisms. (The objective of this paragraph isto discourage the growth of organisms which mightattract browsing fish which would then be susceptibleto entrapment.)

33

- _ - . . _ ._ _ _ _ , , __. _

.

|

|


3. The velocity of water as it enters the cooling waterintake structures shall at no time exceed 1.0 foot per ;

second..

4. The cooling water intake structures shall incorporatesuch behavioral or other non-structural deterrents andbarriers as the Regional Administrator and/or theDirector determines to be appropriate under Section316(b) of the Clean Water Act after reviewing theresults of any permittee conducted studies and anyother information available.

,

5. NPDES Permits issued from time to time in regard to the '

cooling water intake structures for the SeabrookStation will contain such further limitations and -

requirements or be modified to contain such furtherlimitations and requirements as the results of anystudies by the permittee and other availableinformation indicate to be necessary to minimize

| adverse environmental impact from the cooling water ,i

intake structures. jr

The Regional Administrator has tentatively determined that ;'the circulating water intake structure presently designed

employs the best technology available for minimizing adverseenvironmental impact. No change in the location, design orcapacity of the present structure can be made without priorapproval of the Regional Administrator and the Director. ,

*

The present design shall be reviewed for conformity toregulations pursuant to Section 316(b) when such are |promulgated.

.

M. Tentative CWA Determinationi

I

The Clean Water Act established the national objective "torestore and maintain the chemical and biological integrity i

i

of the Nation's Water." The act requires the Administratorof the EPA to establish, for existing facilities, effluentlimitations which set forth the degree of reductionattainable through the application of best practicablecontrol technology currently available (BPT), bestconventional pollutant control technology (BCT), and bestavailable technology economically achievable (BAT) (Sections '

301 and 304). The act also requires EPA to obtain state {certification that water quality standards will besatisfied. Effluent guidelines which represent BPT and BATare set forth in 40 CFR Part 423, and regulations governingstate certification are set forth in 40 CFR Sec. 124.53 and |

124.55. |1

EPA has tentatively determined that the proposed draft i

permit, effluent limitations and special conditions assure i

satisfaction of the New Hampshire Department of

34

|


Environmental Services requirements for the Browns River andAtlantic Ocean and S 301 of the Clean Water Act.The Regional Administrator has tentatively deterv.ined that afavorable 316 (a) and (b) determination con 11 be, madecurrent pre-operational and operational data. The proposeddraft permit is also consistent with the Administrator's *

previous 316(a) and 316(b) determinations.

The effluent monitoring requirements have been establishedto yield data representative of the discharges under the '

authority of Section 308(a) of the Clean Water Act, i

according to regulations set forth at 40 CFR 122.41(j), i

122.48, 122.41(j) (4) . (5) , and 122.44(i).

V. State Certification Requirements.

EPA may not issue a permit unless the New HampshireDepartment of Environmental Services which has jurisdictionover the receiving waters certifies that the effluentlimitations contained in the permit are stringent enough to ;

assure that the discharge will not cause the receiving waterto violate State Water Quality Standards. The staff of theNew Hampshire Department of Environmental Services hasreviewed the draft permit and advised EPA that thelimitations are adequate to protect water quality. EPA hasrequested permit certification by the State and expects thatthe draft permit will be certified.

VI. Comment Period, Hearing Requests, and procedures for FinalDecisions.

1

All persons, including applicants, who believe any condition iof the draft permit is inappropriate must raise all issues jand submit all available arguments and all supporting i

material for their arguments in full by the close of thepublic comment period, to the U.S. EPA, Compliance Branch,JFK Federal Building, Mail Code WMN, Boston, Massachusetts02203. Any person, prior to such date, may submit a requestin writing for a public hearing to consider the draft permitto EPA and the State Agency. Such requests shall state the J

nature of the issues proposed to be raised in the hearing. '

I A public hearing may be held after at least thirty days| public notice whenever the Regional Administrator finds that

response to this notice indicates significant publicinterest. In reaching a final decision on the draft permitthe Regional Administrator will respond to all significantcomments and make these responses available to the public atEPA's Boston office.

Following the close of the comment period, and af ter apublic hearing, if such hearing is held, the RegionalAdministrator will issue a final permit decision and forward

35

|

Permit No. NH0020338^

i

a copy of the final decision to the applicant and each| person who has submitted written comments or requested

notice. Within 30 days following the notice of the finalpermit decision any interested person may submit a requestfor a formal hearing to reconsider or contest the finaldecision. Requests for formal hearings must satisfy therequirements of 40 C.F.R. Section 124.74, 48 Fed. Reg.14279-14280 (April 1, 1983).

VII. EPA Contact.|

Additional information concerning the draft permit may beobtained between the hours of 9:00 a.m. and 5:00 pm., Mondaythrough Friday, excluding holidays from:

T. E. Landry, Jr.John F. Kennedy Federal Building, WMS

Boston, Massachusetts 02203Telephone: (617)S65-3508

i

i

2 7'2 II$ David A. Fierra, Director7 / 'Date Water Management Division

,

Environmental Protection Agency

,

| !

36

_ _ _

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. .

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Permit No. Nit 0020338

7-7-93 - UlI20338.FS2 ATTAQ MEIE B

DESGIIPTION OF DISQiAME:.

DISOIARGE No. 001--Circulating Water System Discharge (combination of condenser once-thru cooling water frun Unit #1,all process wastewaters, the treated sanitary wastewater, and all plant site storm water runoff).

PEIMIT EF1Mir QIARACTERISTICS AT POINF OF DISGIAME:

Summary 1990/92* Existing Permit Proixsed PermitDiR Reports Conditions Conditions

Parameter Averace Maximum Averace Maximum Averace Maximum

Flow, MGD 580 593 594 - Report 720Flow rate increased because

iinstalled equipment moreefficient than designed.

i.

^ "# No limit change. Will requireI N)' g ' 77.3 85.8 - -

i w ting Daily Average andRange without limits.

1

Temperature Rise,'

Delta-T, F 32.2 38.2 39 41' No limit change. R @ ortMonthly. Avg. and Daily Max.

<

Total Residual 011orineo.1 0.1 o.2 0.2 0.150 0.150(Tao), ny/l

- to - 6.5 to 8.0 No limit changepli, s.u. (Range) **

'Ibe 34R data is a summary of the operational data from Seabrook Station start-up in August 1990 to Mardi 1992.j o.

'nic pli of the discharge shall not be less than 6.5 standard units nor greater than 8.0 standard units or aso*naturally occurs in the recx31ving waters, NII DES Water Quality Standards. 'Ihe pH of the marine waters atthe Intake Transition Structure shall be considered as the receiving water pH for this permit.

:

|14

i

i

-- ,- ee-.. -,_, _ - . , -,_-_._,_,._.,_,,,,,,m,____,, _ , , , , _ , , , _

. .-. _ . __ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ - __ - _ _ _ _ _ _ _ _ _ _ - _ _ _ _ - _ - _ - - _ _ _ - _ _ _ _ _ - _ _ _ _ - _ _ . _ . _ ._ _ _ _

Permit fio. 11110020338

ATTAGiMDTP B'

DESCRIPTION OF DISQlAME:

DISOIAME 002--Settling Basin Discharge (Combined storm water runoff, treated sanitary waste, and secondary Icakage(floor drains), and all plant area storm water runoff.) *

PER4IT EFFIlIDTP OIARACTERISTICS AT POIITT OF DISGIARGE:;

Summary 1990/92 Existing Permit Propocci Permit; IER Reports Conditions COMitions

Parameter . Averace Maximum Averace Maximum Averace Maximum,

41.5 No limit change.O.8 2.9 -

Flcu, MGD

Total Suspended Solids, mg/l 15 31 30 100 No limit change

Oil aM Grease, ng/l 1.0 1.9 15 20 No limit change

25 Deleted, new IDI19.1***.

--

7brbidity, Jr0 requiu:ura ds.

i

5.5 to 9.9*** 6.5 to 8.0** No limit changepII, s.u. (Range)

When there is no flow in the coolirry water discharge tunnel or during equipment maintenance, the following'

- * 1.may be diverted to this treatment facility: oooling tower blowtiown, treated domineralizer regenerants, andsecondary plant leakage. eliminating all discharges to theThis discharge will be directed to tunnel discharge, Discharge 001,2.

_ Browns River. The diverted stream Discharge 002 will continue to be so designated since the chemicalcharacteristics are essentially the same before aM after the diversion.

'

7he pH of the discharge shall not be less than 6.5 staMard units nor greater than 8.0 standard units or asoonaturally occurs in the receiving waters,101 DES Water Quality Standards. The pH of' the marine waters atthe Intake Transition Structure shall be considered as the receiving water pH for.this permit.

There were 8 exceedances above 8.0 s.u. and 3 turbidity exceedances above 25 JIU attributed to naturally occurring'

ocoalgal blooms in settling pond due to a relatively low flow rate into.a very large settling pond (resident timecould exceed a month).

!

2

.

- _______-..__ww _-cw-w www. - e w.r ww. . w e= + rw T--e-v-r wwe,t-~=w wr v w r +, v -*.-.-wr,~-=v c-ww-,w-= w- i .w--+---irrr-#- a r- v-.-w w-~ m.-rw ww,r,,rri . ___-______2 _-,rv _______-___m_ - -

_ - _ _ - . _ _ - _ _ _ _ _ _ _ _ _ _ _ _ ._ ______ _ _ _ _ - _ -_- _ _ _ _ __ _ - . _ _ _ _ _ _ _ _ - _ - _ - _ _ _ _ _ . - _ _ _ _ _ . _ _

Permit No. N110020338 ['

ATTAOiMBir BDESCRIPTION OF DISOIARGE:

DIS 01ARGE 021--Treated Sanitary Waste (The treated effluent flows into settling basin, whose outflow is Diccharge 002.)

PDMIT EFF1UDir CIARACTERISTICS AT POIlff OF DISOIARGE:,

Summary 1990/92 Existing Permit Proposed PemitDMR Reports Conditions Conditions

Average Average Maximum Average Average Maximum Average Average Maximum

Parameter Monthly -Weekly Daily Monthly Weekly Daily-. Monthly Weekly Daily,

No limit changeI 0.05 - -

FlcW, EGD 0.04 - -

'

DOD, ng/l 12.0 20.2 20.2 30 45 50 One limit change. DeleteWeekly avg.-1/ week sarple

i

Total GusIrndedSolids, mg/l 4.6 9.2 10.5 30 45 50 One limit' change. See above.

!

Total Residual .

Chlorine5.0 No limit change4.3 - -

(TRO) , mg/l - --

Total Coliform,70 70 No limit change.9.7 9.7 -

ITN/100ml -

'

Settleable .

