Revision as of 23:11, 23 November 2019

Text

Notification of NPDES Permit Renewal Application
	ML060520153
Person / Time
Site:	Harris
Issue date:	02/10/2006
From:	Corlett D; Progress Energy Carolinas, Progress Energy Co
To:	; Document Control Desk, Office of Nuclear Reactor Regulation
References
	HNP-06-031
	Download: ML060520153 (92)
	v • d • e

@2 Progress Energy FEB 1 0 2006 SERIAL: HNP-06-031 United States Nuclear Regulatory Commission ATTENTION: Document Control Desk Washington, DC 20555 SHEARON HARRIS NUCLEAR POWER PLANT DOCKET NO. 50-400/LICENSE NO. NPF-63 NOTIFICATION OF NPDES PERMIT RENEWAL APPLICATION Ladies and Gentlemen:

In accordance with Section 3.2 of the Environmental Protection Plan (Nonradiological) issued as Appendix B to the Operating License (NPF-63) for the Harris Nuclear Plant, Carolina Power &

Light Company, doing business as Progress Energy Carolinas, Inc., is providing a copy of the application for renewal of the facility's National Pollutant Discharge Elimination System (NPDES) Permit # NC0039586. The application, dated January 30, 2006, has been forwarded to the North Carolina Department of Environment and Natural Resources. The current permit expiration date is July 31, 2006.

If you have any questions regarding this submittal please contact me at (919) 362-3137.

Sincerely, David H. Corlett Supervisor, Licensing/Regulatory Programs Harris Nuclear Plant DCH/mgw Enclosure c: Mr. R. A. Musser (NRC Senior Resident Inspector, HNP)

Mr. C. P. Patel (NRC Project Manager, HNP)

Dr. W. D. Travers (NRC Regional Administrator, Region II)

Progress Energy Carolinas, Inc.

Harris Nuclear Plant P.O.Box 165 New Hill, NC 27562

Cj Progress Energy JAN 3 0 2006 SERIAL: HNP-06-020 Mr. David Goodrich North Carolina Department of Environment and Natural Resources -

Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617

Subject:

Carolina Power & Light Company, doing business as Progress EnergyCarolinas, Inc.'

Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System (NPDES) Permit Num'er NC0039586 Re-issuance Application

Dear Mr. Goodrich:

The current NPDES permit for the Harris Nuclear Plant (HNP) located in Wake County expires on July 31, 2006. Progress Energy Carolinas, Inc. (PEC) hereby requests that the NPDES permit for the facility be reissued. Enclosed is EPA Application Form 1 - General Information, EPA Application Form 2C - Wastewater Discharge Information, and EPA Form 2F - Application to Discharge Stormwater Discharges Associated with Industrial Activity, all in triplicate.

Please note that the HNP has not been able to complete the storm water sampling required by EPA Form 2F. The HNP received a determination of representative outfall status from the state on January 03, 2006, and has not had the opportunity to complete the required sampling and analysis. The plant will safely sample an appropriate storm event and submit the analytical results as soon as possible.

Also note that a sludge management plan is not included with the submittal because HNP has a contractor that takes the sludge offsite and land applies it under its own land application permit (Attachment 4).

With re-issuance of the NPDES permit, PEC requests the following:

Eliminate the chromium and zinc monitoring requirement from Outfall 001 and add them to Outfall 006. This would be more consistent with the current required metals monitoring at Outfall 006 and would give a better indication of the actual discharge of these two metals to surface waters, if they were measured at Outfall 006.

Eliminate the ammonia monitoring requirement for Outfall 002. The current permit requires ammonia monitoring at Outfall 006, the discharge to surface waters, and at internal Outfall 002. The plant does not see a need to continue monitoring ammonia at both the internal and external outfall locations.

Progress Energy Carolinas, Inc.

Hanis Nucleai Plant P.0. Box 165 New Hill, NC 27562

Division of Water Quality SERIAL: HNP-06-020

Change the Total Suspended Residue monitoring requirement at Outfall 002 and Outfall 007 to a Total Suspended Solids monitoring Requirement with Daily Max limit of 100 mg/I. This would make the monitoring requirement consistent with the Total Suspended Solids monitoring requirement at Outfall 004 and Outfall 005.

The Biological Oxygen Demand monitoring requirement for Outfall 007 be combined in to one requirement with limits of 30 mg/L monthly average and 45 mg/L daily max.

Currently, the requirement has different limits based on the time of year. The long term average concentration of BOD discharge at this outfall based on the last years worth of data is 1.9 mg/L.

With regard to 316(b), the HNP has completed a supplement to its permit application which can be found within the attached permit application package in Attachment 12.

If there are any questions regarding the enclosed information, please contact Bob Wilson at (919) 362-2444 or Steve Cahoon at (919) 546-7457..

I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordancewith a system designed to assure that qualifiedpersonnelproperly gather and evaluate the information submitted. Based on my inquiry of the person orpersons who manage the system, or those persons directly responsiblefor gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penaltiesfor submittingfalse information, including the possibility offines and imprisonmentfor knowing violations.

Sincerely, Eric McCartney Plant General Manager Harris Nuclear Plant EM/mgw Attachments

Division of Water Quality SERIAL: HNP-06-020 bc: Ms. D. B. Alexander Mr. S. G. Cahoon Mr. J. T. Ellis Mr. R. T. Wilson Nuclear Records Licensing File H-X-230

Please print or type in the unshaded areas only Form Approved. OMB No. 2040-0086. Approval expires 5-31-92.

(fill-in areas are spaced for elite tvoe. i.e.. 12 characters/inch).

FORM U.S. ENVIRONMENTAL PROTECTION AGENCY 1. EPA I.D NUMBERI GENERAL EPAEAConsolidated GENERAL INFORMATION2ND91784 Permits Prgam Fl NCD9 9127 8284D 4

GENERAL (Read the "General InstrL ctnsbefore starting) 13114115 LABEL ITEMS GENERAL INSTRUCTIONS I. EPA I.D. NUMBER If a preprinted label has been provided, affix it in the designated space. Review the information carefully, if any of it is incorrect, cross through it Ill. FACILITY NAME and enter the correct data in the appropriate fill-in area below. Also, if any of the preprinted data FACIL'TYis absent (the area to the left of the label space V. MAILING ADDRESS PLEASE PLACE LABEL IN THIS SPACE fists providethe itinformation in the properthatfill-in should appear) area(s) below., please If the label is complete and correct, you need not complete Items I, Ill, V, and VI (except VI-B which mustbe completedregardless). Complete V1 FACILITY all items if no label has been provided. Refer to LOCATION theinstructionsfordetailed item descriptions and for the legal authorizations under which this data is collected.

II. POLLUTANT CHARACTERISTICS I INSTRUCTIONS: Complete A through J to determine hether you need to submit any permit application forms to the EPA. If you answer "yes" to any questions, you must submit this form and the supplemental form listed in the parenthesis following the question. Mark WX"in the box in the third column if the supplemental form is attached. If you answer "no' to each question, you need not submit any of these forms. You may answer "no' if your activity is excluded from permit requirements; see Section C of the instructions. See also, Section D of the instructions for definitions of bold-faced teirms.

MA WMARK "K SPECIFIC QUESTIONS YES CAT1FM__ SPECIFIC QUESTIONS Y E S RMAFArc SPCFIEUETONS NO ATTACHED No ATTACHED YES__________________

A. Is this facility a publicly owned treatment works B. Does or will this facility (either existing or proposed) which results in a discharge to waters of the U.S.? include a concentrated animal feeding operation or (FORM 2A) X aquatic animal production facility which results in a X 16 17 18 discharge to waters of the U.S.? (FORM 2B) 19 20 21 C. Is this a facility which currently results in discharges to D. Is this a proposed facility (other than those described waters of the U.S. other than those described in A or B X X in A or B above) which will result in a discharge to X above? (FORM 2C) 22 23 24 waters of the U.S.? (FORM 2D) 25 26 27 F. Do you or will you inject at this facility industrial or E. Does or will this facility treat, store, or dispose of municipal effluent below the lowermost stratum hazardous wastes? (FORM 3) X containing, within one quarter mile of the well bore, X 2 W 30 underground sources of drinking water? (FORM 4) 31 32 33 G. Doyouorwillyouinjectatthisfacilityanyproducedwater H D y o or other fluids which are brought to the surface in H. Do you or will you inject at this facility fluids for connectonwithconventionaloilornaturalgasproduction, special processes such as mining of sulfur by the inject fluids used for enhanced recovery of oil or natural Frasch process, solution mining of minerals, in situ gas, or inject fluids for storage of liquid hydrocarbons? X combustion of fossil fuel, or recovery of geothermal X (FORM 4) 35 36 energy?(FORM 4) 3 8 3

1. Is this facility a proposed stationary source which is J. Is this facility a proposed stationary source which is one of the 28 industrial categories listed in the NOT one of the 28 industrial categories listed in the instructions and which will potentially emit 100 tons per instructions and which will potentially emit 250 tons per year of any air pollutant regulated under the Clean Air year of any air pollutant regulated under the Clean Air Actand mayaffector be located in an attainment area? X Actandimayaffectorbelocated in an attainment are;R X (FORM 5) 40 41 42 (FORM 5) 43 44 45 Ill. NAME OF FACILITY

] SKIP Harris Nuclear Plant and Harris Energy and Environmental Center 15 116 - 29130 691 IV. FACILITYCONTACT l : : -- E_ ___-

A. NAME & TITLE last first, &We) B. PHONE (area code & no.)

2 McCartney, Eric A. Plant General Manager 362 l2000 16- 45146 -48 49 -51 52 - 55_

V. FACILITY MAILING ADDRESS :___________C-;_______-____________

A. STREET OR P.O. BOX

+ 5413 Shearon Harris Road 15116 -45 B. CITY OR TOWN C. STATE3 D ZIP CODE 4 New Hill l NC127562 16 -_401_ _ _ _ _ _ _ __47_-_51 V1. FACILITY LOCATION l ____-________V _____- _ ;____; ;_7__

A. STREET, ROUTE NO. OR OTHER SPECIFIC IDENTIFIER J_5413 Shearon Harris Road 15 16 45 B. COUNTY NAME_

Wake 46 70 C. CITY OR TOWN D. STATE ZIP CODE F. COUNTY CODE if known c New Hill NC 27562 1516 40 41 42 47 - 51 522-54 atlA rum r 33n .- 1 I ) t aiarjUC vim M.c vct¶o S5TBd584F I

17TINTIlMl I171 PRARA TWIP: I:PANIT VII. SIC CODES (4digitin order of priority) I A. FIRST B. SECOND cfl 4911 (speciI) C(specify) 1 16 - 19 Electric Power Services 1 191 C. THIRD D. FOURTH 7 l(specify) (specify) 15 E16

- 191 15T16 - 19O VIII. OPERATOR INFORMATION l 0 2 - K .i.<:

'-<'; i; a t-- ';-; ; -i A. NAME B. Is the name listed in Item VIII-A also the Carolina Power & Light Co. d/b/a Progress Energy Carolinas, Inc YES NO 151 16 - Fs PA C. STATUS OF OPERATOR (Enter the appropriate letter into the answer box; if 'Other, 'secify.) D. PHONE (area code & no.)

F = FEDERAL M = PUBLIC (other than federal or state) (specify) b l S = STATE P= PRIVATE O = OTHER (specify)

E. STREET OR P.O. BOX

_ Public Utlity-~ K]

A _ 919 [t 62

-Public h 2000 _

P. 0. Box 1551 26 55 F. CITY OR TOWN G. STATO H. ZIP CODE IX. INDIAN LAND C Is the facility located on Indian lands?

B Raleigh INC 27602 []YES ]NO 15 16 40 41 42 47 51 52 X. EXISTING ENVIRONMENTAL PERMITS l __.____________--__________-_'____'.___-_Ii_'_____________l,_.___

A. NPDES (Discharges to Surface Water) D. PSD (Air Emisskns from Proposed Sources)

CI IIC T 1511611718 015116117118 B. UIC (Underground Injection of Fluids) E. OTHER (specify)

CITIii (specify)

U0 9 8 See Attachment 1 1 1lb 111 30 1 5 10 11 30l C. RCRA (Hazardous Wastes) E.OTHER (specify) 11 cTT CIl (specify) 91 RI I lId i 16118 P1516118 30 Xl. MAP ; -- :.: d;-. - - = -0 .. - .X.i-,,..G , .,X.'L,';A:-

Attach to this application a topographic map of the area extending to at least one mile beyond property boundaries. The map must show the outline of the facility, the location of each of its existing and proposed intake and discharge! structures, each of its hazardous waste treatment, storage, or disposal facilities, and each well where it injects fluids underground. Include all springs, rivers and other surface water bodies in the map area. See instructions for precise requirements.

XII. NATURE OF BUSINESS (provide a brief description) l_________________'_____: ______________. __X_________

The Harris Nuclear Plant (HNP) consists of a 900 megawatt generating unit and associated facilities.

The Harris Energy and Environmental Center (HE&EC)includes facilities that provide support services (laboratories and training classrooms)for the HNP and other Progress Energy facilities.

XIII. CERTIFICATION (see instructions)

Icertify under penalty of law that I have personally examined and am familiar with the information submitted in this application and all attachments and that, based on my inquiry of those persons immediately responsible for obtaining the information contained inthe application, I believe that the information is true, accurate and complete. I am aware that there are significantpenalties for submitting false information, including the possibility of fine and imprisonment.

A. NAME & OFFICIAL TITLE (type orfprint) B. SIGNATURE C. DATE SIGNED Eric A. McCartney l A/

Plant General Manager l_ _ _ l _ _ _ _ _ _

COMMENTS FOR OFFICIAL USE ONLY -

EPA Form 3510-1 (8-90)

SWFMSF.2

Form Approved EPA l.D. NUMBERf{coy from Item 1of Form 1) OMB No. 2040-0086 Please Drint or tvoe in the unshaded areas ontv- I NCD9'9 28284 Aporoval exoires 5-31-92 FORM U.S. ENVIRONMENTAL PROTECTION AGENCY NPDES r

EPA AAPPLICATION FOR PERMIT TO DISCHARGE WASTEWATER EXISTING MANUFACTURING, COMMERCIAL, MINING AND SILVICULTURAL OPERATIONS Consolidated Permits Program I. OUTFAILILLOCATION___________________________

For each outfall, list the latitude and longitude of its location to the nearest 15 seconds and the name of the receiving water.

A. OUTFALL B. LATITUDE C. LONGITUDE _____

NUMBER D.RECEIVNG WATER (name)

(list) 1. DEG. 2. MIN. 3. SEC. 1. DEG. 2. MIN. 3. SEC. 006 35 34 47 78 58 07 Harris Lake 007 35 38 05 78 55 05 Harris Lake II. FLOWS, SOURCES OF POLLUTION, AND TREATMENT TECHNOLOGIES i:-' :-.;2-.i A. Attach a line drawing showing the water flow through the facility. Indicate sources of intake water, operations contributing wastewater to the effluent, and treatment units labeled to correspond to the more detailed descriptions in Item B. Construct a water balance on the line drawing by showing average flows between intakes, operations, treatment units, and outfalls. If a water balance cannot be determined (e.g., for certain mining actfites), provide a pictorial description of the nature and amount of any sources of water and any collection or treatment measures.

B. For each outfall, provide a description of: (1) All operations contributing wastewater to the effluent, including process wastewater, sanitary wastewater, cooling water, and storm water runoff; (2) The average flow contributed by each operation; and (3) The treatment received by the wastewater. Continue on additional sheets if necessary.

1. OUT- 2. OPERATION(S) CONTRIBUTING FLOW 3. TREATMENT FALUING (list) a. OPERATION (list) b.AVERAGE: FLOW a. DESCRIPTION b. LIST CODES FROM (include Lnits) TABLE 2C-1 Combined Outfall See Attachment 3 Discharge to surface water 4-A Cooling Tower 006 Blowdown See Attachiment 3 Dechlorination 2-E Internal Outfall 001 Sanitary Waste Treatment Plant See Attachment 3 Activated Sludge, Disinfection 3-A 2-F Internal Outfall 002 Metal Cleaning Wastes Internal See Attachment 3 Neutralization, Sedimentation 2-K 1-U Internal Outfall 003 Low volume Wastes Internal Outfall 004 See Attachment 3 Neutralization, Sedimentation 2-K 1-U Radwaste System Internal Outfall 005 See Attachment 3 Multimedia filtration, Ion exchange 1-Q 2-J Energy and Environmental See Attachment 3 Aerated Lagoons, Disinfection 3-B 2-F 007 Center WWTP = Dechlorination 2-E OFFICIAL USE ONLY (effluent guidelines sub-categories)

EPA Form 3510-2C (8-90) PALGE 1 OF 4 STF ENV441F. 1

CONTINUED FROM THE FRONT C. Except for storm runoff, leaks, or spills, are any of the discharges described in Items Il-A or B intermittent or seasonal?

j] YES (complete the following table) _ _ _ NO (go to Section Ino

3. FREQUENCY 4. FLOW

a. FLOW RATE b. TOTAL VOLUME

1. OUTFALL 2. OPERATION(s) a. DAYS b. MONTHS (inmgd) (specify with units) c. DUR-NUMBER CONTRIBUTING FLOW PER W1:EK PER YEAR 1 LONG TERM 2. MAXIMUM 1.LONG TERM 2. MAXIMUM ATION (list) (list) (spec4 (specify AVERAGE DAILY AVERAGE DAILY (indays) averae) average) _____ _____

005 Radwaste System 1 to 2 12 0.021 0.021 0.0105 0.0105 0.5 III. PRODUCTION l A. Does an effluent guideline limitation promulgated by EPA under Section 304 of the Clean Water Act apply to your facility?

n YES (complete Item Ill-B) [] NO (go to Section IV)

B. Are the limitations in the applicable effluent guideline expressed in terms of production (orothermeasure of operation)?

[]YES (complete Item III-C) NO (go to Section IV)

C. If you answered 'yes' to Item Ill-B, list the quantity which represents an actual measurement of your level of production, expressed in the terms and units used in the applicable effluent guideline, and indicate the affected outfalls.

1. AVERAGE DAILY PRODUCTION 2 AFFECTED

a. QUANTITY PER DAY b. UNITS OF MEASURE c. O1ERATION, PRODUCT, MATERIAL, ETC. OUTFALLS (specify) (list ouffall numbers)

[V.IMPROVEMENTSI A. Are you now required by any Federal, State or local authority to meet any implementation schedule for the construction, upgrading or operation of wastewater treatment equipment or practices or any other environmental programs which may affect the discharges described in this application? This includes, but is not limited to, permit conditions, administrative or enforcement orders, enforcement compliance schedule letters, stipulations, court orders, and grant or loan conditions. [ YES (complete the following table) (go to ftem IV-)BNO

1. IDENTIFICATION OF CONDITION, 2. AFFECTED OUTFALLS _ _INAL COW-PLIANCE DATE AGREEMENT, ETC. 3. BRIEF DESCRIPTION OF PROJECT a. RE- b. PRO-a.NO. b. SOURCE OF DISCHARGE ___QURED JECTED B. OPTIONAL: You may attach additional sheets describing any additional water pollution control programs (orotherenvironmentalprojects which may affect your discharges) you now have underway or which you plan. Indicate whether each program is now underway or planned, and indicate your actual or planned schedules for construction. [ MARK "X" IF DESCRIPTION OF ADDITIONAL CONTROL PROGRAMS IS ATTACHED EPA Form 3510-2C (Rev. 2-85) PAGE 2 OF 4 CONTINUE ON PAGE 3 STF ENV441F.2

EPA l.D. NUMBER (copy from Htem I of Form 1)

CONTINUED FROM PAGE 2 NCD991278284 V. INTAKE AND EFFLUENT CHARACTERISTICS __-_.___-_-_i_.___._-_I___.:_-___._-___._,__

A, B, & C: See instructions before proceeding - Complete one set of tables for each outfall - Annotate the outfall number in the space provided.

NOTE: Tables V-A, V-B, and V-C are included on separate sheets numbered V-1 through V-9.

D. Use the space below to list any of the pollutants listed in Table 2c-3 of the instructions, which you know or have reason to believe is discharged or may be discharged from any outfall. For every pollutant you list, briefly describe the reasons you believe it to be present and report any analytical data in your possession.

1. POLLUTANT 2. SOURCE 11.POLLUTANT 2. SOURCE Asbestos insulation Strontium Trace elements Uranium occasionally present Vanadium in oil used to fuel Zirconium auxiliary boilers V]. POTENTIALDISCHARGES NOTCOVEREDBYANALYSIS l-.E.I-;

Is any pollutant listed in Item V-C a substance or a component of a substance which you currently use or manufacture as an intermediate or final product or byproduct?

X YES (list all such pollutants below) [] NO (go to Item VI-B)

Although not added or produced, the following elements could potentially be present in the discharge due to normal pipe erosion/corrosion.