,

0.1 0.3 Deleted, new 1010.1 0.1 -

i Solids, ml/l -

requitumait',

j Oil / Grease No Sheen Reported No Visible Sheen No limit change

pli, s.u. (Range) 7.1 to 8.4* 6.5 to 8.0 No limit change,

' New 0% RequirementTotal Metals, Sludge, ng/l New Requirement - - -'

,

(Cu,01, Cr, Pb, Ni, Zn)1

There was 1 exceedance above 8.0 s.u.*

1

|

i 3:

'

- .-. _ _ . . - . - - _ . . _ . . - - . . . - . . _ . ..... ._-,... .. _ . ._____-____ _.______ _ _.___- _ ___ _ _

- _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ - _ _ - - . _ _ _ _ _ - _ _ - _ _ _ _ _ _ - _ _ _ - _ _

Permit No. Nif0020338

ATTACH 4F2TT B

DESCRIPTION OF DISOfAME:

DISCIAEE No. 022 Secondary Plant Irakage, Vault #1

PEF 44IT EFFEM2fr CIARACTERISTICS AT POIlfr OF DISQlARGE:

Summary 1990/92 Existing Permit Proposed PernitDMR Reports Cbrditions Conditions

Averaqe Maximum Averace Maxirum Averace MaximumParamter

Flow Rate, gpd 38,000 62,700 Report Report No limit change

Oil and Grease, mg/l 1.4 2.5 15 20 No limit change

Total SuspeJxicd Solids, m3/1 2.0 3.1 30 100 No limit change

6.0 to 9.0 Deletal rcquirement.pli, s.u. (Range)

4

- .

y - - --- - - - . - _ - - * _ _ _ _ ___.2 _ _ _* -_______-___m_.____ _ _ _ _ _ _ _ _ _ _ _ _ _-

- _ _ _ - - __- -_ _- _ -_-___ ___- - _ _ _ _ ___ _ _ _ _ _ _ _ _ _ - _ _

~

Permit No. HII0020338

ATTAQlMDir B

DE'3CRIPTION OF DISCIARGE:

DISQlARGE No. 023 Socorrlary Plant Irakage, Vault #2

PDMIT EFFLUDir CIARAC11RISTICS AT IOUTP OF DISCIARGE:

Summary 1990/92 Existing Permit Frei hw.d PermitDMR Reports Cbnditions Corr 11tions

Parameter Averaqe Mwimum hverace Mwinum Averaae Kulmum

Flow Rate, gpd 54,700 79,000 Report Report No limit change


Tbtal Suspended Solids, mg/l 1.2 3.2 30 100 No limit change

6.0 to 9.0 Deleted requirement.pil, s.u. (Range)

i

5

_ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ . . - - - - _ _. ~ - _ . _ . - . - - _ . . _ ._._ __ _______ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _

Permit No. NII0020338

ATTAQlMDTP D

DESCRIPTIOli OF DISCIADGE:

DISQIMGE No. 024 Secondary Plant Leakage, Vault #3

PD441T EFFIJJDir QIARACTERISTICS AT POINT OF DISCIMCE:

Sumnnry 1990/92 Existing Permit Propoced PemitEt4R Reports Conditions Corrlitions

Paramrter Averaqe M1ximum Averaqe Maximum Averace l'aximum

Flow Pate, gpd 1,870 5,340 Report Report No limit change


Total Suspen. led Solids, mg/l 5.8 12.6 30 100 No limit change

6.0 to 9.0 Deleted rcquirement.pII, s.u. (Range)

6

. .

m . _, _ _ , n-, - . . , - , er ,,,--, ,-,, , -.,,,.-n---- ,, -, , , , - - - , . -

Permit No. NII0020338'

ATTAQMDir B

DESCRIPTIOli OF DIS 01ARGE:|

DISQlARGE 025-Liquid Waste Distillate and Steam Generator Blowdown and Recovery Regeneration simp neutralized haste.

PDMIT EFT 11TDTP GIARACITRISTICS AT IVD7F OF DISQiARGE:

b W 1990/92 Dcisting Permit Proposed PerttitIITR Reports Cotrlitions Conditions

Parameter Avernae Maximum Averacto Maximum Averacie Maximum

Flow, gpd 17,600 25,400 60,000 Report Report 300,000Increase necessary forcontinuous blowdownpossibility.

Oil atx3 Grease, irry/l 1.4 5.0 15 20 No limit change

Total suspended Solids, IxJ/1 10.4 58.9* 30 100 No limit change

6.0 to 9.0 Deleted requirement.pit, s u . (Range)

There were 2 exoecdances above 100 mg/1.o

Note: 'Ihe discharge of radioactive materials shall be in acrordance with the requirements of the Nuclear RegulatoryComission (10 CFR 20 and the Seabrook Station Technical Specifications) .

7

. , , . -. - _ . _-. - _ . =.- . .. . _ . .

-__ __ - _ - _- ___ _ __ _ _ ___ _ ___ __ . _ - _ _ _ . ._-_. - _ _ _ _ - . _ - _ _ - _ _ _ - _ _ - _ _ - - _ - _ _ . . . _ _ _ - _ _ _ . _ _ _ _ _ - - _ _ _ - - _. _ _ _ _


ATTAGIMDir B .

,

DESGtIPTION OF DISONUE:!

DISOIARGE 026-' Treated 01cmical C1 caning Wastes from portable facilities.;

PHMIT EFFUJUTP Q{ARACTERISTICS AT POR(T OF DISQiARGE:i

Summary 1990/92 Existing Pennit Proposed PennitDMR Reports Conditions Conditions

Averace Maximum Averaae Maxim 3m Average MaximumParameter

No limit change0* O - -

Flow, gpd

Oil and Grease, mg/l 0 0 15 20 No limit change

0 0 1.0 1.0 No limit change7btal Copper, mg/l

0 0 1.0 1.0 No limit change |Total Iron, mg/1.

Phosphate, (as P), my/l 0 0 1.0 1.0 Deleted, Marine Water Disposal

Total Suspended Solids (TSS), wJ/1 0 0 30 100 No limit change

O to 0 6.0 to 9.0 No limit changepH, s.u. (Range)

01cmical treatment facilities not used during this period..o

!

i!

8

.

. -- - _-_-_._.....e4c.y. %..,..m..~%. -.--.e-..e...-._e...~.v....,-er. 4.%,,.c+,%=..w.w%-, ,i----,...--._.u.-..-xme..a.-..--. .-.--w,._.-_.,-

_ _ _ -___ - -_-__ - _______- _ _ _ __--_ .

'

Permit tio. NH0020338

ATTAGMHTr B

DESCRIPTION OF DISQiARGE:

DISCHARGE 027--Auxiliary Coolin] 'ItNer Blowdown.

PERMIT EFFTUDTP OIARACITRISTICS AT POINP OF DISOIARGE:

Stmmary 1990/92 Existing Permit Proposed PermitDMR Reports Conditions Conditions

Gramter Averace RTximum Averace Maximum Averace Maximtn

No limit changeFlow, gpd O* O - -

'Ibtal chrontium, mg/1** O O 0.2 0.2 Deleted, not used.

Total Zinc, mg/l** 0 0 1.0 1.0 Deleted, not used.

Free Available011orine (FAC), nJ/1 0 0 0.2 0.5 No lbtit Change

pII, s. u. (Range) O to 0 6.0 to 9.0 No limit change

Cooling tower was not used during this period.*

None of the 126 priority pollutants shall be used for cooling toWor maintenance.**

<

a

9i

|:___-_-_-.__-__-___-_____- - - _ _ - _ . - . .- .- __. - - _ - - - - - -__ ___--


ATTAQR4DTP B

DESCRIPTIOff OF DISCIAIEE:

DISOIAICE 003--7herml Backflushing operation for biorouling control on intake coolirg water system.

PERf41T EFFLUCfr CIARACTERISTICS AT POIlfr OF DISOIANE:

Summat'/ 1990/92 Existing Pemit Proposcxi PomitDMR Reports Conditions Conditions

Parm?ter Averaqe 14aximum Averace f4aximum Averaqe 14aximum

Flow, gallons per minuto (gpm) 0* O 400,000 - Report 500,000Flow rate increased due tobetter flow rate estimation.

120** No limit etwge fTemperature, f4aximum, (Tm) , F 0 0 -

O to 0 6.5 to 8.0*** No limit changepli, s.u. (Range)

Thermal Backflushing was no used during this period.o

The continuous backflushing flow at high temperature (120 *F maximum) shall not be longer than a duration of 2oohours. The total backflushing cycle my not exceed 6 hours. 'Ihe thermal plume which arises from the backflushirnoperation shall have minimal impingement upon the Inner arxi Outer Sunk Rocks in accordance with Paragraph

i'

1. A.1.n. (1) of the proposed permit. The permittee shall use the operational seculures previously approvo.1 by theRegional Administrator and the Comntissioner which specifies the weather conditions, tidal conditions and any otherhydrodynamic factors that would minimize the impact of the bacPflushing thermal plume upon the Inner and Outer

,

l

| Sunk Rocks.

The pli of the discharge shall not be less than 6.5 standard units nor greater than 8.0 standard units or aso*onaturally occurs in the receiving waters, NII DES Water Quality Stanitrds. The pli of,the marine waters atthe Intake Transition Structure shall be considered as the receiving water pli for this pemit.

|

|

10

|= e I

- - -_ - - - ___ _ _ _ _____ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ . . . . _ . . ____ _ __ . _ _ _ _ . . m. _ . . _ _ . . . . . _ . . __ .m

Permit No. NII00203 D3 *

ATTAOIMDTP C

Listed belm are the chemicals utilized at Seabrook Station shwing:(1) the intermi stream discharge flow rate andi

concentration prior to release into the Circulating Water System, (2) The dilution of these chemicals by the CirculatirnWater System, (3) the Maximum Discharge 001 Concentration is the " Maximum Allowable dicmical Concentration" in the NPDEPernit" for release through Discharge 001 and (4) the aquatic toxicity for the chemicals.

Typical RTximum

Chemical Flow Rate Dilution Interm1 Dischage 001Name gpm Ratio Disch. Conc. Conc. Aquatic 1bxicity

mil mil

ifydrazine . 200 841 225 0.5 Guppy 96hr-IC50 3.85 mg/l

Ammonia (NII 0ll) 85 1,980 3.0 0.5 Gold Book = 1 100 mg/l4

Doron 150 1,122 2,500 5.0 (Max.) 96hr IC-5012 to 90 ng/l forvarious marine organisms.Natural sea water has 3 to4.6 mg/l background of boron.

Lithium liydroxide 150 1,122 2.4 0.5

Ilydrogen Peroxide 150 1,122 5 0.5 Salmon, Mortality 010 ng/lEthylene Glycol 8.5 20,000 10 50 Guppy 168hr Ir-50 49,300 m3/1

i Propylene Glycol 8.5 20,000 10 50 Guppy 48hr 1r-50 >10,000 mg/l6,

Bulab 9328 50 3,366 200 0.4 Trout 96hr IE-50 >770 mg/l

Bulab 6002 50 3,366 20 0.04 Daphnia 48hr IE-50 0.600 mg/l

Cat Floc TL 150 1,122 17 0.1 Trout 96hr IC-50 0.37 ng/l

Cat Floc L 150 1,122 17 0.1 Trout 96hr 1r-50 0.37 ng/l

Nalcolyte 7134 150 1,122 17 0.1 Daphnia 48 hr 1r-50 0.89ng/l

Sodium Nitrite 1 168,300 1,500 0.5 Salmon 24hr IE-50 315 ng/l

Sodium Molybdate 1 168,300 300 0.5 Trout 96hr IE-50 800 mg/l

Sodium Silicate 13,500 12.9 62 5.0 Daphnia 48hr II-50113 mg/l

! Proposed dicmicals:; Morpho 11ne 200 841 5 0.5 - Bluegill 96hr IC-50 350 mg/l

Silversides 96hr LC-50 400ng/l

Ethanolamine 200 841 5 0.5 Bluegill 96hr IE-50 329 mg/l ;

Trout 96hr II-50150 ng/l!

i Definitions: 01cmical Name is the chemical added for the purpose outlincd in the narrative portion of this Fact Sheet.1.Flow Pate is the pumping rate of the internal stream containing the added chemical in gallons per minuto2.before dilution with Circulating Water System (Dischargo Ibnnel).*

i 114

__ _ ._ . . _ _ _ _ __..m_ _____._._.m _. _ _ . . _ _ , . . . _ . ___.___...__...._._._.___._,_m ,,_ e m . . ..,_.wei<,_, ..m..% .m.. . , . , . , ,, ____,__m., _._

- ______ __ - ____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _. _ _ ___ __- _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ - _ _ - _ _ _ - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - _ _ _ _


Dilution ratio is the ratio of only one circulatim txmn in operation at 168,300 gallons per minute divided3.by the pumping rate of the internal stream containing the chemical.Typical internal stream chemical concentration before release into the Ciru11ating Water System (Discharge4.'Ibnnel) .Maximum allovable chemical mncentration in the Circulating Water System Discharge (Discharge Tunnel) before5.release through Discharge 001. 'Ihis assumes only dilution without any chemical reaction with the compoundsin the nnrine water or dilution from the diffuser nozzles.Representative Apatic 'Ibxicity data as reported in literature for each chemical.6.

12

. ,;

_ _-- - - _ . _ . _ . . =_ ._, _ _ __ ,_. _ _

; - e ne m r : - .s e re .a 5 ace:.; e e s o ,

| tw-m reas are scacec 'or eve tyce o e .12 c*' arac rMncM fom homec CV 9 No 155.aD'7S'

-j - F Olmt. - *"* ' * * '' uc *e va seon u twv a s. eno T E CT iove Ao E m Cv- it. EP A 1.D. NUMBE R( _ .1 : ~ ^

- JENERAL INFORM ATION a . . . . . . <' I Tg' Consohdered Permrtr erogram F IN H D 0 S 1 2 5 7 4 t. 6l to .