Copper Iron Zinc Nickel Silver The following elements could be present in oil, which is used to fuel auxiliary boilers:

Antimony Arsenic Berylium Cadmium Chromium Copper Lead Mercury Nickel Selenium Silver Thallium Zinc EPA Form 3510-2C (8-90) PAGE 3 OF 4 CONTINUE ON REVERSE STF ENV441F.3

CONTINUED FROM THE FRONT VIl. BIOLOGICALTOXICITYTESTING DATA Do you have any knowledge or reason to believe that any biological test for acute or chronic toxicity has been made on any of your discharges or on a receiving water in relation to your discharge within the last 3 years?

j YES (identfy the test(s) and describe their purposes below) [] NO (go to Section V1iI)

Outfall 006 - Acute 24-hour test using Fathead Minnows have been conducted quarterly during this permit cycle Outfall 007 - Acute 24 hour2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months test using fathead minnows have been conducted quarterly during this permit cycle.

VIII. CONTRACTANALYSIS INFORMATION Were any of the analyses reported in Item V performed by a contract laboratory or consulting firm?

YES (list the name, address, and telephone number of, and pollutants [ NO (go to Section D) analyzed by, each such laboratory or firn below)

A. NAME B. ADDRESS C. TELEPHONE D.POLLUTANTSANALYZED (area code &no.) (list)

TriTest, Inc 6701 Conference Drive 919-834-4984 Outfall 006 and 007 -

Raleigh, NC :27607 All parameters except those listed below.

Harris Plant Chemistry 5413 Shearon Harris Rd 919-362-2555 Total Residual Laboratory New Hill, NC 27562 Chlorine Oxford Laboratories, Inc. 1316 S. 5th Street 910-763-9793 TOC, Sulfide, Bromide Wilmington, NC 28401 Boron, Mercury, and Phenols.

Florida Radiochemistry 5456 Hoffner Ave Suite 201 407-382-7733 Alpha and Beta Services, Inc. Orlando, F1 :32812 IX CERTIFICATION i I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that quarifledpersonnelproperly gather and evaluate the information submitted Basedon my inquiry of the person orpersons who manage the system or those persons directly responsible forgathering the information, the informatin submitted is, to the best of my knowledge and belief, true, accurate, and complete.

I am aware that there are significant penalties for submitting false information, including the possiblty of fine and imprisonment for knowing violations.

A. NAME & OFFICIAL TITLE (ape or print) B. PHONE NO. (area code & no.)

Eric A. McCartney - Plant General Manager 919-362-2000 C. SIGNATURE 0. DATE SIGNED q-" cl: //- ( G EPA Form 3510-2C (8-90) PAGE4OF4 STF ENV441F.4

EPA I.D. NUMBER (copy from item 1 of Form 1)

PLEASE PRINT OR TYPE IN THE UNSHADED AREAS ONLY. You may report some or all of this information on separate sheets (use the same format) instead of completing these pages. NC991278284 SEE INSTRUCTIONS.

OUTFALL NO.

V. INTAKE AND EFFLUENT CHARACTERISTICS (continuedfrom page 3 of Form 2-C) 006 PART A- You must provide the results d at least one analis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.

2. EFFLUENT 3. UNITS 4. INTAKE (optionao

b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE (specify bnkJ a. LONG TERM

1. POLLUTANT a. MAXIMUM DAILY VALUE (if avalable) (if available) d. NO. OF a. CONCEN- AVERAGE VALUE b. NO. OF (1) (2) MASS (1) (2) MASS (1) (2) MASS ANALYSES TRATION b. MASS (1) (2) MASS ANALYSES

a. Biochemical ONCENTRATION(NPATION OONCENMA PATI O0N OxygenDemand 3.8 276.6 -- __ _- __ 1 mg/l kg/day (BOD)

b. Chemical Oygen Demand 35.3 2,569.6 __ __ ___ 1 mg/l kg/day (COD) __________

c.Total Organic 1.

12.5 0. --

Carbon (rO 909.9__ 1 mg/l kg/day Sotids (uS) 18.9 1,375.8 18.9 1,375.8 11.4 829.8 13 mg/i kg/day e.Ammonia (asN) 0.47 34.2 0.47 34.2 0.35 25.5 13 mg/l kg/day 9.2 VALUEUEVALUEVALUE 19.2lowVALUE 219.2 VAUE - 1 MGD VALUE VALUE VALUE VALUE g.Temperature 22.8 17.7 _ 22 C (winter)

VALUE VALUE VALUE VALUE

h. Temperature 32.8 31.4 __ 30 oC summer) MINIMUM AUM MINIMUM 7MAXIMUM I. pH 6.9 7.5 6. 9 7.5 13 STANDARD UNITS PART B- Mark *X- in column 2-a for each pollutant you know or have reason to believe is present. Mark *X' in column 2-b for each pollutant you believe to be absent. If you mark column 2a for any pollutant which is limited either directly, or indirectly but expressly, in an effluent limitations guideline, you must provide the results of at least one analysis for that pollutant. For other pollutants for which you mark column 2a, you must provide quantitative data or an explanation of their presence in your discharge. Complete one table for each outfall. See the instructions for additional details and requirements.

1. POLLU_ 2. MARK XI 3. EFFLUENT 4. UNITS S. INTAKE (optional)

TANT AND & BE. b. BE- a.MAXIMUM DAJLY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE a. LONG TERM b. NO. OF CAS NO. LIEVED LIEVED taaiable(If avabe d. NO. OF a. CONCEN. b. MASS AVERAGE VALUE ANAL.

(if available) PRE. AB. - (1) (2)MASS (1)((2) MASS (1) (2)MASS ANALO TRATION (1) (2)MASS lYSES SENT SENT CONCTRPTION _TIR l_ON_ A1l OONICENMTIN1l YSES _ CONCENTRATON

a. Bromide (2495a.67.9) X 0 . 83 60.4 1 mg/i kg/day b.Chlorine, Total Residual x o *1 l 1 mg/l c.Color X 47.0 l 1 CU

d. Fecal Coliform X 18 1 rU/lOOml

e. Fluoride (16984r48-8) X 0.24 17.5 1 mg/l kg/day

f. Nitrate-Nitrite(asN) X 0.50 36.4 1 mg/l kg/day EP Form EPA F.r 351035 AA.C (.90 2C (8-90) -A( AV-i COTIU OR PAGE V-1 CONTINIUE ON REVE:RSE R

C'M rW%1AAs49C

ITEM V-B CONTINUED FROM FRONT

1. POLLU- 2. MARK 'X 3.EFFLUENT 4. UNITS 5. INTAKE (optional)

TANT AND . E- b. BE- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE d. NO. OF a. LONG TERM CAS NO. LIEVE LIEVED (f aileble) (if av 7able) ANAL. a. CONCEN- b. MASS AVERAGE VALUE b. NO. OF (if available) PRE- AS- (1) (2) MASS (1) (2)MASS (1) (2) MASS YSES TRATION (1) (2) MASS ANAL-SENT SENT PtTIm COT OCEON CONRATTRATION YSES g.Nitrogen, TotalOrganic X 2.2 160.1 2.2 160.1 1.25 91.0 13 mg/i kg/day fas NJ Grease X <5. 0 1 mg/i I.Phosphorus (asP),Total X 0.81 59.0 0.81 59.0 0.63 45.9 13 mg/i kg/day (7723-14-0) - -

j. Radioactivity (1)Alpha, Total X <1.2 1 pCi/L c L Total x 8.4 0.00002 1 pCi/L CU/day T3o)tRadium Testing and reporting not required 242)6Rdotualm Testing and reporting not required K Sulfate (as SO) X 28.3 356.7 1 mg/i kg/day (14808-79-8)_

1.Sulfide (as S) x 0 . 10 1 mg/ l -

_ _ _ _ _ _ _ _ _

m. Sulfite .

(142S65-45-3) X cl.0

_ _ 1 mg/l -1 n.Surfactants X <0.20 -- 1 mg/i --

o.Aluminum, k/a Total X 0.378 27.5 1 mg/i kg/day (7429-90-5)II p.Barium, Total X 0. 028 2.1 1 mg/ 3 g/day (7440-39-3) . g k _

Total X 0. 269 19.6 1 mg/i kg/day (7440-42-8)

r. Cobalt.

_ k Total X l0. 005 1 mg/i (7440-48-4) X < . 0 5_ _ _ _ _ _ _

s.Iron, Total X 1.14 83.0 1.14 83.0 0.4 29.1 13 mg/i kg/day (7439-89-6) t.Magnesium, Total (7439-95-4) X 3.87 39.5 1 mg/l kg/day

_ _ _ _ _ _ gi k / a

u. Molybdenum, 1 (T7o4t3al987) X <01. 005 1 mg/l v.Manganese, Total (7439-96-5)

X 0. 605 44. 1 1 mg/i kg/dayl w,Tin, Totalx (7440-31.5) X

<002

<0. 002 -1 mgi -

1 mg/l

x. Titanium, (744.0-32.6)

EPA Fornn3510 2CG(8-90)

X L 012 EPA o

Frm 310.Z (8-9)

__ ,

r~J~ V-Z 1 mg/i kg/day

~I.GUN I IINUt tJrd EM13E V.3 tPAbI CTr 11^1C A CMIA

EPA I.D. NUMBER (copy from item 1of Form 1) OUTFALL NUMBER CONTINtJIF11 FROM PAGE 3 OF FORM 2-C NCD991278284 006 PART C - If you are a primary industry and this outfall contains process wastewater, refer to Table 2c-2 in the instructions to determine which of the GC/MS fractions you must test for. Mark WX' in column 2-a for all such GC/MS fractions that apply to your industry and for ALL toxic metals, cyanides, and total phenols. If you are not required to mark column 2-a (secondary industries, nonprocess wastewater outfalls, and nonrequired GC/MS fractions), mark WX' in column 2-b for each pollutant you know or have reason to believe is present. Mark X in column 2-c for each pollutant you believe is absent. If you mark column 2a for any pollutant, you must provide the results of at least one analysis for that pollutant. If you mark column 2b for any pollutant, you must provide the results of at least one analysis for that pollutant if you know or have reason to believe it will be discharged In concentrations of 10 ppb or greater. If you mark column 2b for acrolein, acrylonitrile, 2,4 dinitrophenol, or 2-methyl-4, 6 dinitrophenol, you must provide the results of at least one analysis for each of these pollutants which you know or have reason to believe that you discharge in concentrations of 100 ppb or greater. Otherwise, for pollutants for which you mark column 2b, you must either submit at least one analysis or briefly describe the reasons the pollutant is expected to be discharged. Note that there are 7 pages to this part; please review each carefully. Complete one table (all 7 pages) for each outfall. See instructions for additional details and requirements.

1. POLLUTANT 2. MARK 'XI 3. EFFLUENT 4. UNITS 5. INTAKE (optiona AND CAS . . TEST.b. B. B a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE d. NO. OF a. LONG TERM NUMBER NG IV LIEVED (if available) (if available) ANAL- a. CONCEN- b. MASS AVERAGE VALUE (if available) b. NO. OF QUiR. SETE- A8NT (1) (2)MASS (1) (2)MASS () (2)MASS YSES TRATION (1)0ONM+ (2) MASS ANAL-ED ONNPJATION CCNAI ON CNRA~noN TRAM11ON YSES METALS, CYANIDE, ANDTOTAL PHENOLS . .

i M.Antimony, XX <0 0 3 mg Total (7440-38-0) X X <0. 003 1 mg/i 2M. Arsenic, X X <0 . 005 1 Mg/_

Total (7440-38-2) XX <0 05 - 1 m /

3M. Beryllium, X <0 0 21 mg Total, 7440-41-7) X X <0.002 1 mg/i 4M. Cadmium, XX < .0 51 M /

Total (7440-43-9) X X <0 . 005 __ 1 mg/i 5M. Chromium, A v v -

Total (7440-47-3) . v .- v M 6MTCopper, X X 0.12 8.7 0.12 8.7 0 ,01 0.7 13 mg/ kg/day 7M. Lead, Total(7439-92-1) X X <0. 005 1 mg/i 8M. Mercury, X X <0 .2 1 Ug/l Total (7439-97-6) X lX <0.2 l _ 1 g/_

9M. Nickel, X .0 2 4 5 0 6 .0 40 g 1 kg/day Total(7440-02-0) X Xl.06 4 0.0 4 0 0 0.3 1 mg/i IOm. Selenium, Total (7782-49-2) X X <0. 002 -- 1 mg/i __

lI M. Silver, Total (7440-22-4) X x 0 .010 l 1 mg/i k d 12M. Thallium, XX <00 1 -1 m /i-Total (7440-28.0) ____________mg/_

13M. Zinc, Total (7440-66-8) X X 0. 50 1 0.9 1 mg/i g/ a 14M. Cyanide, Total (57-12-5) X <0. 005 -1 mg/i1 M. Phenols, Total X X <0 . 005 l ll_._ 1 m mg/_ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _

DIOXIN 2,3,7,8 Tetra-chlorodibenzo-P- I

[ DESCRIBE RESULTS Dioxin (1784-01-6) j X EPA Form 3610-2C (8-90) PAGE V 3 CONTIUE O REVERSE

CONTINUED FROM THE FRONT

1. POLLUTANT 2. MARK 'X' 3. EFFLUENT 4. UNITS 6. INTAKE (optiona AND CAS a TEST-b. sE- c. BE- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE d. NO. OF a. LONG TERM NUMBERNUMBER RE. LIEVED DNA LIEVED______ailb/e)

PRE-IAS.(fa aiille) al bl (if 6aalav ANAL- a. CONCEN- b. MASS AVERAGE VALUE b. NO. OF (ifavailable) QUIR- SENT SENT (1) (2) MASS (1) (2) MASS (1) (2)MASS YSES TRATION (1)Ot'ICN. (2) MASS ANAL-ED CONfENTPATION NCRAETON0ION CONENTFATIN TRATION YSES GC/MS FRACTION-VOLATILE COMPOUNDS (107e02-8) x x <50 1 mg/l __

2V. Acrylonitrile (107-13-1) X X <50 _ 1 mg/i 3V. Benzene XX <5--1 m/

(71.43-2) < mg 4V. Bis (Chloro-methyl) Ether Testing and reporting not equired 1 mg/i (542-88.1) _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _

5V. Bromoform X X <5 (75-25.2) X ~1 Mg/i 6V. Carbon (56-2t3-5) X X <5 __ 1 mg/i 7V. Chloroben-zee(108.90-7) X X <5 1 Mg/i -

8V. Chlorodi-bromomethane X X <5 __ 1 mg/i __

9V. Chloroethane X X _ 1 rnpiI1 1OV. 2-Chloro-ethylvwin Ether (110-75-8) x X

X X

<10 -

___lmg/l gi -

(67-66-3) x x <5 __ 1 mg/i --

12V. Dichloro-bromomethane X X __ <5 1 mg/i --

13V. Dichloro-difluoromethane (75-71.8) Testing Tetn and n eporting not nt equired 11 llMg/i 14V.1,1-Dichloro- X 5 1 m i i ethane (75-34-3) X X <5 mg/l 15V. 1,2-Dichloro-ethane (107-06-2) X X <5 1 mg/l 1BV. 1,1-Dichloro-ethylene (75-35-4) X X <5 _ 1 mg/i --

17V. 1,2-Dichloro-propane (78-87-5) X X <5 __ 1 mg/i 18V. 1,3-Dichloro-propylene (542-75-6) X X <5 -1 Mg/i 19V. Ethylbenzene X x <5 __ 1 mg/i (100-41-4) Xg/

20V. Methy 183) mg/I I Bromide (74-3) Xx <10o 21V. Methyl Chloride (74-87-3) X X <5 _ 1 ug/l ! ,

LVA I-OrM;Sbl U-ZU (tS-VU) L~A -or s~ u-; ~s~uj~Ab PAGE: V V.A CONINU ONPAG V.

QT rt.JIAA1IC

EPA l.D. NUMBER (copy from Item I of Form I) OUTFALL NUMBER telrITIMI WMflFM PA('E F VA I NCD991278284 1006

1. POLLUTANT 2. MARK X' 3. EFFLUENT ___ 4. UNITS 5. INTAKE (optional)

AND CAS a. TEST') b. BE. c. BE- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE d. NO. O a. LONG TERM NUMBER ING RE. LIEVED PRE- LIEVED Al.(faalbe (ifavala) (if avilablel ffLalbeAA-a ANAL a. CNE-b CONCEN b. MASS AS AVERAGE VALUE AERG AU b..N.O NO. OF (if available) QUIR. SENT j SENT (1' (2) MASS (1) (2)MASS (1) (2)MASS YSES TRATION (1)O0'NE (2)MASS ANAL-ED . GONCENORMON C I C NTRA11ON CONENTRAmON TRATiON YSES GC/MS FRACTION -VOLATILE COMPOUNDS (continued) 22V. Methylene x x <5 1 ug/

Chloride (75-09.2) _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ __ _ _ _ ug .

23V. 1,1,2,2-Tetra-chloroethane X X <5 .- 1 ug/ --

(79-34-5) 24V. Tetrachloro- x x <.5 ethylene (127-18-4) 1 ug/l 25V. Toluene X x <5 . 1 u 26V. 1,2-Trans-Dichloroethylene X X <5 _ 1 ug/

(156-60-5) - . -

27V. 1,1,1-Trl-chloroethane X X <10 . 1 ug/ _-

(71.55-6)- - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

28V. 1,1,2-Tri-chlooethane X X <5 1 ug/1 (79-00-5)- - - _ _ _ _ _ _

29V. TrIchloro- x x <5 -_ 1 ug/l _=

ethylene (79-01-6) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _

30V. TihIor fluoromethane IeX X <5 _ 1 ug/

(75-69-4)e 31V.Vny x <5 Chloride (75-01-4) 1 ug/ l -

GCIMS FRACTION -ACID COMPOUNDS _ ______

,A phenol (95-57-8) X X <10 1 g/

2A. 2,4-Dichlono- x X <10 -1 uh-phenol (120-83-2) l _ _U g/_1 l ___

3A. 2.4-Dimethyl- xx <0--1 uh-phenol (105-67-9) l l x l < 10 _____lug/ 1 _ _

4A. 4,6-D.nitro-O x x s1 U-Cresol (534-52-1) ug/5 A.2,4-Dinltro-x phenol (51-28-5) l X

<o

<50 1 uni -

1 ug/ l 6A. 2-Nitrophenol X X <10 - 1 ug/

(88-75.5) _____10_Ug___

7A. 4-Nitrophenol x X <10 l . 1 l l (100-02-7) _____10 Ugii.

8A. P-Chloro-M- 1 ug/1 l -

Cresol (59-50-7) X X <10 9A. Pentachloro-phenol (87-86-5) l X <303Ug - - 1 ug/l l -

(108-95-2) x x <10 - 1 ug/ l -

11A. 2,4,6-Tri-choro~phnol xX <10 - 1 Ugh -

EPA0-2 For ( 150Z 190 1MJ 1 Ve rrnlll r ave EPA ForM 351 0 2C(8-90) rA%.:; V-D %,uJrl I 11rfum urll mlcv"FNZoc care r NWA Ie Q

CONTINUED FROM THE FRONT

1. POLLUTANT 2. MARK 'X' _ 3. EFFLUENT 4. UNITS 5. INTAKE (optiona_)

AND CAS .. TEST.b. BE. a. BE. a. M AXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE C.LONG TERM AVRG. VALUE d. NO. O a. LONG TERM NUMBER ING LIEVED LIEVED (if available) (if av ble) ANAL- a. CONCEN b. MASS AVERAGE VALUE b. NO. OF (if available) QUIR- SENT SENT (1) (2) MASS (1) (2)MASS (1) (2)MASS YSES TRATION (1)03NM* (2)MASS ANAL-ED [ION COENTPATION CONCNTRAION TPATON YSES GC/MS FRACTION -BASE/NEUTRAL COMPOUNDS 8.32enaphhe e Testing and reporting not equired 2B. Acenaphtylene (208-96-8)

38. Anthracene (120-12-7)

46. Benzidlne (92-87-5) 5B. Benzo (a)

Anthracene (56-55-3) 6B. Benzo (a)

Pyrene (50-32-8) _ _

7B. 3,4-Benzo-fluoranthene (205-99-2) _ _ __

8B. Benzo (ghi)

Perylene (191-24-2) 9B. Benzo (k)

Fluoranthene 10B. Bis (2-Chloro-ethoxy) Methane (111-91-1) 118. Bis (2-Chloro-ethyl) Ether (111-44-4) 12R Bs (2-Chloroiso-propyo E11w (102.&1) _ _________

13B. Bis (2-Ethyl-hexyl) Phthalate (117-81-7) I 14B. 4-Bromo-phenyl Phenyl__ _ _ _ _ _ _ _