4 GENERAL 4 R**d t*in " Gen **al Ps*tnarions " t>e fo's starttne a |.;. . . > . . .*'

G E M E R A 6. 4N1Y R ucT iC NSLABEi ATE M s

j A.ggyggp p e pmpnnW W has been WW, Ng' g , g g g et in the dos.gneted space. Rev ew the enforw I'

,

\ stion cerufully; if any of it is incorrect, cross I1 -

hl d. (AC[lTY\ Ab E \ through it and enter the correct oste in the |i

\ \ \j appropriate fill-n area below. Also, rf any of\ Y \ \ \ \, the propriated data is absent (the eres to the,

,

j y' grACILITY \ ,g Jeft of the Jabet space fires the information

,,

MA8 ING ADDREES\ N (x \ \ \ s- PLEASE PLACE LABEL IN THIS SPACE 86't should aposers, pisees prov.de :: in tne !<; g N'

-

proper fill-4n erurs/ beiow. if the inter isx$

s compim and correct, you need not comosete{ N N'

stems i, in. v. and vi tueset vi.a wnchy snust be Cernpleted reperdiess/. ComoleTo allFACILITY items if no label has been prtmded. Refer to

* 8.OC ATIO N the inrtructions for detaaed item descrip-4 tions and for the legal authorizations underi ^

\ \ .\. which this data is collected.

INSTRUCTIONS: Complete A through J to determine whether you need to submit any permit oppfcation fonns to the EFA. If you answer "yes"to any;

gustrione, you mest submit this form and the supplemoctal form listed in the parenthesis following the question. Mark "X"in the box in the third columni if the supplemental form is etteched. If you entwer "rto" to each cuartion, you need not submit any of these forms. You may entwer ''no"if your activityj is exctuded from permit requirement::see Section C of the instructions. See also, Section D of the instructions for definitions of bold-faced terms.I w a n x x-

sPECar C QUEsTtoMSu n .1.wj , gpgggggg gyggggggg ,,, . , , .

! ; A. Is. trus facitrey a putsefy owned trastment wwks. B. Does or wdl the facility (a/ther esisting or proposed /

}'wn.ch resutts m a dacharge to waters of the U.S.? *X

include a canoenuated ananel fooding operation or y(FORM 2A) . equetic animmi productson facility which results in a "

j discharge to waters of the U.SJ (FORM 2B),, , , ,, , , , , , , ,,

C. is the a f acahir wnicn currently resaits en oischargesr p to waters of the U.S. other than those desenbad -trr X |l

| D. is thse a propoemd facurty torner charp enose ossenbec - -

i X in A or 8 abooel which wil result in a dimaharys to |XIlA or B ebove? W08tu 2C) weters of the Ul? (FORM 2D)n + n I .. u 4 ,. ..

F. Do you or will you intact at this facihtV industrial orE. Does or wdl this facihty treat, store, or dispose of municipal effluent below the lowermost stratum con-hazarttous wastas? (FORM 31.

. X taining, withm one guerter mile of the well boro, Xj underground soureus of drinking water? (FORM 4),, ; , , ,, ,, , , , , ,,

F.,. Do you or wi.4,ou ryect et thes f aciiity any prooucedwater or other f 6.cs wnich are brought to the surf ace

coal processes mJeh as msning of suffur try the FraschI in connection with conventional o.1 or natural gas pro- y:fuction, insect fluids used for enhanced recovery of procm, dutson hng d minwsis, in artu enbuk .Xa

oil or natural gas, or inject fluies for storage of Is:tuad fph fuel, w reewy of geothermal onwgy?ohydroorbons? 4CRM a) 3 t ..i 3 3. n

4. Is this f acurry a p-oposed rtsteonary source wnech a J. la this facuity a proposed 6tstsonary soitrae wnsch a] orie of the 28 andustrial categt ses listed in the m- NOT one of the 28 industrial categones twted in the' structions and wench wdl pctent.elly emrt 100 tore 'z instructions and wh.ch will potentiaify emit 250 tons g

per veer of any a.r pollutant reguteted unoer the per year of any air pollutent regulated under the Cloen *

Clean Air Act and may effect or be. located in an Air Act and mey effect or be located in an attainmentetteerrnent arse? UCRM 51 eres? (FORM 5)i .. .. .. .. . .. 1

1,

m ". ."..S E A 3 E O O .' STATION l

. . . . .,

11. , . .

A. N a nd E & TITI.E (last. fbet. A fatar) | a. PHON E (arre rose e mod. - . . i i . . . . . . ,.

T?ESCHEL. JAME5 R E G l' L A T 0 R Y MGR|603'

4 74 95214 s.

- , -- -

.. . . .. .

4

f A. sT n E ET oR r.o. sox.- . . i;

i T P0 ' box 300j

'

. .. ..

1 B. CITY oR TowM C.S T ATE D. ZlP COD E

| M'SEABR00Ks . 4 . 6 . 1 i 4 4 , i e i e i 4 i .

Tr,H 03874N; . . . . .

- -

.

}4

A. STREET, ROUTE 9sO o R oTM E R SPECIFIC BDE NTIFtE R

. . 4 . . . ,, 3j 5!U S. . R O . L' . T E _ . l.. ..i..

|. ..

o. Cov=Tv naut, . i . . . . . . . . .. . . .....

I RO.CKINGHAM,

g C. CITY on Town IoSTATE E. Zir CooE | FCOu TVccREdj ye > > > . .

i 615.E.A.B.R.0.0 K. NH 03874

j EPA Form 361o 146 80) CONTINUE ON REVERSE|

1.___.._____.___.._______ . _ _- - - - - -_ -_ --

; AntmCCODES is-dift. m oW sib -

|A. rinst{s. se cono'

. .s., 91IJ.ispeceyi

- - . ' '|upece>i.s-- s '

i 1 * Electrir Power Generation 7 '. ,, ,. .. . . .i

.

} o.FounTH;- - c. T in o

' s, . .

74 bespecays | <specityi* * '

,

) .. .. ., . . -

A.nA E s. is trie n.m. t.et.a, , , , , . . i . . . . . . . . . . . . . . . 4 . 1 i i i . . 4 i . . . . . i stem vm-A si o ti, -

ownerrj B SEABR00K STATION MANAGING AGENTi

O YES G NCj .. i . . - -

..**

j c. ET ATUS o r ore = AT on tenter the approprnate letter snto the arLrwer bos;If "Osher", specsfy.) o, enoux fareacose a nal! F = FEDERAL M = PUSUC (other rnan federal or s:ste/ (specify : ' . 6 . e

] S = STATE O * OTHER (specify; P A 603 4 74 9521P = PRIVATE T .. .. .. .. ..! , s. sT nE ET o n P.o. soxj . . i . . . . . . . i . 4 4 4 4 4 6 . i e . i a a a i e i?O EOK 300-

;..

r. c Tv o n Town IG.s? ATE n.zPcoon IX. INDIAN LAND. 4 . . . . . , . s . . . . i i . i . . . ' ' is me facitety located on Indian lancs7

B SEASROOx NH 0 3 8 7 '. O YES U NO,S2.. : ,, - . .- .. .. . .. . ..

a A. nrots (Di.scharges to Sur%ce Water) o. vso (Air Emisstons from Proposed Sourcest; , , , . . . . . i . 4 . . , i 4 . . i i i . . . .i F: Na NH002033S 9 P

1. ,. . .. .. .. .. .. ..) - E. U KC (Underground 2n.nection of flusds) E. OTn E= (spectfy} ~

c , . . 3 i . i i a i 6 . i e v 4 4 6 i . . 4 i i e . 7,; 9 U '9

.. .. .. .., , . . .. .. .. - ug~, C. RCa A (HasArdous Wastes) |

!~

L oT n E = (speCxfyjt v s i 4 . i 6 c , e a 4 4 . . 4 1 4 ,

B R l9p,g

.s .o .. .. , . . . .. ,, . ,,

Attach to this app 6 cation a topographic map of the area extending to at least one mile beyond property boundaries.The map must showthe outline of the facility, the location of each of its existing ared proposed intake and discharge structures. each of its hazardous wastetreatment, storage, or disposal facilities. and each well where it injects fluids underground. Include aJI springs, rivers and other surfacewater bodies in the map area. See instructions for precise requirements.

Inves un c c.ed electric utility nuclear generating station.

l,

I certify under pensity of law that I have personally examined and en funillar with the informetron asbrnittedin this application and all*attachmmtt and that, based on my inquiry of thoer persont ommedletafy raponsible for obeaking the ksformation contained in the

; nppikation, I believe that the information is true, accurate and complete. I un esere that there are significantpeelties forsubmittingfalse information, including the possibility of fine and imprisonment.A. N AM E 4 Q F F IC s A 6 T eT LE ff}pe or prIMtj ~ S.56GNATunE C, D A T E $.G N E D

T.C. Feigenbaum, President & CEOfff 9{

l

2 Yc' -

-.. .. . . ,

EPA Form 35101 (6-803 REVERSE15

)* u s coveni.urwT pete.c orrect x . c:

._ _ . _ _ _ _ _ _ _ - _____

.

,

Supplemental Informationa

Seabrook Station Managing Agent

EPA I.D. Number NHD081257446

Form 1. VIII.B.

Ownership

Public Service Company of New Hampshire !Canal Electric CompanyThe Connecticut Light and Power CompanyEUA Power Corporation

.

Hudson Light and Power Department;

Massachusetts Municipal Wholesale Electric Company '

Montaup Electric CompanyNew England Power CompanyNew Hampshire Electric Cooperative, Inc.Taunton Municipal Lighting PlantThe United Illuminating CompanyVermont Electric Generation and Transmission Cooperative

]

The above stated twe vc Joint Owners are parties to an . Agreement for Joint Ownership,8

Construction and Operation of New Hampshire Nuclear Units, dated May 1,1973, asamended (the " Joint Ownership Agreement") which governs the Seabrook project. ,

Pursuant to paragraph 36 of the Joint Ownership Agreement, the Joint Owners haveappointed a managing agent to manage, operate and maintain the.Seabrook Station. Thecurrent roanaging agent is New Hacipshire Yankee Division of Public Service Company of ;New Hampshire. In connection with the reorganization plan approved by the Bankruptcy i

Court in the proceeding relating to Public Service Company of New Hampshire, it isanticipated that the North Atlantic Energy Services Corporation (NAESCO) will become

i

the new managing agent and that North Atlantic Energy Corporation (NAEC) will acquire jPublic Service Company of New Hampshire's ownership share of Seabrook Station. jLicensees will inform the EPA when these changes occur. j

|;

|

. - - _ =. . _ . .

'A " -^ *NHD081257446 |' m'r:,,,,",r.s .: ;. yn., e r r . # -.~ . m a n,s v ,*

v5 E N v'a cNwt N'a *aOT' ON aeENcv |FORMg% APPLICATION FOR PERMIT T'O DISC. .4GE WASTEWATE R2g g EXISTING MANUFACTURING, COMMERCIAL, MINING AND SILVICULTUR AL OPER ATIONS !b

NPOES Consolidated Permits Program,

For each 06t f a ' 51 me r Ae and .cq toce of !$ orat,on to the aearest 15 seconcs and tae name of the rece,ving waterA sT Ag L j B w e T * T .J D E j C LO N G tT U D E

.nr ... .. u , , .~ , ..: '

001 42 53 43 70 47 27 | Atlantic Ocecn002 42 54 06 70 51 11 Browns River

003 42 54 17 70 47 12 Atlantic Ocean,

_ _ . . . . . . _ _ . - - . - . _ _ .. - - . - . _ _ . - . _ . . - . --

. - . - - . - . - . . - - - . . - - . -- - - . . . -

.-_. |

lI.FLo.'5. k,L2CE5 0F PCLLUT!ON. AND 'RE ATMENT TECHNOLOGtES (. sy d"3 ,[,-! s w ', N ,re *.A %r "e 'a; tv . lac. ate sources af m- e un , Ocerat,oni .0" M q an r. . .-A .1" : - .a

r d ' e c ' '''e " * / 13 dtM eC tO sy'e5D7 d I3 the m0re Ce*3 ad de5U Pt'Cr's +n item 8, Construct a water Datance on '.he ae Of aw rg Ov 3PO s .J 3. a 1,r

flows tetnean .Maue5. OperatsCns, treatrDent ufhts, and 06t'ad5. If a water balance cannot be deterrmned le g, for carra,n m.nmrip activet.es- 70uce aDtCtCtal JeScr Ot On of IPe nature and amc.,nt of any Sources Of Water and any Collection or treatment measures.

| 6 F 3r eacn %!*ad. OrCv'Ce a cegr+ption of til A's operat.ons contributing wastewater to the eftruent. including process wastewater, %snaarv a as' awe'e-000bng Aater. and itOrrn Wa*er runctf; ID The average ' tow co tributed by each operation, and O) The treatment receivec by tre wasteware M me09 a00 f.On3l $heet5 #f nece55ary

, guy. 2 OPE R A TIONIS 6 CON T wimV TIN G F Lon 3 TREATMENT

g hha OPE R a TION .sf, y a OESC R tPTION Ta

001 Condenser. Auxiliary Cooling 714 MGD Continuous Chlorination i 2F ! 4B!; Demineralizer Wastes 0.36 MCD Neutralization ! 2K

1

| (022) Secondary Plant Leakage 0.03 MGD 011 Separation, Filtration ; IH IN, ,

\

sI (023) Secondary Plant Leakage 0.04 MGD 011 Separation, Filtration 1H IN_(025) Distillation, Neutral- 0.61 MGD Evaporation. Filtration ID IFiration Wastes; Steam Neutralization, Distillation 10 2J

' Generator Blowdown Demineralization 4B,

1

|''

|(027) Cooling Tower Blowdown 0.50 MGD Low-level Chlorination, Scale! 2F ri,:

j | Control !

l002 Stor- Runoff * 6.1 MGD Settlement, Neutralization | IU 2K

_

; i 4A +

(021) Treated Sanitary Waste 0.035 MGD Primary, Secondary Aeration f1G,li,IM,10 {*

Disinfection | 2F,3A ' iB,4A I) i|(024) Secondary Plant Leakage * 0.01 MGD 011 Separation, Filtration I lH IN

|(026) Chemical Cleaning Waste 1.0 MGD Settlement. Neutralization 10 2K

4A |.* |

!ack-flush Operation 677 MGD Heat Treatment E< aB003 3,

|

n

* To be transferrred to Outfall No. 001 following

| Flow Path Modification_ __

,

Ii

D e r acia 6 u se. o Ne w .cr%r r ewacur.es su re.costr>ncu

#I' * #EPA Forrn 3510-2C (Rev 2 85) P AGE 1 OF 4

!

!_- - -- -. - - - - - -

% v ,%' Q Q L 3 7* 9 T E T, _ . . - s . " -* . >a__

< r

) d cret y :- ec++ ee= t or 'A . .. . Ne acarges sescr cec a cers ll- A or 3 me-%ne easo a '*y , , .s , , -_%c< 'i'<

i 3 FREGUENCY l J FLOW I

jn MomTss| f ,, TOTA. w ?u,vh. {! . a FLOW RATE1 CUTFALL: 2 OPE R ATION' a I

6,

ecAvsNUMBER CONTRIBU TING FLOW PE R A E E M ' PE R VEAR^g ..,,a, ,n,

; ',,

.

, .. . , i

. ,.. . .y . . . . . . . p .-s ....

- , . . , ..... . .i

_ _._._% . . . .- + - . - - -

001 Demineralization 3 12 0.36 0.36 30,000G 30,000G 0.08_

003 Backflush Operation Four/ Year 677 677 170MG 170MG 0.25i 021 Sanitary Treat: tent 5 12 0.03 0.0; 35,000G 50,000G 1.00i ;025 Liquid Waste Treatment 7 12 0.11 0.2- 20,000G 20,000G 0.23

| Distillation Waste 7 12 0.11 0.22 25,000G 50,000G 0.23|

'

Steam Generator Blowdown 7 12 0.28 0.38 280,000C384,0000 1.00 i

Steam Generator Blowdown| Holdup sump 1 12 0.I1 0.22 28,000G 56,000G 0.25

026 Chemical Cleaning Wastes once/ Month 1.0 1.0 1.0MC 1.0MG 1.00'

s 027 Cooling Tower Blowdown once/ Month 0.5 1.0 0.5MG 1.0MG 1.0011

4 '_, ,-. , ''j

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V. INTAKE AND EFFLUENT CHAftACTEft STICS '

| A, B, & C: %e instructions before proceeding - Complete one set of tabies for each outfall - Annotate the outfall number in tha space provided,j NOTE: Tantes V-A, V-8, and V4 ore included on separate sheets numbered V 1 through V-9.

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D. Use the space below to hst any of the pollutants lasted in TaDie 2c 3 of the instructions, evhicn you know or have reason to beheve 's discharged or Tav ;c |1

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'dt l. BIOLOGICAL TOxlCITY TESTING DATt ,

Do you *. ave any knowleoge or reason to behebat any biotogical test for acute or chronic forec:tv n

; receivmg water n re'.ation *o your d:scharge within the tast 3 years? as weert mace on any ot vowr c scharges or y aI

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;Icertify under pervatty of law that th*s document andallattachinents were prepared under my direction or supervision en accordance

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those persons directly responsible for gathering the information. the intormotion submittedis, to the best of my knowledge andbelief true accurate 3,

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SUPPLEMENTAL INFORMATION

Seabrook Station, New Hampshire Yankee !

EPA I.D. Number NHD081257446

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Form 2C. V.D.

Additional Chemicals Believed Present'

Hydrazine,

Morpholine,Ammonium hydroxide

Lithium hydroxideHydrogen peroxideEthylene glycolPropylene gylcolBuckman's Bulab 6002 ,

Buckman's Bulab 9328

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SUI'PLEMENTAL INFORMATION

Seabrook Station, New llampshire Yankee

EPA I,D. Number NilD081257446

Form 2C. VIII Contract Analysis Information

Normandeau Associates, Inc. 25 Nashua Road (603) 472-5191 All except pit, temp,Bedford, Nil 03102 Flow, alpha / beta,

& acrolein, acrylonitrileP.O. Box 1393 (803) 652-2206 for outfalls 001, 002Aiken, SC 29802 021, 022, 023, 024, 025B

027.

Clean liarbors Analytical 325 Wood Road (617) 849-6070 Alpha / beta for outfallsServices, Inc. Braintree, MA 02184 021, 025B

Industrial and Environmental P.O. Box 12846 (919) 677-0427 Acrolein, acrylonitrileAnalysts, Inc. Research Triangle Park, for outfalls 001, 002

North Carolina 27003 021, 022, 023, 024, 025B027.

Science Applications 3 Choke Cherry Road (301) 977-4480 All except pli, temp, flo"International Corp. Rockville, MD 20850 for outfalls 025A, 025C

and 025D. Phenols 025B.

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Supplemental Information|

Form 2C, II.A. Flows, Sources of Pollution, andTreatment Technologies

The following text should be read in conjunction withFigures 1 (Facility Location), Figures 2A and 2B (Station WaterUse), and Figure 3 (Station Drainage Areas). .

Seabrook Station utilizes water from two major sources, theAtlantic Ocean and municipal wells from the Town of Seabrook. Inaddition, private wells developed onsite and north of the site

salong Brimmer Lane could be utilized to supply water shouldadditional capacity be required. These flows and water uses aredescribed in greater detail below. This water is used bySeabrook Station for potable water and in the generation ofelectricity. The water is currently discharged to theenvironment via three outfalls, two to the Atlantic Ocean

(Outfalls 001 and 003) and one to the Browns River (Outfall 002).

OCEAN WATER FLOWS

OUTFALL 001

Ocean water is used for cooling equipment (service water),and condensing steam (circulating water). Water is taken intothe Circulating Water System through three intake structureslocated approximately 7,000 feet offshore (Figure 1). From theintakes, cooling water flows through a 19-foot diameter tunnel tothe on-site pump house. Approximately 714 mgd will be drawnthrough the system and utilized for both condenser cooling (677 '

mgd) and service water cooling (37 mgd). Water from this systemwill be discharged through the onsite Discharge TransitionStructure (DTS), traveling through a 19-foot discharge tunnel tooffshore multiport diffusers. All monitoring for this dischargetakes place at the DTS.

Service water for auxiliary cooling is pumped to heatexchangers within the Station for component and Emergency DieselGenerator cooling. The service water mixes with the condensercooling water prior to entering the discharge tunnel. Currently,the Circulating Water System becomes the transport for treatedwaste drains from the primary plant, and treated floor drainagefrom the secondary plant. Flows from Oil / Water Separator vaults

|No. 1 and 2 (Outfalls 022 and 023), discharges from the SteamGenerator System (Outfall 025), blowdown from the Auxiliary i

Cooling Tower (Outfall 027), and Neutralization tank discharges |following water treatment, are discharged through Outfa ll 001.Planned modifications to Station flow paths will place Sewagei

!Treatment Plant effluent (Outfall 021), Oil / Water Sepa'tator vaultNo. 3 (Outfall 024), and all site runoff collected by the

i storm water drainage system and discharged through the Settlingi

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Basin (002), through Outfall 001.

Biofouling control is achieved through the use ofcontinuous, low-level chlorination of the cooling water stream ;

within both the Circulating Water and the Service Water Systems. |Chlorine (sodium hypochlorite) is injected at the offshore intakestructures and at additional locations within the Station asneeded. A chlorine minimization program has been implemented todetermine the minimum level of chlorine discharge into the ;

receiving water, while maintaining suitable biofouling control of1the intake cooling water system and condenser efficiency.;

OUTFALL 003 ',

In addition to chlorination, thermal backflushing of the '

intake tunnel may be employed to remove biofouling organisms i

attached to system components. This method will involve thereversal of the cooling water flow such that the intakes serve asthe discharge (Outfall 003) and the discharge ports function as !the intake (see Figure 1). Temperatures within the intake tunnel

1

will be elevated to a maximum of 120 F for a maximum of two || hours. The entire flow reversal and heat treatment cycle will !l occur over a six-hour period at a maximum flow rate of 471,000 ,

gallons per minute. There will be no chlorination of the :condenser cooling water during the thermal backflushingtreatment.

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|>FRESH WATER FLOWS

Fresh water is utilized to supply the needs of the Station ipotable water system, makeup water to the Auxiliary CoolingTowers, water needs to the Demineralization Water Makeup System,and makeup to the Fire Protection System. Refer to Figures 2Aand 2B. ,

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Fresh water utilized by the Station is derived from the Towniof Seabrook municipal well system. Currently, an average of '

156,000 gallons per day are obtained from the Town of Seabrook :with a maximum of 320,000 gpd possible. In addition, provisions '

have been made to obtain water as needed for system makeup fromwells owned by Public Service Company of New Hampshire. These

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wells are located on site and along Brimmer Lane in the Town ofHampton Falls, however, are not currently connected to the

ipotable water system and are unavailable for use. The wells will |;'

be activated as necessary should the demand for fresh water !exceed the maximum allowed use from the municipal source. A '

maximum yield of approximately 500,000 gpd can be obtained from !both the onsite wells and those located on Brimmer Lane. Allflows will vary appreciably during station operation.

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Demineralized Water

During Station operation, demineralized water is used toreplace leakage losses from both the primary and secondary watercycles. There are four major effluent streams from the |

Demineralized Water Makeup System: demineralized regeneration|

| effluent, Steam Generator Blowdown and related effluents, primaryplant leakage, and secondary plant leakage.

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The makeup flow to the primary plant is estimated at6,000 gpd, but may vary to as much as 20,000 gpd during Stationoperation. Water leaving the system is collected within the ,

Waste Test Tank and may be processed by a combination offiltration, evaporation, and demineralization. Treated water isrecycled whenever possible. Treated liquid waste effluent willbe discharged following monitoring, to the condenser coolingwater effluent flow just prior to discharge through Outfall 001.

Regenerate chemicals for the water treatment plantdemineralizers are neutralized before discharge to theCirculating Water System (Outfall 001). A 30,000 gallonneutralization tank has been installed to accommodate this systemwhich is discharged via batch mode to the Circulating WaterSystem. This neutralization tank may be discharged numeroustimes on a single day depending upon Station requirements.

OUTFALLS 022.023.024

Oil I Water Separator Vaults

The make up to the secondary (power generation) systemconstitutes the greatest need for demineralized water duringStation operation. An estimated 68,000 gallons per day (maximumof 367,000 gpd) is needed. The portion of the flow that leaks ordrains from the system is collected in floor drains and passedthrough oil / water separators prior to discharge. Each separator ;

has been designed to discharge a maximum of 122,400 gpd. The ;average flows presented in Figure 2 represent those seen fromithese systems since the NPDES permit was issued in 1985. Each |separator is designed to separate oil from drainage water. i

The oil / water separators are arranged to process drainagepiped from the following buildings and plant areas:

)Oil / Water Separator #1 (Outfall 022)- Emergency Feedwatero

Pump House drainage, the Turbine Building sump, the Lube OilBuilding su=p, and the Lube Oil Storage Room sump.

o Oil / Water Separator #2 (Outfall 023)- Diesel GeneratorBuilding sumps and the Auxiliary Boiler Room drainage.