Ether (10 1-55-3) 15B. Butyl Benzyl Phthalate (85-68-7) 16B. 2-Chloro-naphthalene (91-58-7) 178. 4-Chloro-phenyl Phenyl Ether (7005-72.3) _ _ _ I 18B. Chrysene (218-01-9) 19B. Dibenzo (a, h)

Anthracene (53-70-3) 20B. 1,2-Dichloro-benzene (95-50-1) _ _ l _ _

216. 1,3-Dichloro-benzene (541-73-1)

EPA EP.Fr Form 351 O-2 _890 3510-2C (8-90) I'A~iI PAGE: Vb V-6 ^U IlIU UiENC UUN I INUt: UN VASir- V-1 SVi7 qTr =W%1AA4V4A

EPA I.D. NUMBER (copy from Item 1 of Form 1) OUTFALL NUMBER CONTINUED FROM PAGE V-6 I NCD991278284 006 I

1. POLLUTANT 2. MARK 'X 3. EFFLUENT 4. UNITS 5. INTAKE (optional)

AND CAS a.TEST- b SE- c. s- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE d. NO. O a. LONG TERM NUMBER ING RE- LEVED LIEVED PRE-IAS. (if available) (Uav ile ANAL- a. CONCEN. b. MASS AVERAGE VALUE b. NO. OF (ifavaflable) QUIR* SE- NENT (1) l (2) MASS (1) (2) MASS (1) (2) MASS YSES TRATION (1) OOCE-J (2) MASS ANAL-EO COCNCENIEJION lENTRATIOODON C)NENI11N TPATON YSES GC/MS FRACTION -BASE/NEUTRAL COMPOUNDS (continued 228. 1,4-Dichloro-benzene (106-46-7) Testing and eporting not equired 23B. 3,3-Dichloro-benzidine (91-94-1) _ _ .

24B. Diethyl Phthalate (84-66-2) 25B. Dimethyl Phthalate (131-11-3) 268. Di-N-Butyl Phthalate (84-74-2) 27B. 2,4-Dinitro-toluene (121-14-2) 288. 2,6-Dinitro-toluene (606-20-2) 298. DI-N-Octyl Phthalate (117-84-0) . .___ . . .. =

30B. 1,2-Diphenyl-hydrazine (as Azo-benzene) (122-66-7) . _ _ I i i I _ _

31B. Fluoranthene (206-44-0) _ __________I i 326B. Fluorene (86-73.7) 33B. Hexachloro-benzene (118-74-1) _____________

34B. Hexachloro-butadiene (87-68-3) 358. Hexachloro-cyclopentadlene (77-47-4) 36B. Hexachloro-ethane (67-72-1) _________l l 378. Indeno (1,2,3-cd) Pyrene (193-39-5) 388. Isophorone (78-59-1) 398, Naphthalene (91-20-3) _ ______________

408. Nitrobenzene (98-95-3) _ _ _ _ _ ___________

418. N-Nitroso-dimethylamine (62-75-9) _ _ _ _ _________

426. N-Nitrosodi-N-Propylamine (621-64-7) - - I - IIII____.__T_ F __V:V EPA Form351 0-2 (8-90) I/AbIr: V-/ %,Wil a N WIY ml=V "XJ QC F1:W1AA1= *1I

CONTINUED FROM THE FRONT

1. POLLUTANT 2. MARK 'X _ _. 3. EFFLUENT 4. UNITS 5. INTAKE (optiona AND CAS t TEST-b. BE- e, EE- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE d. NO. OF a. LONG TERM NUMBER ING V LIEVED (iaailsble) (if available) ANAL- a. CONCEN- b. MASS AVERAGE VALUE b. NO. OF QUIR. SE NT l (2)MASS C N(1) (2) MASS (1) (2) MASS YSES TRATION ( tRTN (2)MS A L ED 0Oc~m i00C~~O OOCENJTA1IO TRATIO YSES GCIMS FRACTION -BASEINEUTRAL COMPOUNDS (continued_

43B. N-Nltro-sodiphenylamine Testing and eporting not equired (8 0-30-6) - -_ _ _ _ _ _ _ _ _ _ _ _ _ _

44B. Phenanthrene (85-01-8) 458. Pyrene (129-00-0) 46B. 1,2,4-Tri-(120-82-1) -

GC/MS FRACTION -PESTICIDES 1P. AMdrin (309-00-2) _ _ _

2P.Q -BHC (319-84-6) 3P. 8 -BHC (319-85-7) - -

4P. T -BHC (58-89-9) .

5P. a -BHC (319-86-8) ___________ l ________ __

6P. Chlordane (57-74-9) _ __

7P. 4,4-DDT (50-29-3) .__________ _ ___ .

BP. 4,4'-DDE (72-55-9) _ _ _ _ _ _ _ _ _ _ _

9P. 4,4'-DDD (72-54-8) _ _ _____ _ _ _ _ _ _ _ _ I 1OP. Dieldrin (60-57-1) 11P.Q0 -Endosulfan (115-29-7) _ _

12P. B -Endosulfan (115-29-7) . _ ________.. _-----

13P. Endosulfan Sulfate (1031-07-8) 14P. Endrin (72-20-8) 15P. Endrin Aldehyde (7421-93-4) _

16P. Heptachlor (76-44-8)

EPA Form 3510-2C (8-90) PAGE V-8 CONTINUE ON PAGE V-9 Q'M P WIAA IC V)

EPA l.D. NUMBER (copy from Htem I of Form 1) OUTFALL NUMBER CONTINUED FROM PAGE V-8 I NCD991278284 1006

1. POLLUTANT 2. MARK 'X' 3. EFFLUENT 4. UNITS S.INTAKE (optional AND CAS . TEST-b. BE- E.-E- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE d. NO. OF a. LONG TERM NUMBER jNI LIEVED LIEVED (if available) (if available) ANAL- a. CONCEN- b. MASS AVERAGE VALUE b. NO. OF RE-. IPRE- I ASl-(ifavailable) QIUIR SENTI SENT (1) I (2) MASS (1) (2) MASS (1) (2)MASS YSES TRATION (1) ONEN (2) MASS ANAL-ED ENTPON CONCJTION CONXENTPA10CN TRA1iON YSES GCIMS FRACTION- PESTICIDES (contnued) 17p Hepachlor esting and reporting not required (1024-57-3) _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _

18P. PCB-1242 (53469-21-9) _ ,

19P. PCB-1254 (11097-69-1) _ _.

20P. PCB-1221 (11104-28-2) _

21P. PCB-1232 (11141-16-5) 22P. PCB-1248 (12672-29-6) __ _

23P. PCB-1260 (11096-82-5) 24P. PCB-1016 25P. Twoxphene (8001-35-2) _ _

PAGE V-9 EPA Form 351 0-2C (8-90)

Q<r FPWWAI C 1 4

EPA I.D. NUMBER (copy from/tem 1of Form 1)

PLEASE PRINT OR TYPE INTHE UNSHADED AREAS ONLY. You may report some or all of this information on separate sheets (use the same format) instead of completing these pages. NCD986182384 SFF INSTRUCTIONS.

V. INTAKE AND EFFLUENT CHARACTERISTICS (contiudfo pg -)007 of Frm jOUTFALL NO.

PART A- You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each ouffall. See instructions for additional details.

2. EFFLUENT 3. UNITS 4. INTAKE otianao

b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE (specify TERM

1. POLLUTANT a.MAXIMUM DAILY VALUE (ifava(ibfe) _ avallable) d. NO. OF a.CONCEN- AVERAGE VALUE b. NO. OF (1) (2) MASS (1) (2) MASS (1) (2) MASS ANALYSES TRATION b. MASS (1) (2)MASS ANALYSES CONTRATnON OONCiENllA ON OONENTRAC 1 OO__ENTRA; EJ;TIONllON CONC

a. Biochemical OxygenDemand 35.0 1.3 17.5 0.7 1.9 0.07 31 mg/i kg/day (BOD)__ _ _ _

b. Chemical Oxygen Demand <10 _ 1 mg/i (COD)

c. Total Organic Carbon ffOC < 0 .50 I- mg/i -

d. Total Suspended Solds (TSS) < 1 .0 1mg e.Ammonia (as N) 0 .1 0. 004 0 .03 0. 001 0. 009 0. 0003 31 mg/i kg/day

1. Flow 0ALE

.0)21 VALUE 0.I0)13 VALUE 0.010 53VAU VALUE VALUE VALUE VALUE g.Temperature 20 14 11 15 0 C

(winteoi VALUE VALUE VALUE VALUE h.Temperature 24 24 20 17 °C (summer) i pH (sum 6.4 m e 8.7 r ) MINIMUM j8.7 6.4 IMAXIMUM 53 I STANDARD UNITS

_ -_ I__

PART B- Mark *X in column 2-a for each pollutant you know or have reason to believe is present. Mark X- in column 2-b for each pollutant you believe to be absent. If you mark column 2a for any pollutant which is limited either directly, or Indirectly but expressly, In an effluent limitations guideline, you must provide the results of at least one analysis for that pollutant. For other pollutants for which you mark column 2a, you must provide quantitative data or an explanation of their presence in your discharge. Complete one table for each outfall. See the instructions for additional details and requirements.

1. POLLU_ 2. MARK X' 3. EFFLUENT _____________4. UNITS S.INTAKE (optional)

TANT AND 2 B. b. BE. a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE a. LONG TERM b. NO. OF CAS NO. LIEVED LfEVED ____(if availbe (if available) d. NO. OF a. CONCEN- b. MASS AVERAGE VALUE ANAL-(if available) PRE. As- (1) (2)MASS (1) (2) MASS (1) (2) MASS ANAL- TRATION (1) (2) MASS YSES SENT SENT cOOcTPATION CONCENTRA _ OONR CTIONl YSES CONCENRATIONA

a. Bromide (24959-67-9) X Testing and Reporting not Zequired

b. Chlorine, Total Residual X

c. Color X

d. Fecal Coliform X

e. Fluoride (16984-48-8) X

f. Nitrate-Nitrite (as N) X Et-A Form EPA F.r 351U-ZU 3 5 104--Z^~MC Dt (8(S~U

90) rMtVgO'.2 ,

rAuar v-1 %;UrlI INUM UJN KCrV QM;)C Q'M rW%1AA1V I

ITEM V-B CONTINUED FROM FRONT

1. POLLU- 2. MARK 'X' 3. EFFLUENT 4. UNITS 5. INTAKE (optional)

TANT AND

BE- b. BE- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE C.LONG TERM AVRG. VALUE d. NO. OF a. LONG TERM CAS NO. LiEVEDLIEVED _ilable (if__ (if ava lablel ANAL- a. CONCEN- b. MASS AVERAGE VALUE b. NO. OF (ifavailable) PRE- AS- (1) (2) MASS (1) (2) MASS (1) (2)MASS YSES TRATION (1) (2)MASS ANAL-SENT SENT COCENTRAIlON OONlAON CO ENTRATON 00NCEA14iON YSES

g. Nitrogen, Total Organic x Testing and Reporting not Required

h. Oilland X Grease

i. Phosphorus (as P), Total X (7723-14-0)

j. Radioactivity (1) Alpha, X Total X (2)Beta,x Total (3) Radium, X Total (4)Radium X 226, Total

k. Sulfate (as SO,) X (14808-79-8) X I. Sulfide x (as O)X (1426545-3)

n. Surfactants X

o. Aluminum, Total

p. r um.