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o Oil / Water Separator #3 (Outfall 024)- Auxiliary Boiler g

Fuel Oil Storage Tank area, the Fire Pump House Day Tank area,and the Fire Pump House drainage trench.

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! The processed effluent is currently discharged to the -

Atlantic Ocean via the Circulating Water System Outfall 001;

(vaults #1 and #2), and to the Browns River via Outfall 002 ;

(vault #3). Planned modifications to the Station flow paths will !divert all oil / water separator vault discharges to the Atlantic |,

Ocean through Outfall 001.|

|!I OUTFALL 025

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Steam Generator Blowdown |

The Steam Generator Blowdown system is designed to remove I

dissolved impurities and suspended solids from the secondary side ;of the steam generators. This is accomplished by continuous i

blowdown of liquid from each of the four Steam Generators. The !blowdown flow is processed to recover and recycle as much of thiswater as possible. Processing may involve evaporation,filtration and demineralization. The non-recycled effluent !

stream is then discharged to the Circulating Water System flowi

prior to discharge. '

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! Outfall 025 receives purified liquid waste andi neutralization effluent from the Steam Generator Blowdown f| recovery regeneration sump. Also monitored and reported through !

this outfall is the blowdown directly from the Steam Generators, !

Steam Generator blowdown distillate, effluent from-the RecoveryTest Tank, and discharges from the Waste Test Tank. Each is,

| discharged via batch release to the Circulating Water System !(Outfall 001). As extensive operational data is not yetavailable for these systems to provide an accurate average value,the following maximum discharge capacities are provided

Steam Generator Blowdown; 384,000 gpd I

Steam Generator Blowdown Distillate; 50,000 gpdi

Steam Generator Blowdown Recovery Sump; 28,000 gpd|Waste or Recovery Test Tank; 20,000 gpd

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OUTFALL 026

Chemical Cleanino

Chemical cleaning wastes are processed onsite to improve the i

quality of discharge water prior to their release to theenvironment. Such wastes may include the nitric acid chemicalcleaning of the sodium hypochlorite generation cells. A maximumof 1 million gallons per day may be discharged from this systemdepending upon Station needs. In addition to chemical cleaningwastes, the basins may be utilized for the neutralization of

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Settling Basin water prior to discharge to the environment,

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through Outfall 002. All other discharges will be made via batch ;

mode through the Settling Basin, Outfall 002, or through theproposed Outfall 028 to Outfall 001. Planned modifications tothe Station flow paths will divert all storm water to the

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Circulating Water System through outfall 001. In addition, with ithe decommissioning of the onsite Settling Basin, neutralizationthrough the chemical cleaning basins will no longer be required.As a result, the chemical cleaning basins will be decommissioned.Future handling of chemical cleaning wastes will be done on acase-by-case basis, with neutralization being performed eitherwithin systems or tanks and discharged through outfall 001.

OUTFALL 027

Auxiliary Coolina Tower

A mechanical draft cooling tower, installed as emergencybackup to the Service Water System, has the capacity of removing217-million BTU per hour. The tower is filled with approximately4 million gallons of fresh water. *

The cooling tower will also be utilized during thermalbackflushing of the Circulating Water System.. The flows shownare those related to the backflushing process. The atmosphericdischarge of 360,000 gpd has been calculated for a 10-hour useperiod. Makeup flow would refill the tower over an 18-dayperiod. Salt water may be utilized as makeup to the towershould a sufficient freshwater supply not be available. In such a

I case, blowdown would be required to eliminate the higher! concentration of solids within the tower. Blowdown of the cooling| tower is expected to be performed on a once-per-month basis,

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| discharging an average of 0.5 million gallons over a one-hour |'

period.

Cooling tower blowdown, should it occur, will be made to theCirculating Water System (Outfall 001). ,

l OUTFALL 011

| Potable and Sanitary Wastes!| Sanitary wastes are collected and processed at an onsite

treatment facility. This facility employs primary treatment, through the use of an activated sludge treatment, secondaryI treatment through the use of aerated lagoons, tertiary treatment

through filtration, and subsequent chlorination of the final!effluent. An average of 35,000 gpd are processed prior to '

discharge through the onsite Settling Basin to the Browns Riverat Outfall 002. Currently, the facility is operated five daysi

! per week (Monday - Friday) due to limited inflow over the weekend'

days. At times of lower flows or during times of systemmaintenance, the facility may be operated for lesser periods.This will not jeopardize operation or discharge quality due toreserve volume available within the lagoons.

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Planned modification to the Station flow paths will placeall discharges from the Sewage Treatment Plant into_theCirculating Water System for discharge through Outfall 001 to the ;Atlantic Ocean. As a result of the extensive volume within the !

Circulating Water System and an adherence to the discharge limits Ispecified at the Sewage Treatment Plant outfall, this change will ihave no impact on the receiving waters, the Atlantic Ocean.

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tOUTFALL 002

iSettlina Basin

!Outfall 002, the Settling Basin, has a capacity of

approximately 2 million gallons. The principal influent is site _!| storm water. Other influent include the discharge from Outfalls '

| 021, 024, and 026. Water periodically flushed from portions of :the Fire Protection System to the stormwater collection system t

may also be present. The combined effluent is controlled through !an adjustable weir and is discharged to the Browns River. |At times-when the pH of the basin is outside of permitted limits,seawater may be introduced or water may be transferred to theChemical Cleaning Basins for neutralization prior to. discharge tothe Browns River. !

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Planned modifications to Station flow paths will place alldischarges from the Settling Basin into the Circulating Water :System for discharge through outfall 001 to the Atlantic Ocean. '

As a result of the extensive volume within the circulating Water|System, this change will have no impact on the receiving waters, t

the Atlantic Ocean.!

Stormwater Runoff! $

Stormwater runoff as a result of rainfall onsite is,

| controlled by catch basins, which currently discharge to the'

Settling Basin, catch basins located at the General Office' Building which discharge to the adjoining environment, or sheet

flow which is allowed to percolate into the ground. Theestimated stormwater flow to the Settling Basin during the,

| 2-year, 24-hour rainfall event is 6.1 MGD.

It is currently planned that stormwater collected anddischarged through the Settling Basin, be routed and dischargedto the Circulating Water System (Outfall 001). The volumeconsists of drainage from roof drains and those areas surrounding |

Station buildings, the' collection of drainage along the NorthAccess Road,'and various construction laydown areas.

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The function of the Settling Basin is the retention ofinfluent flow prior to discharge. If oil were introduced

! into the Settling Basin, discharges from the basin could beterminated and the oil retained by floating booms untilremoved. The flow path modification will eliminate theSettling Basin and its retention capability, however, thepotential for the introduction of significant quantities ofoil into the storm drainage system is precluded through an

j established Spill Prevention Control and Countermeasure Plan| per 40 CFR 112. Outdoor oil storage tanks and transformers: are either within bermed areas designed to contain maximum| postulated leakage or controlled to prevent discharge.' Precipitation into the bermed collection areas is monitored

for oil contamination prior to processing by oil / waterseparation equipment and discharge. Indoor oil storage tank

i leakage is contained within the structure itself or isdiverted to oil / water separation equipment. UndergroundStorage Tanks are subjected to ongoing monitoring of thetank volumes to ensure that tank integrity is maintained.The only credible source of oil introduction into the stormdrainage system is the very small amount which may bedeposited on paved areas by vehicles or other equipment andwashed into the storm drainage system.

Station drainage areas are outlined in Figure 3. Thearea identified by the letter "A" currently flows to theSettling Basin, however, will be redirected to theCirculating Water System and discharge to the Atlantic Ocean

| through outfall 001 in the future. The area identified bythe letter "B" flows to the environment adjacent to theGeneral Office Building through catch basins. All otherdrainage is considered to be sheet flow to the adjacentenvironment.

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NilDOH I 2 5744 t', 021 "*'8"''2""""""t.ONIINUID f IIOM PAGE 3 OF t 06tM 7 C d'T''* *# '*""* 5 ' # J i 8 5

PAIM C - If you ese a peimasy imtostsy nnd itus outiteti contams gnotess wasiewater. telee so lable 2c 2 :n the msteutt ons to deteermna wfuth of the GC/MS teactions yuu must a .i .C Mark ''X"sn culumn2 a for all suth GC/MS fractsons that apply to youe unfush y erut for At i lumec metals. cyamdes. and total phenots if you aie not requned tu mark cotumn 2 a tsecmretary mdustrees. nonprpressi+asfewefer puffaffs. and nonrespu ted GC/4fS festfmnsf. mask "X" m t otumn 2 b los eat.h pollutant you know er have scason tu t.eheve n peesent Maeit "X" m column 2 c lov eath gmflutant yuutwiseve es absent 50 yms meek column 2a foe .sny pollutsett. you must gnuvute the e esults of at least eme asialyses foe tilat pollutant if you mae h column 2b fue any potf utant, you must psovuhs the f esultsut at least one analysss for that pollutant if you know us havn enason to beheve it will be discharged m cornenteatrons of 10 ppb or gesatee .16 vou rnark col senn 2b fue aceoteesi, ectylonettele. 2.4t

duntropheetol or 2-snethyl 4. 6 duutre.phesiol, you entust gwovede, the sesults of at least one analysis for each of these pollutants wiuth you kemw os have erason to bebeve that you destha,get mconcente ations ot 100 pg4 or gv eatee Othee wesee. foe gminutants foe whet h yuu mark rotumn 2b you must eithet subnut at least ete snalyses or be ietty desce.fre the r easons the pollutant is espected iotm deschavsped Note that there are 7 pages to this pael. please envm.v eat to carefutty Cmnplete osie lebte(alf /pages/ foe nach outfalf See mstrut. teens fue a htitional details and sequwements

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CONTINUED FilOM Titt F ftONT

| 5. IN T A M E (espre wesi)4. POLLUTANT r. Mann n* 3 LF p Lut N r 4. UNITSANDCAS -

j 3gYVALUE 4M g .VALUEc. LONG T ,g ,, , o g e6 y se u h te a p**^ s. M an sMUM u Att_v V ALUE t) M A M IMNUMULH *'7f' [,'J |,,, , , ,

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AND C AS ' - - -

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GC/MS F f1 ACilON - DASE /NE UTIIAL COMPOUNDS f remtmurd'__. _ . . ._-.___4_. ,,__ .___ . _ . . . _ _ . _ _ _ . _ . .

22p 1,4 (714 htor o i

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28 8 2.6 IHnttia gscio.n. (son 20 2: X X Nil 1 -

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- _ _ - . - . ._._._ . _. - _ - - _ . _ _ . . _ . _ _-

38 B t sosihoe unesis 59 is X X ND I

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CONilNUED FROM 1HE F RONT1. POLLUTANT a mann *m- t t i f t.tIL. N T 4. UNI T S S. IN T A M C g.vgorsem.sf/

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oc/Ms F nactioN - masEiNE uinat coMPouNos ve,. .e-.7.o_. . _ - . _ . . _ - .-_ . _ _ . . - . . . _ .un

on...u n i.. .e, . .n . X X ND 1ep 30 til_,

449 Pts.etenttweme(Bb Of H) X X ND 1

- . . _ ._. . _ _ - ._ _4 _ _ . _ - . . _ . , _ _ _ . . . __,

t 458 Pyeenei - tirs ao op X X ND ,

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. eon.n,.n.X X ND 1 j(170 82 1)'

GC/MS F RACTION - FESilCIDE_S.,_ __,. . . . _ . _ _ . _ _ _ . . . _ _ _ . _ _ . .-_. _ . - . ._

IP A ht:6etiaos oo 2 X

. _ . _ __. __ _ _ _ _ . _ . _ . . . _ - . _ _ _ . . -._ _ . - _ . . _

7P. If R94C #

( 319 84 b) X

3P. M HetC

__. __ _ . _ _ _ ._ _ _ _ _ - _ . . . _ - . _ . _ . - . - ~ _ _ _ - _ - _ . - - . - . . ._ _ _. . _. . _ . . _ . _ . . .

l'119 HG FI X.

_ , _ . _ __ -. _ , . . . _ . . . , . - , _ - . _ - . . -- .-- . - - - -- _ _ - _ - - ~ _ . --- _ .- _.

4P ') BitC- - - _ . _ , . . - . - _ _ _ . . _-

(se e9 9: X._. .

'1P. b RetC- . . . . . . - . , . _ . _ . - . - _ __- .

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t'.s 7 74 9) X'

/P 4 4 DD T !e.o 29 as X. _ , . ._ _. . . _ _. . - . - -

$t P 4,4' DOE. _ . . _ _ - . _ _ _ . . ._._.-_4_.-__ . _ _ -

t12 55 9) X. , _ . . . ._ __ _. _. . . . - , . . . - _- . ..___- _ . _ _ _ . - . - . . . . _ . . . _ . _ _ _ . _ _ _ .,

17P. 4.4 DDDt ra ss e X

__ . ._ ,. . . - . . _ . _ . - --. -- -. . . . - - , - - - - _ - - . - . _ ._ _ ._ _-

8GI*. Des.4ete entuo s t ii X

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I SP. It i et.losultestsiis 29 : X

__ _. _ ,_ _ ..

12P h E ndos.sidsen. _ . . . . . _ _ . -. _ . - - . . . ~ _ _ . . - - ~ _ _ , , _ _ . _ . _ _ _ . . . _ _ , _ . _ . _ . . .

(18s 29 73 X

I3P G endosastfes* j - i4helf s ee

I1031078)- E fg

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4#411 9._t4).. ._ .. _ . _ _ _ _ . . _ _ _. ps ue s e..,.i.u nn

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I t'A l ueen .J'a llt 7C (fla ? It'.) l' Abl. V H 4:8)M ilN4 ff flN I'At;I V *I

- , . . , , , _ . . ~ - _ - - - - - - - _ - - - - - - ---_.-- - -

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:oNt Nuso rnon4 PAGE V 8 NillHitil 257446 021 A vae are ,=,es ti .it asi

I. POLLilTA NT a m A ro n ' n * 3. t r o t.tst N T~

4. UNI t S S. IN T A M E (eareensesfAVA'L0E'"""],}"8.U'd;vvALUE c.LONGYgM]} gt ege , s e semN M E $_ R * " , " [', Z,y,*,7. e. M A meMum <> Att V W ALuc .4 e , ,, o ,,,,,, ,gy,,,

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GC/tes F R ACilON - PE5 f fCIDES tevnfine.edJ '

i . .meptochter4Fr.HX.

410245731.

ISP.PCB 1242(53469 21 9) X

. _ _ _ __ - _ . . _ . . _ _ _ _ . _ - .. _ _ _ . _ . _ . _ _ , - _ .__. _ __ _ __.

49P. PCB 1264t I1097 69 tl X

2CP.PCB 1229(l1104 28 2) X

-_ ._ -- . _ . _ _ _

2tP. PCB 1232t 1 Il'45 16 56 X

_. _. -. . . _ _ . . . . _ . . - - _ . . . _

-22P PCB 1248isasr2 29 s X

237.PCB 12f0ti so94 82 58 X

_. _. ._ ..__ . _ . _ _- _ ._. . - . . _ . . . _ _ _ _ _ _ _ . _ _ _ . . _ . . _ . _ _ .

24P. PCH 1016t42674t124 X

25P. Toans.hessenoo 25 2: X

^ "'IPA Form 3610-2C (Mov. 4-94)

.

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OUTFALL 022OIL / WATER SEPARATOR VAULT #1

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e en a t) N tJ M itt H (e opi t f o no (fe,et I..f f.=eHe f )iPL I Alit l'illNI Oil I YPI IN 1HL tINSilAtif II Alti AS OfH Y Y oss may n p.H sonie os all of p u,,n Ag.,n.c.filus intoernation un Srpos ate shtvls fuse flee same foren.sf/ unte.*'l of a ovos.a imy seine p'9"$ Nlil)O8125 /446 """*"i"O"""'"'

rSf f $N'i f 144 fC 114 INS

AM" ''* 8 8 "'''"" 5 I 2 I I M

V. IN I Akf ant) E I f ( Ut N I CHAf1 ACIE fitSIICG t u,erneese # fro,n re.i.. i ot # oires / (.

I'A H I A Y s en lentst |H uvHlt' ilif* f t38 alt h Ill at le tsi 4 Hie' dikely st% litt 8've't y I H ollill.Hil Ht 118t% Idl slo ( 'e H nlile' t e . H ' f.tllh' It H t' H it I H f ' ' . I s' r " " I ' 'I t"'$ *t4 idI All!l dfl5'. _ _ _ _ . . -_ - -. . . -_ -- -

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A ,nn .on. . ,. s , '.

29 6.9_

j mg/1V At tf t V A t 14 6 V 41 t i t

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lbs/d |_, 4 0 tity

' ' ' ' ~ 28.557j | y,pd

va'"' v^*"' v^''"., t on . . . . n .. . v a ' "t,u......, 24 O ,C

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McH6Mt#M M A ft t M u M MINIMif M M A M SM tim ^ " ' ~ ~ ~~

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l'AfH tl -Mark T m column 2 e foe est h pollutant you krwivv os have seasem to believe es guesent Maek "X" en toltemn 2 h for eat.fi gaillutant you bel eve to he absent if you mas k column 2a foe any puttutant

__

whee.h is hmitad eather tier en tly, ot seutu e( tly inst enpr essly. en en effluent ismetations guujulme. you must provide the s esulls of at least one ana fysis tof that pollutant f or other pollutants for wtuth you mas kcolutnn 2a you must provede quentstative dets or en emplanaisosi uf tben pvesence m your descharge Complete one table for each outf a'l M.e the mstr utttons for ad.fitioneltfetails end requnemants

g , pottu r. 2. M a se n n - 3 f.9 f 1 (f t ta T 4 UNITS % IN T A K E (1sterrased!tOUI ANDC AS NO. ',',g., o M A p aMtsM t[m et. ' ",. ,f h[f' " " " 'vn a

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la_... v se s_ _ _ . . _ _

, ,

_ . . _ _ _ _ _ _ _ . _ ,

t 149'39 f. 7 9 pX, O.7 0.2 1 mg/l lbs/d.. .

_ eIs C I. ft>t .nt't 0 0 4| |tFS,4$W SI -

Ie

j_ _ - _ _ _ _ _ _ _ _ _ _

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_ _ _ _ _ _ _ _ . _ _ _ _ . _ _ _ _ _ . _ _ . _ _ _ _ _ _ _ _ _ . _ . _ _ _ _ _ . _ _ _ _ _ _ _ _ _ . _ . . _ _ _ - . _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ , ,

I t t M V FI CON 11Nt fE D I ItOM i ItON Ia M n ee ns 'st 3 g: p f~ t_ U L N T' 4. U NI TS S. IN T AM G- ( ,pfsomelfIi t'OL t.tf T.

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14

n oss on.sI mg/l Ibs/dGe se.e X l.0 0.'.'.

4. Phous*horus

| *,*,','j ,' "'o',' X O.02 0.005 i mg/l lbs/d. __]| $1stjnsectivity

__ _ ._ _ -, _ _ . . . _ ____ _ _ _ . _ . _ . _ . _ . _. . _ _ _ _ . . _ _ _ . _ _ . _ _ _ . .

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['g,,* ',, , , X 2.6 0.6 1 mg/1 1bs/d_.__ _ . . . - . . . _ . - , . .. __a. _ __._.__

I SuttMe_ ._ __ _ _ _ . .. - _ _ _ _ .__. . __.__.

sa s' X ND Ig,,,,,, __ . _ _ . _

f as S833)414265 4h 3) X

a S *' ** '"" * X 0.009 0.002 1 mg/l Ibs/do. Aluminum,Tcost yt ?429 90 $p

~ -. _ _ . _ . . _ _ . . _ _ .. _ . _ . _ ._ . _ _ _ _ _ _ _ . _ , . _

Iet elE(F440 39 3)

_q g,, . _ . - . _ . _ . . - - - - __ .. ._

f otelXirado 42 si

_ _ _ _ _ _ - . - - . . _ _ . _ . __ _.. _ _ __

T os el(744048 4)

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87438e961 X 0.208 0. O's I mg/l Ibs/d6.usen tum, j[,*4E ,3 4) X 1.28 0.3 I mg/1 ' I bs/t!

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... woeytne. nun.-

- - -

total y47439 99 7)

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f otel4 F439 96 6) X ND 1

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PAlli C - If you are a primary mdustey and itus outf allumiams penwss wasiowater. eefer to f abh 2c 2 m ehe mstrut.tions to de.er mma ntm h of the GC/ M5 fe.u t nns ynu muu iest for Maik Tin cutumn!

2 a for att sut h GC/MS ftactions that apply to yuur enduuty anillor At I inau. nietals. tyanulas. and totalphenols if you nee not requue f in inath column 2 a(semn.fary nufustrivet. noty.rocessi+astee+erer puffalls. endnontestuered GC/ AfS is ecreatest math ' X" m a olunm ? b for eat h pollutant you know in have season to teelutve is tv + wnt Mae6 "X' in t olonio 2 t toe enth pollut. int youbehavn es obsevit if you mark column 2a hn any gmilutdent. you must provntn the sesisits of at least orm analysis for that poltulant if you mae k e n i on 2ti f<n .tny poilut,ent. venu inust provut.e lhe resultsof at least oewe analyses for that pollutant of you 6now in have season to beimwe it will be stascharged en contentent.ons of 10 ppb or greater if you mark tubimo 2b for atrolHm. acrylmuffile. 2,4tistuirophetml of 2 methyl 4. 6 tt.eutrophennt. you etuast peuvide the rest,lts of at least one analysis for each of these pollutants whu h you know of h.tve evason to believe ttut you thwhasye mc ont ente avions of 100 ppb os greater ()ther wise. for potiutants for wtm h you mae k oniumn 2b. you must either submit at least one analysis ne i eiet!y dos ot.e ttu. e casons the smtlut, int is empm te.1 tobe dist ha.pett Note that these see 1 pages to this p,evt. ph.ase reiview cat h t.ee rfully Complete oem tal>le (all / p,et/es/ fue natie outf all See instrurt". s foe ent h' inn.ittietails avid requireevieries

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PAFIT U -Mark "X" en column 2-s for eeth pollutant you know or have reason to beheve es present Mark "X" m column 2 b foe each pollutant you beheve to be absent tf you mark i+hunn 24 for any pollus no jwhich ts hmited either derettty.os mdes ectly but enpressly.in an effluent hemtations gunjebne you must psovute the sesults ol at least one anal', sis fov that potiotant f or othee pollutants for wisa h yuu mee kcolumn 2a. you must provide quentiteteve date or en emplanatum ut the+r presence m your dischar ge Complete one table foe each outf alt L e th s eristetnieueis ins ad.hsioriai details and rectuer omane s

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PAH I C - if you as e a premary industry and this uutf ali tonisms peotess wastewaior. e utes to lable 2c 2 m the instructions toitetermine wbu h ut the bC/ MS te ar_ sions yno muss test for Marg r m column2 a for all such GC/MS feet tions that apply to your mdustry and for At 1. losic metals, t yamdes. anel total phencJs if yuss see not seques ed to mae k columri 2 a tact ondar y utdustiset. nonpaut es swestewater ositta#s, aminorere:.utted 6C/AfS /tections). mark "X" m column 2 b for eat h pollutant you know or have seasus, to twhewe is pe esent M,n b F .n column 2 c for each g.nilltetani youbeleeve es absent if you meek column 2a for any pollutant you misst psovute the tesults of at least one analysis for that guilttef arit if you mal b < olurrin 2b los any potlantant yots trusst guovede thev iesultsof at least one analyses for that pollutant sf yois htt+iw os have leason to tweiseve #1 will t,e distharged en cont.entrate<nis of 10 pg.b sw yee'.ite t if you ri:a'b i. iilisitist 2t> fin av. r ole.+in, acr ylonitr ele. 2.4clientrophenol. or 2-methyl 4,6 dimteophenol. you must provute the sesults of at least twie analysis for eath of these poliulants whu h gnu krutw or liaire te asort les b+ihevu th.et you tiest.histge eenconcentesteons of I00 giphce greater 01hoewese. for pollutants foe wheth you mark totumn 2b. you must cether sutemet at least one analnos or teriefly tiest r st.e th< <e,esuns the gioilutan:is empe< I,9s sobe thschaeged Note that there are 7 pages to this part, please review each carefully Complete one table (att / pages) fue etach outf al8 St'n itsste ut nons fo< .eitet.fionai ete tails arul reyinsceine sit s