Total X (7440-39-3) _ I I I

q. Boron, Total X (7440-42-8) _ _ _ _ _ _ __ _ _ _ _ _ __ _ _ __ _ _ _

r. Cobalt, Total

s. Iron, Total X (7439-89-6) J

t. Magnesium, Total X (7439-95-4) X _ _

u. Molybdenum, Total x (7439-98-7) _ __I I

v. Manganese, Total X (7439-96-5)

w. Tin, Total (7440-31-5) X

x. Titanium, Total (7440-32-6) I ._ _ _____

EPA FrMl EP A For 3510-2C; (8EU 551-Z (8-90) J t'A~m V-Z v- UU Ins~s II4U oUN IN=

UI' rAe VAL=MN V-3 V-I.ZTCC PJ1tAA 1F

EPA LD. NUMBER (copy from Item 1of Form 1) OUTFALL NUMBER l CONTINUED FROM PAGE 3 OF FORM 2-C CD986182384 007 PART C - If you are a primary industry and this outfall contains process wastewater, refer to Table 2c-2 in the instructions to determine which of the GC/MS fractions you must test for. Mark WXin column 2-a for all such GCOMS fractions that apply to your industry and for ALL toxic metals, cyanides, and total phenols. If you are not required to mark column 2-a (secondary industries, nonprocess wastewater ouffafls, and nonrequired GCIMS tractions), mark WXIn column 2-b for each pollutant you know or have reason to believe is present. Mark "X" in column 2-c for each pollutant you believe is absent. If you mark column 2a for any pollutant, you must provide the results of at least one analysis for that pollutant. If you mark column 2b for any pollutant, you must provide the results of at least one analysis for that pollutant if you know or have reason to believe it will be discharged in concentrations of 10 ppb or greater. If you mark column 2b for acrolein, acrylonitrile, 2,4 dinitrophenol, or 2-methyl-4, 6 dinitrophenol, you must provide the results of at least one analysis for each of these pollutants which you know or have reason to believe that you discharge in concentrations of 100 ppb or greater. Otherwise, for pollutants for which you mark column 2b, you must either submit at least one analysis or briefly describe the reasons the pollutant is expected to be discharged. Note that there are 7 pages to this part; please review each carefully. Complete one table (al 7 pages) for each outfall. See instructions for additional details and requirements.

1. POLLUTANT 2. MARK 'X' 3. EFFLUENT 4. UNITS S. INTAKE (optional)

AND CAS , TEST-lb BE- eBE. a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE d. NO. O a. LONG TERM NUMBER INO I LIEVLIEDE (ifavailable) (if available) ANAL- a. CONCEN- b. MASS AVERAGE VALUE b. NO. OF (Effavailable)

(i vial) RE- IENISENT QUIR. AE (1) (2) MASS (1) (2) MASS () ) (2) MASS YSES TRATION (1)CON~N. (2) MASS ANAL-ED j ONENTRATION ONENTPATION OONENTRAMTON TRATION YSES METALS, CYANIDE, ANDTOTAL PHENOLS Total (7440-36.0) X Testing and Reporting not equired .

2M. Arsenic, Total (7440-38-2) X 3M. Beryllium, Total, 7440-41-7) X 4M. Cadmium, Total (7440-43-9) X SM. Chromium, Total (7440-47-3) ..

6M. Copper, Total (7440-50-8) X 7M. Lead, Total (7439-92-1) X 8M. Mercury, Total (7439-97-6) X 9M. Nickel, Total (7440-02-0) X 10M. Selenium, Total (7782-49-2) X 11M. Silver, Total (7440-22-4) X 12M. Thallium, Total (7440-28-0) . X _ _ _ _ l 13M. Zinc, Total (7440-66-6) X i 14M. Cyanide, Total (57-12-5) X 1ISM. Phenols, X T otal _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

DIOXIN 2,3,7,8 Tetra- [ DESCRIBE RESULTS chlorodibenzo-P- I Dioxin (1764-01-6) [X l

_e t ^..,I 1 Moee EPA Form 351 0-2G (8-90) P'AGE V-3 QI rW%1AAiV 7

CONTINUED FROM THE FRONT

1. POLLUTANT 2. MARK 'X' 3. EFFLUENT 4. UNITS 5. INTAKE (optional)

AND CAS *. TEST. b. BE. c. sE- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE d. NO. O a. LONG TERM NUMEER ING UEVEDLIEVED (if available) favailable) ANAL- a. CONCEN- b. MASS AVERAGE VALUE b. NO. OF (if available) QUIR. SENT SENT (1) (2) MASS (1) (2) MASS (1) (2) MASS YSES TRATION (1) COCEN- (2) MASS ANAL-ED CONC ATION CO TrRAfON OONTPATION TRATION YSES GC/MS FRACTION-VOLATILE COMPOUNDS 1V. Aaoleln (107-02-8) X Teesting and Reporting not Required 2V. Acrylonitrile (107-13-1) x 3V. Benzene (71-43.2) __ _ _ _ _ _ __ _ _ _ _ _

4V. Bis (Chloro-methyl) Ether x (542-88-1) X .

5V. Bromoform (75-25-2) x 6V. Carbon Tetrachloride x (56-23-5) 7V. Chloroben-zene (108-90-7) x 8V. Chlorodi-bromomethane X (124-48-1) X 9V. Chloroethane, 1OV. 2-Chloro-ethylvinyl Ether X (110.75-8) 11V. Chloroform (67-66-3) _

12V. Dichloro-bromomethenex (75-27-4) l l X l _ _ _ _

13V. Dichloro-difluoromethane x (75-71-8) 14V. 1,1-Dichloro-ethane (75-34-3) _

15V. 1,2-Dichloro-ethane (107-06-2) _

16V. 1,1-Dichloro-ethylene (75-35-4) __________

17V. 1,2-Dichloro-propane (78-87-5) _

18V. 1,3-Dichloro-propylene (542-75-6) X 19V. Ethylbenzene (100-41-4) 20V. Methyl Bromide (74-83-9) X _________

21V. Methyl Chloride (74-87-3) X EPA Form EPA For 3510-2C 351_U-2 (8-90)

( I90 IM.J I- I.I.r _I A=S f'Atait V- n %,%rliI rraul i

WWQ

~.rI JV F-P% 41~"

EPA I.D. NUMBER (copy from Item 1of Form 1) OUTFALL NUMBER r-nNITINURD FROM PAGE V-4 I NCD986182384 007 1 POLLUTANT 2. MARK 'X' 3. EFFLUENT =_. _4. U ITS 5. INTAKE (optiona AND CAS *. TESt b BE- e BE- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE d. NO. O a. LONG TERM NUMBER RE. UEYEOLIEVED RtE. I PRE-(& ailable) (if a ANAL- a. CONCEN- b. MASS AVERAGE VALUE b. NO. OF AS.- _ _ _ _ _ _ _ _ _ _ _ _

(if available) QUIR- SENT SENT (1) I (2) MASS (1) (2) MASS

_

(1) (2) MASS YSES TRATION (1) )CNa (2) MASS ANAL-ED CONCNTRATION I C RAlTON C CENTRATION TPRAMION YSES GC/MS FRACTION -VOLATILE COMPOUNDS (continued) hloride (75-09-2) X Testing and Reporting not Zequired 23V. 1,1,2,2-Tetra-chloroethane X (79-34-5) 24V. Tetrachioro- X ethylene (127-184) 25V. Toluene x (108-88-3) X 26V. 1,2-Trans-Dichloroethylene X (156-60-5) 27V. 1,1,1-Tri-chloroethane X (71-55-6) - _ I __ _ _

28V. 1,1,2-Tn-chloroethane X (79-00-5) - - -_ _ _ _ _ _

29V. Tdichloro- X ethylene (79-01-6) fXuorometIaI (75-69-4) 31V. Vinyl X _ _ _ ______

Chloride (75-01-4) _ _ _ _ I i i GC/MS FRACTION -ACID COMPOUNDS .

1A. 2-Chioro-phenol (95-57-8) X 2A. 2,4-Dichloro-phenol (120-83-2) X 3A. 2,4-Dimethyl-phenol (105-67-9) X 4A. 4,6-Dinitro l Cresol (534-52-1) _

5A. 2,4-Dinitro-phenol (51-28-5) X 6A. 2-Nitrophenol x (88-75-5) __________I ___

7A. 4-Nitrophenol l (100-02-7) _

8A. P-Chloro-M-Cresol (59-50-7) X 9A. Pentachloro-phenol (87-86-5) ________l l _

1 A. Phenol x (108-95-2) _______

11A. 2,4,6-Tri-chlorophenol l (88-06-2) X__ _ _ _ _ ___ _ _ _ _ _ _ _ _ _

EPA Form 3510-2C (8-90) PAGE V-5 GUNTI~t U KtVE,441t

CON.TINUIFD FROM THE FRONT

1. POLLUTANT 2. MARK 'X' 3. EFFLUENT 4. U ITS S. INTAKE (optional)

AND CAS . TESTb. t E. l. tE- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE d. NO.0 a. LONG TERM NUMBER No LIEVED LIEVED (if available)

(i RE-.

UR Ei javailable)

PRE-IAlS-SENT SENT NT SN (1) 1TRATION (2) MAS(1)

()MSENTS()()MSAPSTATION (2) MASS (1)

(ffavliabhJ (2) MASS ANAL-YSES

a. CONCEN TRATION

b. MASS AVERAGE VALUE (1) 0 0 (2) MASS

b. NO. OF ANAL (1) X N MS ES GC/MS FRACTION- BASE/NEUTRAL COMPOUNDS IB.Acenaphthene (83-32-9)

Testing and Reporting not Required

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

2B. Acenaphtyiene (208-96-8) 3B. Anthracene (120-12-7) 4B. Benzidine (92-87.5) _ _ _ _ _ _ _ _ _ _ _

SB. Benzo (a)

Anthracene (56-55-3) 6B. Benzo (a)

Pyrene (50-32-8) 7B. 3,4-Benzo-fluoranthene

'(205-9-)

88. Benzo (ghi)

Perylene (191.24-2) - - -_____

9B. Benzo (k)

Fluoranthene (207-08-9.