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PAFH C - It you see s pe 6mery mdustey end tbes outf ati contems peutess wastewater eetee to iable 2c 2 in the instructunis to deteein.eite wties tiot the GC/MS te actmns vou musi test for M,sek "x" m oolunm2 a for all such GC/MS fretteons that apply to your mdustry and foe At t tunic metals, cyanedes. avid total phenols il you are rius eensus, tad to maek c niumn 2 a(seccendary eredusteres. seuropeut enwastewater euels/fs, andnoneequeved GC/MS fracteons), meek "X'' m Column 2 h for eat.h pollutant you know er have season to beheve is present Mae k ''X" m column 2 c los eath gmitutJnl yteubelieve es obsesit if you mark column 2a for any pollutant, you must peuvate the essults of at least one analyses for that smilutant if you ma,k column 2h tor smy pollutant, you musi peuvede the eesutisof at least one analysts for that pollutant if you know or have resum to tieteeve et will be dist haeged in coe.testieateueu, of 10 pph or gre aeer. If you esiaek Lotumn 2b for acroleert. ace yloeietriles 2 4dmeteophenol, or 2. methyl 4,6 dmeterwhenoi. you must peowule the results of at least one analyses foe each of these pollutanth which you know or have reason to indeeve that you disthaege mconcensveteens of 100pge oe geester Otherwese. foe potiutants for which you maik column 2b you must eithee submit at ieasi one anaty sis ne besefly der,tntai thw eeasosis the guillutasit is espettteis tobe distharged Note that there see 7 pages to this part, please eeview each caeolully Complete one table /alf 7 pages/ lor each outfall See msteuttsons for add.tional detdels arul requirements

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F'AR T B - Mark **X"in column 2-a for each pollutant you know or have reason to habeve is present. Mark "X"in column 2 h for each pollutant you beleeve to be absent. If you mark column 7a for any pollutantwhich ts lemited either detectly. or endirectly but enpressly, en an ef f funnt inmtatunts guednhne. you must pr ovide the results of at least one analysis for that pollutant. For other pollutants for which you mar kcoluenn 2s. you must provide quantitatsve data or en esplanation of abeir pr esence m your discharge Complete one table f or each outf all See the enstructions for addetional de#: .e..' .c%. emants

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PAR T C - If you are a primary industry and this outf allcontams process wastewater, eef er to T able 2c 2 m the mstructions to detee mme whech of the GC/ MS fractions you must test for. Mark "X" m colume)2 a for all such GC/MS fractions that apply to your endustry erut for ALL tunic metals, cyarudes, and total phenols if you are not reqmred to mark column 2 a(secorafary mdustries. stonprocesswastewater outtatts, araf nonregusterf GC/MS fractmns), mask "X" m coiumn 2 b for each pollutant you know or have season to beheve is peesent Mark "X" en column 2 c for each pottutant youbeheve ss absent. lf you mark column 2a for any pollutant. you must provute the results of at least one analysts for that pollutant if you mar k culumn 2b for any pollutant, you must provede the resultsof at least one analysis for that pollutant il you krmw or have reason to tschevn et will be dischargod in concenu astaus.s of 80 ppb or greater if you marli coluenn 2b for actolein. aceylonitrite,2.4dmrtrophenol, or 2 methyl 4,13 dmitrophenol, you must provute the results of at least one analysis for each of these pollutants wtuch you know or have reason to beheve that you dest.harge enconcentrations of 100 ppb or greater. Otherwise, for pnllutants for wtuch you mark column 2b. you must either submit at least one analysts or briefly desce ibe the easons the pollutant es expected tobe dischergad Note that there see 7 pages to this part. gelease reveew eat.h catefully Complete one table (a// 7pages/ for each outf all See instr uctions for additional deteels and requirements

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CONTINUED FftOM THE FltONY

1. POLLUTANT a. u n sees 'n' 3. t. f F t.tl E N T 4. UNITS 5, IN T A M E (e*Prerwesif

0"EJES '' """"IGMeW " " " "" W'e"eW# " "'"' 4= g':::' aena.tn " * = u " = ^ " v v a '" _deG'IM'a"Gu " = r.'eou u m.,

niee. oh o 3 ::n .v . ,,,,,, , t,i,,,,,,,j i...... ..,t,i,,,,,,,,, . . . . . . . ,,,_,,r,i,,,,,,,,, . . . . . . . . . . ' a a ='- ot:, :n-- . . . . . . ...

GC/MS F RACTION - BASE /NEUTR AL COMPOUNDS_ _ _ . _ _ _ _ . _.

10. Aconephthone(63329) X X ND 1

- . _ . - _ - . - . ..._ _ _-.-- - ---

20 Atenesihtvlenetrue 9s es X X ND 1

3ft Anthracene1920 12-7) X ND 1

_ __ . . _ _ .- - .- . - . - . - - . - . - - . - _ - - . -. - - . -

en. nen,w.no

(92R756 X X ND 1

50. Brnro fe)Anth..ca"* X X ND.(5'l55 3)

_ _ . _ _ _ . , _ . _ _ _ . _ . . - . . . _ _ . . - _ . _j ._ _1

. . _ _ _ _

68. 05nto (e)Pyrone (50 32 8) X X ND IF3. 3,4 Bento.

. _ _ . , .. _ _ _ . . . . . _ _ . _ _ . - . - _ -_.

nuo.entheneX X ND 1(205 99 2)

..

. . _ _ . . . _ _ . - _ . . _ _ - . -

RD Hsnro (the)_ _ . . _ _ - - _ - - - _ - - -- --

Pa v *"* X X ND 1(191 24 2)98, B3nro th)riuo,s.thene

X X ND 1(207 08 9)_,._, _ - _ _ _ . _ _ . . - - . -- . - ~ - -

100. Oss (2 Chl.wreerr nns usinone

X X ND 1(111 91-1)11B. Bis (2 Chloroce%:s a tho'clii 44 4) X X ND 1

s2e c,,(2 chfeese.

erepre tthe< 002 601) X X ND 1

..130. Bis (2 7 thvi.. _ . _ . _ . ._ ._. _ _ _ . . _ . _ . _ . . _ . _ _ ._

hes Pf) Phthe''''s i t r e t.7 X X ND 1143. 4 gromog>benyI PhenyIeihe, tios ss 3: X X ND 1

15 n. Outyl nearvs

Phth&.lete (85 68 -71 X X ND 1

133,2 Chloronephthetene

(9 i.58-71 X X g

.,,78. 4 Chiaro

-

g

1

,enyerh.n,I ,

E ther t 7005- 72 3) X X '

Itan Chrysene12i30181

X X ND19H D*henro fa.h)

_

1

Anthr oceneis3 ro 3) X X ND i200. l.2 DecMotohearene (95 501 ND 1

210. 8,3 O n hlorobenzene (541. F3 11 x X ND I

F PA Foem 3510 2C (Flev 2-85) P Ant: v.6 CONIONtJE ON PAGE M i

._ _ _ _ _ _ ___;

_ _ _ _ _ . _ _ . _ _ _ _ _ _ _ _ _ _ _ _ . _ _

EPA 0 59. NUMBE H (copy fruere item I of Forws lj OU T F A LL. N UMBE.H E8'M AP970'edOMR No 2000 0059

NHD081257446 025C ei,, ,,,,, ,,,,,,,, t i a s ssCONilNtJED FHOM PAGE V41. POLLUTANT a M A nn ' A' 3. E.F F LU LN T 4. U Nl t s 5. $ N T A M E (optermal)

o j* a phe ef* .i N D F^

NI UE * 'J.* ' [,* Zj,W,, m. M A R BMUM D AIL.Y V A LU E eCONCEN- ga g A g g J L, gggg.g ::n ..r. ,,,,,, p;, ,, |'aama i !:r;;,; - i.i ... e.... . . . . ,,,,,,,e,i,,,,,,,, i,i ... ,,,,,,,p,,,,,. i .i . .. e s. ,,.<-.d.,

.

GC/MS Ht ACTION - BASE / NEUTRAL. COMPOUNDS frontinued'___ _ . _ _ _ _ _ _ _ _ _ . - _ _ _ _ _

229 1,4 Okhtotot nnme oon-as.7 X X No 1

238. 3,3' DH.hloro.___. _. - . - - . _ _ _ - . . . _ - _ _ _ - - - . . _ _

t.enaistine X X ND 1(91941)248. Diethylrbthalate g X NN I(84662)2*>3. Demethytrhoutree X X ND 18138 11 3)24 8. Di N -Butyl

rhteserte X X g i184742)

_ _ _ _ _ _ . _ _ _ . . . . - _ _ _ _ _ . _ _ _ . _ _ -__ .__ _

278. 2,4 Dinitro-

tolusna (121-14 2) X X ND I

238. 2 6 D6 nitro-tosusn tsos 20 2 X X ND I

298. Di N Octyl

X X ND 1rhiho.''(117840)300.1,2 Diphanyl-hydestine fes Arn- X X ND 1benteneli122 66-1|

3I R. F fuoronthone(20s 44 0 X X ND I

aan. r suo,eneIso 73 7: X X ND i

ne n nic.utionne =ma 72* X X ND j

318 Hee n-thlorotnatadiene y y ND 1is7 s8 3ase. ne m hoo o-cyeionentadie"*

X X ND I177 47 41_ __.._ _ _ _. _ _ - __, -. _

363. Hon schloro-athene ts7 7211 X X ND

_._ ~ _ _ _ __ <

I,,fl.2,3 cdp Fysene

t193 39 st X X ND }

383. loophotone7s $31 X X ND 1

-_

398.N.nhthesene1(91203: X X ND

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400. NHrobenterseIl98953) X X ND - - . - - -- -

4 8 0. N Nitto-sudimethylamineter Ts 96 X X ND IC2D, N Novosod6

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N Peopylamine, ton c4 n X X ND I

i PA I arne 3',Io pt;(f tey, y agg) g*/gul v / CONilNUL ON IILVEftSt. . _ _ . . _ _ - - - _ _ - . _ _ _ _ _ _ - - _ _ _ - _ - _ _ _ - _ _ _ _ _ _ _ _ _ . . _ - - ~ _ - - - , - _ . - - - - - - . . - . . - --_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ - _ _ . -

, . . -

CONTINUED FROM THF FRONT

i1.POLtUTANT t sa a va n ' n ' 3. E o r t. tit.N 1 4 UNIf 5 5. IN T A M t* (.sprumel)

'], ,8,7 {, y y A Lust eM g .vALUEc.LON G T ( N( fHM g, ,g* "A ,,y ya se se l' e e - t ee- e. M A usuuM D Att VAL Ly ,

* '""I'""9'8.'.".".'=*a- I.I ... vusfit e.edoberl ."'. O.*,i . " . , . , (* l I (,6.... i o = . . .I ',l . . o .=

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GCMS Ff4 ACilON - BASE /NEUTR AL COMPOUNDS aremtenucel)4 38. 94 Netto.smfes sheny teenine X X NI) 1(88306)

448 Phonanthrenetes of et X X ND 1

4'bH. Pyrene

(129 00 01 X X ND I46B.1.2,4 T e tchlorobensens(120 E2 Il X X ND 1

PESitCIDESGCMS FRACTION 7 __ ,___ , _ _ . __ _. _ _. . _

IP Airtein(309 00 2) X

. ___. _

7P (4 UHC(319 84 6) X

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1P, [I It)IC("Il9 85 lI X

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SP OHHCq3;9 86 Bl X

6P Chlortlene(51-14 9) X

. ___ _ _ . . . . _ . _ . _ . . - - . _ . - _ . _ - _ _ . _ _ _ _ _ ._ _ _ - - ___ _ . _ . .__. . . . . . - - . . _ . _ . . . _ _ . _ _ . _ _ _ _ _

FP 4.4'001(50 29 31 X

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GP 4.4* DDE(72 55 93 X

9P 4,4'. D D Dt r2 54 un X

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tIP,u t =sosuHees

(115 29 7) X

12P. ji f m60suff en(115 29 F) X

13P. I ndosuf f enGulfsts

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16P. # st 8,sethio.

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I PAR T C - tf you are a pesmaryindustry and this outf all contains process wastewater, refet to tat >te 2c.2 m the enstr uctions to deterrmne which of the GC/MS tractions vou must test for. Mar k "X"in column'2 o for all such GC/MS ftactions that apply to your irutusery antf for ALL tunic metafs, cyanntes, and total phenols !! you are not required to mark column 2.a (secondary sinfustnet, nonprocess

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1. POLLUTANT a.MAnn m* 3 a. sT LU E.' N T 4. UNITS S. INT A M E (.neteo.eeff""'7f",,.3,7.Mp c.LONG WtM,, Ve , v AGEv v ALuE

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'iC/MS FRACTION - PESTICIDES (continered). t 7P. Haptschloe

i tena Me Et1024 S7 3)

Inr ren 1242 Xth'J469 219)_ _ . . . - . - - _ - - . . - . .. - --

19f'.PCB 1254 yf1ID97 69 ll

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*?CP.PCB 1221 E(11404 28 2)

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"I*. PCB 1260819094 32 58 X

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TeTTgTn GM ai~e^r~t< . s.v tre.ns II. m I ni For.n D I. Pi L ASE PillNi Of t iYPE IN 16tl UN511AOLD Aill AS ONl Y. You may repos e some or all of p ,,,,n 4,,,,,,,,j ttus mformanon on separate sheels (use the s.o.ne formarf mstead of completmy these pa.fys. NilD08125 7446 om u,, am powL SF t' tNSiltilCilnNS,1

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ouveAtt noV. INT AKE AND EF F LUENT CHAFIACTElilSTICS kontenued fon enp 3 of Iorm 2 C1,

027PART A You enust provnte the remits of at least one analyus foi evi ry pollutant in tins table. Complete one table im rath notf alo See instr uctions f m athh'ional sletails.,

.2 E. F f'L tJ E N T 3 (J N t i 5 4 IN T A K f' (ormonab

L'OkT1 Q Q jy,. f AL.UET f * 8'''' 'l ' U N"" % I" " " '"I,W,,j,7,M8I. POLLUTANT e. M A % Muu O AeLY v nLut y vatuL t.e LONG TE HM,

f d NO OF AV114 A%, L.V ALU L h NO OFt.i . . . . . . m ., . .n.i. . . . . . ia ... , e . .o.s . . . _ ia.... A~aLvses *?o A ?,h"i"

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in ... a~ At v si s-mmu,. u m .mm .,o.,,no.maad NI) Ititt |DIh ch.mu.i

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n.,e.n nem.no 11 1.25 1 mg/1 lbs/d(Cof7)

c. T otal Organ.Caet on gioc, c NI) j

''[E'*e's*P7*""*" l.2 0.I 1 mg/1 1bs/dso s_ _ _ _ _ _ _ _ . _ _ _ _ _ . _. _ _._ __ __ . _ _ _ _ . _ _ ___

e Ammorua (as N) 0.02 0.002 1 mg/1 1bs/dVALUL V AL UE V A t tf L VAttfL

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PAlli 8 Mark "X"en column 2 a for each pollutant you know or have reason toimheve is present. Mark "X" en color.in 2 b for each pollutant you botieve to be absent. If you mark column 2a for any pollutantwhich is hmitad eather directly. or indarectly but expressty. m an effluent lemstations guideline, you must provnie the results of alleast one analy sis for that pollutant F or other pollutants for wtuch you mar kcolumet 2s, you must provide quentitative dats or en emplanation of their presence m your descharge. Complete one table for eat.h outf all See the enstructions f or additional detaats and requiremnn6 s

9. POLt UT. 2 M anet*M- 3. EFFLtJENT 4 UNITS S IN T A K E (prorsondifb. M A m aj{syjig~v'' AIL.Iif T~L'OkTipp gy, v A Lut

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aM'7 .n X 13.4 1.5 1 mg/l lbs/d* *

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_ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ ._ _ . . ._ _ _ _ _ _ _ _ _ _ _ __ _ _ . _

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d F et.as_. . _ _ _ _ _ . _ . . _ . - _ _ _ _ . . . . _ _ _ _ _ _ _ . _ _ . . _ . . _ _

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e ttuonae__ _._ _ . . . _ . - - . . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , _

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00NilNUED F FIOM PAGE 3 OF F OFIM 2 C A v"'**' * **es f 2 J r 83f

PAf1T C - If you are a primery 6ndustry and this outfall contsms peccess wastewater. refer to f able 2c.2 en the enstructions todetermine which of the GC/MS fractions you must test for Mark **X"in column2 a for all such GC/MS fractions that asyty to your omfustey and for All. tonic metals. cyamdes. and total phenols if you are not required to mark column 2 a(secondery andustfres, nonprocesswastewater ourfalfs, andnonrequired GC/AfS fractiemsf. met k "X"in column 2 b for eoch pollutant you know of have reason to beheve is present Mark ''X" m column 2-c for each pollutant youtielieve is absent if you mark column 2a for any pollutant, you must provide the eesults of at least one analysis for that pollutant ff you mar k column 2b for any pollutant. you must provide the resultsof at least one analysis for that pollutant of you know or have reason to beleeve it will be discharged in concentrations of 10 ppb or greater. Il you mark column 2b for acrolem, acrylomtrole. 2.4dinettophenot, or 2. methyl-4,6 dmeteophenol. you enust provide the tesults of at least one analysis for each of these pollutants which you know or have reason to beleeve that you deschasge enconcenteatsons of 100 ppb or grester Otherwise. f or pollutants for which you mas k column 2b. you must either submit at least one analysis or bnefly descr!be the rensons the pollutant es espected tot;e descharged Note that thete are 7 pages to this past. please revtew each carefully Complete one table (a/I 7pages) for each outfall See mstructions for additional details and requerements

5. POLLUTANT a.M anu*n- 3. t rt l.U E N T 4. UNITS 5. IN T A M E (opreonellC'Mc",$ b " ^ ^ ''#f ",,. ',LM,' v ^ ' "" "" 'F " W * ^ '"' -(n,o or

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METAL S, CYANIDE. AND TOTAL PHENOLS--

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PM Arun4c. T otal_

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CONilNUED Ff40M THE FftONT

f POLLUTANT a . w a n ee ' n ' 3 LFFLUENT 4. UNITS 3. IN T AM E (opetoa.lf7

^3Ef5 :tr 3. :;a.:r, a " aa 'a u" = a ''" a '"' '' "^ "'Tl" J LtW "^'"' " "* W'" WP " ^ '"' _deard'a"Ge,as.s;"d,aa,e . yr .co ce- , , , , , ,v a avioa eq:,;: -- . . . . . . e< r e e ..,, .y ::n ..t. , ,,,, , t.), ,,,,,,| . . . . . . , ,,,, , t.j, , ,,,,, . . . . . . . ,,,,,,gi.,,,,,, . . . . . . ,

GC/MS F R ACTION - BASE /NEUIR AL COMPOUNOS

X X ND Ito Aconephihene(33329)

__ . _ _ _ .

29. Acenophtylene {(2C3 96 8)

_ _ -.

39. Anthem m X X ND I(120 12 7)

_ _ - -_ __ _ . _

40. BentidineX X ND [

192 a 7-s>._ ___

SB Bento fe)Anthe.ceae X X ND I(53553) - -- - -.-- - - - -

68. Bento (elPyrene 150 32 8) X X ND j

73. 3,4 Bento-""**"'h "*(205 99 2') X X ND I

CB. Bento (t e)hP" v '*"* X X ND I(121242)99. Bento (b)

_. _ __ __ ___ __ . _ _ _ .

re. enine"* X X ND I(207 08 9) _

108 Bee (2 Chloroe,rh,n yp u,,oinene X X. ND j( i gi.

118 86e (2 Chloroerhvi) E ther.si t t 44 4 X X ND I1n e,s12 cu-ase-

geraPe te= tica soil X X ND_ __

sae. Bi r2 Erhys-hes yf) Phthelete [tit 7et 78 X X NDste. 4 scomo-phenylPhenyl }E ther 1101 -65-33 _X X ND163. Butyl senavn

Phthelete (85 E8 71 X X ND Ii j

105,2 Chloro-nachthe'*a* X X ND 1(51 $8 7)17B. 4 Chloto-phenyePheav' X X ND 1E ths* 4 700$ 72 3)

13R. Chrysene

(21:01st X X gp 1

1kB. Utbenso (e.h/A nthrocene($3 70 35 X X ND 1

20H 1,2 Okhloro-bensene (95 60 Il y y g g

218.1,3 Dichtoro.

twnsene (641 73-1| y, X gp ]

EPA Form 3$10 2C (Rev. 2-85) PAGE V 6 CONilNUE ON PAGE V;7

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c.LONGTg1M g4 UNITS S. IN T A M C (,ppemeseff

AND C AS a. M A n tM UM na tt.y V A s.u"t T, " A "'}' --Q'- -Qt hy v m Lu E--

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GC/MS FR ACitON - BASE /NEUTH Al. COMI'OUNDS (,ewefer,mu

43ft. N Nitromehphenyleenine X .X ND 1186 30 6)

14B. Ph*nentheenems oi el X NI) I

_.-

45ft. Pyreneairs 00 on X X gg g

468.1,2,4. T el-tielotobentene NI) 1{120 02 1)GC/MS F R ACilON - PESilCIDESIP, Mov en

(30') 00 2) E-

== a-ew. _*-w-d6* a. e- == *M mmes++= o%

[ 7P. (t fitfC(319 84 6) X;

- _ . _ _ _ . _ . . _ . ._. _ _ . _ _ . _ _. _ . _ . _ _ _ _ . _ _ _i _ _ _ _ _ . . _ _ _ . _ . _ __ _ _ _ _ _ .-. _ _ . - . . _ . . - _ . _

l 3P. (I IH tCl (3 o sis in X

_. _. . _ . _~

4P 7 HHC(SR R9 9) X

':P. A 13HC<3ia so s X

hr Chtontanetsi r4 98 X

7P. 4.4' OD I150 29 3) .X6'P. 4.4' ODEt 72 55 9) X

-

. _ _ . . . . . . . .

9P 4.4 000(72548) X

10P Deeldein(GU 571) X

1IP. G t rutometten(lIS 29 Il X

.

I ?t'. M E ewfomellanit IS 29 71 X13P. E,nttosulf aq

suHate(1031 078) X

_. _ _ - _ . _ . _ _ _ _ . . . . _ _____. _ _

14P. E enttin(12 20 89

X. . _ . , _ _

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. _ _. . . _ _ _ _ _ _ . ._

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li42' "3 dl - - X ._ _ _ . ._ ._ . _ . _ _ _ _ _ _ _ . . . _ _ _ _ _ _ . _ . _ .

16P I a. otec hloe(76 44 HI b

f rA Foern 3510 2C (flev. 2 85) PAGE V 8 CONilNUE ON PAGE V 9s .

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tPAIU NuMUL S# (s sep y frone iteree { c/ Festeps () OUTF ALL NUMIE$g ItNm Amunaf

CONTINUE''2 FMOM PAGE V a NilD08125744o 027 04fB No,./OtX)(X,M,9 , ,34,m . . , , , , , , 3

1. Pr3Lt .* . T A N T a M ann ' A' 3 E r r Ltst NT 4. UNIT S S. IN T A M E (.esraeewwls

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GC/MS FRACTION - PESTICIDES (coatsaved;17P Heptschlors poxkse X(102S 57 3)

__ _ _ _ _ ,_, _. ., ___ __. _ _ _,,_, ____ _. _

1BP.PCB 1242(53469-21 9) X

19P.PCB 1254 <'

(11097 69 1) X

20P. PCB 1221(18104 28 2) X

21P PCB 1232111141 16 6) X

-_ .. . . . - _ - - - - . . - - - - _ . . . - ._ . _ _ . . _.

22P. PCB-1248(12672 29 6) X

. _ . . . . - _ . . - . - . - . . - _ . . - - - . . - -. _

23P.PCB 1260ti1094 82 6) X

_ . _ _ . _ . . . . _ _ . . _ . . . . __. __ - .-_ _ _ . _ _ _ - _ .. . _ _._ .

24P.PCB 1016(12674112) g

2SP. Tom schone(;001-36 2B X

"EPA Form 3610 2C (Rev.4 54)

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6 PA Form 3510 2C (itev. 2 85) .

"Joint Public Notice NH-022-93 of Draft of NPDES Permit to ...

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