1OB. Bis (2-Chloro-ethoxy) Methane (111-91-1) _ I I I II 11 B. Bis (2-Chloro-I ethyl) Ether (111-44-4) 12B as (2-Chlroiso-propyl) BEw (10241) 13B. Bis (2-Ethyl-hexyl) Phthalate (117-81-7) _ _ _ _ _ _

14B. 4-Bromo-phenyl Phenyl Ether (101-55-3) I i iii 158. Butyl Benzyl Phthalate (85-68-7) 16B. 2-Chloro-naphthalene (91-58-7) __l__________

17B. 4-Chloro-phenyl Phenyl Ether (7005-72-3) _

188. Chrysene (218-01-9) _ _ _ _ _ _

19B. Dibenzo (a, h)

Anthracene (53-70-3) 20B. 1,2-Dichloro-benzene (95-50-1) 21B. 1,3-Dichloro-benzene (541-73-1) . ._ _____ _ _ _- _______

EPA Form 3510-2C (890) EPA orm 51 02C (-90)I'Ab V7 PAGEz V-6 (;UN I INUt: UN rAJ V-i qT; NWUAII: in

I EPA l.D. NUMBER (copy from Item I of Form 1) OUTFALL NUMBER CONTINUED FROM PAGE V-6 pCD986182384 1 007 I

1. POLLUTANT 2. MARK 'X` 3. EFFLUENT 4. U ITS S. INTAKE (optional AND CAS .TEST~ lb. 3E- c. ss* a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE C.LONG TERM AVRG. VALUE d. NO. OF a. LONG TERM NUMBER I RE ED (ifavailable) (ifa e ANAL- a. CONCEN- b. MASS AVERAGE VALUE b. NO. OF (ifavailable) QUIR- SENT SENT (1) (2) MASS (1) (2) MASS (1) (2)MASS YSES TRATION (1)ONC:EN- (2) MASS ANAL-ED O0 IO CONCENTflTV1N cO~NceA11ON TRAT1ON YSES GCtMS FRACTION -BASEINEUTRAL COMPOUNDS (continued) _

22B. 1,4-Dlchioro-benzene (106-46-7) Testing and Reporting not Required 23B. 3,3'-Dichloro-benzidine (91-94-1) - -

24B. Diethyl Phthalate (84-66-2) - _

258. Dimethyl Phthalate (131 .11-3)- - -

26B. Di-N-Butyl Phthalate (84-74-2) - - -

27B. 2,4-Dinitro-toluene (121-14-2) _ ._ _

28B.2,6-Dinitro-toluene (606-20-2) 298. DI-N-Octyl Phthalabe (117-84-0) _ ._ . .

305. 1,.2-Diphenyl-hydrazine (as Azo-IiiiiIi II benzene) (122-6B-7) ____ ______

31B. Fluoranthene (206-44-0) I I III 32B. Fluorene (86-73-7) - _ ____ _______ .. _- _

33B. Hexachloro-benzene (118-74-1) 34B. Hexachloro-butadiene (87-68-3) 35B. Hexachloro-cyclopentadiene (77-47-4) 36B. Hexachloro-ethane (67-72-1) 37B. Indeno (1,Z3-cd) Pyrene (193-39-5) __ _ _ _ _ _ __ _ _ _ _ _ _ __ __ ____ _

38B. Isophorone (78-59-1) 39B. Naphthalene (91-20-3) 40B. Nitrobenzene (98-95-3) _ _ _ _ _ _ _ _ _

41B. N-Nitroso-dimethylamine (62-75-9) - I I I I I I I 42B. N-Nitrosodi-N-Propylarnine EPFA Forrn 351 U-2t; (8-90) MK%2c V-7 %,%UNI IFNU= UN FQ V- M-3r I,,rF CrJNXIAM 41

CONTINUED FROM THE FRONT

1. POLLUTANT 2. MARK 'X' 3. EFFLUENT _ 4. UNITS S.INTAKE (option AND CAS a TEST- b BE. e. BE- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVRG. VALUE d. NO. OF a. LONG TERM NUMBER ING LIEVED LIEVEO (ifavailable) (ifavailable) ANAL- a. CONCEN- b. MASS AVERAGE VALUE b. NO. OF (i availab) QUIR- SENT SENT (1) (2)MASS (1) (2) MASS (1) (2)MASS YSES TRATION (1)CON. (2)MASS ANAL.

ED OD-EeimmAI OONCENTRATONOO CenN TFATION YSES GCIMS FRACTION - BASEINEUTRAL COMPOUNDS (continued) 43B. N-Nitro-sodiphenylamine Testi ng and Reporting not equired (86-30-6) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

44B. Phenanthrene (85-01.8) 45B. Pyrene (129-00-0) 468. 1.2,4-Tri-chlorobenzene (120-82-1)

GC/MS FRACTION -PESTICIDES IP. Aldrin (309-00-2) 2P.0, -BHC (319-84-6) _ _ _ _ _ _ _ _ _ _ __ _ _

3P. 8 -BHC (319-85-7) _

4P. 7' -BHC (58-89-9)

SP. 0 -tglL _

(319-86-8) 6P. Chiordane (57-74-9) 7P. 4,4'-DDT (50-29-3) 8P. 4,4'-DDE (72-55-9)

OP. 4,4-DDD (72-54-8) 10P. Dieldrin (60-57-1) l11P. -Endosulfan (115-29-7) 12P. 8 -Endosulfan (115-29-7) 13P. Endosulfan Sulfate (1031-07-8) 14P. Endrin (72-20-8) 15P. Endrnin Aldehyde (7421-93-4) _ _ _ _

16P. Heptachlor (76-44-8) _ _ _ __

EPA Fonn 351 0-2C (8-90) PAGE V-8 CONTINUE ON PAGE V19 QTP c9v8r N 1AI I'

I EPA l.D. NUMBER (copy from Item t of Form 1) OUTFALL NUMBER CONTINUED FROM PAGE V-8 FCD986182384 1 007

1. POLLUTANT 2. MARK 'X 3. EFFLUENT 4. UNITS 6. INTAKE (optiona AND CAS a. TESTb. BE- c BE. a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE C.LONG TERM AVRG. VALUE d. NO. OF a. LONG TERM NUMBER INo LIEVEOLiEVED (ifavailable) (ifavailable) ANAL- a. CONCEN- b. MASS AVERAGE VALUE b. NO. OF (if available) QUIR SENT SENT 3)- 3 23MSS (1) (2) MASS (1) (2)MASS YSES TRATION (1)CONCEN (2)MASS ANAL-ED O0NPT I OECERAN ON CO0 TIORAN TRWTION YSES GC/MS FRACTION -PESTICIDES (continued) 17P. 1Heptachlor p Epoxdde Testing and Reporting not Required (1024-57.3) 18P. PCB-1242 (53469-21-9) _ _

19P. PCB-1254 (11097-69-1) _

20P. PCB-1221 (11104-28-2) _

21P. PCB-1232 (11141-16.5) 22P. PCB-1248 (12672-29-6) 23P. PCB-1260 (11096-82-5) _

24P. PCB-1016 (12874-11-2) 25P. Toxaphene (8001-35-2)

PAGE V-9 EPA Form 3510-2C (8-90)

PTC CMIA It:^

1VC1

EPA ID Number (copy from Item I of Form 1) Form Approved. OMB No. 2040-0086 Please print or type in the unshaded areas only INCD991278284 l Approval expires 5-31-92 United States Environmental Protection Agency FWashington, 2F NPDES FApplicationADischarges DC 20460 for Permit To Discharge Stormwater Associated with Industrial Activity Paperwork Reduction Act Notice Public reporting burden for this application is estimated to average 28.6 hours6.944444e-5 days 0.00167 hours 9.920635e-6 weeks 2.283e-6 months per application, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate, any other aspect of this collection of information, or suggestions for improving this form, including suggestions which may increase or reduce this burden to: Chief, Information Policy Branch, PM-223, U.S. Environmental Protection Agency, 401 M St., SW, Washington, DC 20460, or Director, Office of Information and Regulatory Affairs, Office of Management and Budget, Washington, DC 20503.

I. Outfall Location ____':_________:_____________:_.-_-_- X _________

For each outfall, list the latitude and longitude of its location to the nearest 15 seconds and the name of the receiving water.

A. Outfall Number D. Receiving Water (list) B. Latitude C. Longitude (name)

See Attachment 7 II.Improvements l'- :.

A. Are you now required by any Federal, State, or local authority to meet any implementation schedule for the construction, upgrading or operation of wastewater treatment equipment or practices or any other environmental programs which may affect the discharges described in this application?

This includes, but is not limited to, permit conditions, administrative or enforcement orders, enforcement compliance schedule letters, stipulations, court orders, and grant or loan conditions.

4. Final

1. Identification of Conditions, 2. Affected Outfalls Compliance Date Agreements, Etc. number source of discharge 3. Brief Description of Project a. req. b. proj.

N /A _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

B. Youmayattach additional sheets describing anyadditionalwaterpoilLtion (orotherenvironmental projects which mayaffectyourdischarges) you now have under way or which you plan. Indicate whether each program is now under way or planned, and indicate your actual or planned schedules for construction.

Il. Site Drainage Map Attach asite map showing topography (or indicating the outline of drainage areas served by the outfall(s) covered in the application if a topographic map is unavailable) depicting the facility including: each of its intake and discharge structures; the drainage area of each storm water outfall; paved areas and buildings within the drainage area of each storm water outfall, each known past or present areas used for outdoor storage or disposal of significant materials, each existing structural control measure to reduce pollutants in storm water runoff, materials loading and access areas, areas where pesticides, herbicides, soil conditioners and fertilizers are applied; each of its hazardous waste treatment, storage or disposal units (including each area not required to have a RCRA permit which is used for accumulating hazardous waste under 40 CFR 262.34); each well where fluids from the facility are injected underground; springs, and other surface water bodies which receive storm water discharges from the facility.

Continue on Page 2 EPA Form 3510-2F (Rev. 1-92) Page of 3 Pagne 1 of 3 STF ENV408F.1

Continued from the Front IV. Narrative Description of Pollutant Sourcesi A. For each outfall, provide an estimate of the area (include units) of impervious surfaces (including paved areas and building roofs) drained to the outfall, and an estimate of the total surface area drained by the outfall.

Outfall Area of Impervious Surface Total Area Drained Outfall Area of Impervious Surface Total Area Drained Number (provide units) (provide units) Number (provide units) (provide units)

See Attachment =

B. Provide a narrative description of significant materials that are currenty orin the past three years have been treated, stored or disposed in a manner to allow exposure to storm water; method of treatment, storage, or disposal; past and present materials management practices employed to minimize contact by these materials with storm water runoff; materials loading and access areas; and the location, manner, and frequency in which pesticides, herbicides, soil conditioners, and fertilizers are applied.

See Attachments 10 and 11 C. For each outfall, provide the location and a descripton of existing structural and nonstructural control measures to reduce pollutants in storm water runoff; and a description of the treatment the storm water receives, including the schedule and type of maintenance for control and treatment measures and the ultimate disposal of any solid or fluid wastes Other than by discharge.

Outfall List Codes from Number Treatment Table 2F-1 See Attachment 11 V. Nonstormwater Discharges .

A. l certifyuunder penaltyof lawthattheoutfall(s) covered bythis application have been tested or evaluatedfor the presence of nonstormwaterdischarges.

and that all nonstormwater discharges from these outfall(s) are identified in either an accompanying Form 2C or Form 2E application for the outfall.

Name and Official Title (type or print) Signature Date Signed Robert T. Wilson, Jr. HNP Env. Coordinator l B. Provide a description of the method used, the date of any testing, and the onsite drainage points that were directly observed during a test.

The stormwater outtalls were visually monitored on November 14, 2 05.

No non storm water was observed at any of the outfall locations.

VM. Significant Leaks or Spills __-___-:_:_-:___._-_-:

Provide existing information regarding the history of significant leaks or spills of toxic or hazardous pollutants at the facility in the last three years, including the approximate date and location of the spill or leak, and the type and amount of material released.

There have been no reportable leaks or spills of toxic or hazardous pollutants in the past three years.

orm35102F Rev.1-9)

EPA Pae 2of EPA Fom 3510-2F (Rev. 1-92) Page 2 of 3 Continue on Page 3 STF ENV408F.2

l EPA IDNumber (copy from Item Iof Form 1)

Continued from Page 2 I NCD991278284 I VII. Discharge Information I I A, B. C, & D: See instructions before proceeding. Complete one set cf tables for each outfall. Annotate the outfall number in the space provided.

Tables VII-A, VII-B, and VII-C are included on separate sheets numbered VII-1 and VII-2.

E: Potential discharges not covered by analysis - is any pollutant listed in table 2F-2, 2F-3 or 2F-4, a substance or a component of a substance which you currently use or manufacture as an intermediate or final product or byproduct?

D Yes (list all such pollutants below) [ No (go to Section D<1 VIII. Biological Toxicity Testing Data lI._____.__ ____ ___-___

Do you have any knowledge or reason to believe that any biological test for acute or chronic toxicity has been made on any of your discharges or on a receiving water in relation to your discharge within the last 3 years?

[] Yes (list all such pollutants below) f No (go to Section D*

No toxicity tests have been performed on the storm water discharges.

IX. Contract Analysis Information Were any of the analysis reported in item VII performed by a contract laboratory or consulting firm?

Yes (lst the name, address, and telephone number of, and pollutants [] No (go to Secton )Q analyzed by, each such laboratory or firm below)

A Name B. Address C. Area Code & Phone No. D. Pollutants Analyzed TriTest, Inc. 6701 Conference Drive (919) 834-4984 All Pollutants Raleigh, NC 27607 X Certification V I certify under penalty of law that this document and aft attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

A. Name & Official Title (type orprint) . B. Area Code and Phone No.

Eric A. McCartney Plant General Manager (919) 362-2000 C. Signature D.Date Signed 5102F Pae 3of_

EPA Form 3510-2FEPA~rm(ev.1-9)

(Rev. "2) Page 3 of 3 STF ENV408F.3

EPA ID Number (copy from item I of Forn 1) Form Approved. OMB No. 2040-0086 lNCD991278284 003 l Approval expi ires 5-31-92 V1I. Discharge Information (Continued from page 3 of Form 2F)

Part A-You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.

Maximum Values Average Values (include units) (include units)

Pollutant Grab Sample Grab Sample Number and Taken During Taken During of Storm CAS Number First 20 Flow-weighted Firsl 20 Flow-weighted Events (if available) Minutes Composite Minutes Composite Sampled Sources of Pollutants Oil and Grease NOA Biological Oxygen Demand (BOD5)

Chemical Oxygen Demand (COD) .

Total Suspended Solids (TSS)

Total Nitrogen Total Phosphorus pH Minimum Maximum Minimum Maximum Part B - List each pollutant that is limited inan effluent guideline which the facility issubject to or any pollutant listed in the facility's NPDES permit for its process wastewater (if the facility is operating under an existing NPDES permit). Complete one table for each outfall. See the instructions for additional details and requirements. __

Maximum Values Average Values (include units) (include units)

Pollutant Grab Sample Grab Sample Number and Taken During Taken [uring of Storm CAS Number First 20 Flow-weighted First 20 Flow-weighted Events (ifaval~able) Minutes Composite Minutes Composite Sampled Sources of Pollutants Temperature Fecal Coliform Ammonia Copper (7440-50-8)

Nickel (7440-02-0)

Zinc (7440-66-6)

Total residual Chlorine Hydrazine Chromium (7440-50-8)

Iron (7439-50-8)

Total Suspended go__

Residue Free Available Chlorine _ ...

EPA Formn 35110-2F (Rev. 1-92) Page V\1-1 Continue on Reverse STF ENV408F.4

Continued from the Front Part C - List each pollutant shown in Tables 2F-2, 2F-3, and 2F-4 that you know or have reason to believe is present. See the instructions for additional detaik and rPndiremPnt. Crnmnlptp nnon tbhl fnr eachhitfal.

Maximum Values Average Values (include units) (include units)

Pollutant Grab Sample Grab Sample Number and Taken During Taken During of Storm CAS Number First 20 Flow-weighted Finrt 20 Flow-weighted Events (if available) Minutes Composite Minutes Composite Sampled Sources of Pollutants Part D- Provide data for the storm event(s) which resulted inthe maximum values for the flow weighted composite sample.

1. 2. 3. 4. 5. 6.

Date of Duration Total rainfall Number of hours between Maximum flow rate during Total flow from Storm of Storm Event during storm event beginning of storm meas- rain event rain event Event Event (n minuts) (in inches)

(in minutes) nches)ured and end of previous measurable rain event (gallons/minute or (aln orspecify rseiyuis units) specify units)(galons

9. Provide a description of the method of flow measurement or estimate.

Flow estimate determined by measuring the length of time it takes to fill a container of a known volume.

EPA Form 3510-2F (Rev. 1-92) Page VII-2 STF ENV408F.5

EPA ID Number (copy from item lof Form 1) Form Approved. OMB No. 2040-0086

_NCD991278284 006 Approval expi res 5-31-92 VII. Discharge Information (Continued from page 3 of Form 2F)

Part A -You must provide the results of at least one analysis for every pollutant in this table. Complete one table for each outfall. See instructions for additional details.

Maximum Values Average Values (include units) (include units)

Pollutant Grab Sample Grab Sample Number and Taken During Taken During of Storm CAS Number First 20 Flow-weighted First 20 Flow-weighted Events (ifavaila blMinutes Composite Minutes Composite SampledSources of Pollutants Oil and Grease N/A Biological Oxygen Demand (BOD5)

Chemical Oxygen Demand (COD)

Total Suspended Solids (TSS)

Total Nitrogen Total Phosphorus pH Minimum Maximum Minimum Maximum Part B - Ust each pollutant that is limited in an effluent guideline which the facility is subject to or any pollutant listed in the facility s NPDES permit for its process wastewater (if the facility is operating under an existing NPDES permit). Complete one table for each outfall. See the instructions for additional details and requirements.

Maximum Values Average Values (include units) (include units)

Pollutant Grab Sample Grab Sample Number and Taken During Taken During of Storm CAS Number First 20 Flow-weighted First 20 Flow-weighted Events (if available) Minutes Composite Minutes Composite Sampled Sources of Pollutants Temperature . -

Fecal Coliform Ammonia Copper (7440-50-8)

Nickel (7440-02-0)

Zinc(7440-66-6)

Total Residual Chlorine Hydrazine Chromium (7440-50-8)

Iron (7439-50-8)

Total Suspended _

Residue Free Available Chlorine ._ _ _ __ _ _ _ __ _ _ _ _ _ _ ._ _ _ _ _ _ ._ _ _ __ _ _ _ __._. _ _ _ _ _ _ _ _ _ _ _ _ _ _

EPA Form 35110-2F (Rev. 1-92) Page VII-1 Continue on Reverse STF ENV408F.4

Continued from the Front Part C - List each pollutant shown in Tables 2F-2, 2F-3, and 2F-4 that you know or have reason to believe is present. See the instructions for additional details and requirements. Complete one table for each outfall.

Maximum Values Average Values (include units) (include units)

Pollutant Grab Sample Grab Sample Number and Taken During Taken During of Storm CAS Number (if available)

First 20 Minutes j FlTw-weighted Composite First 20 Minutes Flow-weighted Composite Events ampled Sources of Pollutants 1- + I + 4- 4 1- + 4 + 4

4 4- 4 + 4 4 4 4. 4 4. 4 4 4- 4 4- 4 1 4 4 I 4- 4 I Part D- Provide data for the storm event(s) which rsulted in the maximum values for the flow weighted composite sample.

1. 2. 3. 4. 5. 6.

Date of Duration Total rainfall Number of hours between Maximum flow rate during Total flow from Storm of Storm Event during storm event beginning of storm meas- rain event rain event Event (inminutes) (ininches) measurable rain even t specify units) (gallons or specify units)

9. Provide a description of the method of flow measurement or estimate.

Flow estimate determined by measuring the length of time it takes to till a container of known volume.

EPA Form 3510-2F (Rev. 1-92) Page VII-2 STF EtV408F.5

Progress Energy Carolinas, Inc.

Harris Nuclear Plant National Pollutant Discharge Elimination System Permit Number NC0039586 Attachment 1 Form I - Item X - Existing Environmental Permits

Carolina Power & Light Company Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System Permit Number NC0039586 Attachment 1 Form 1 - Item X Exisling Environmental Permits Isi A Type of-: Permit Nme5 Division of Health Services Main Reservoir 633 Division of Health Services Auxiliary Reservoir 633 Division of Air Quality Synthetic Minor 08455 Division of Environmental Well Construction 2497 Management (DEM)

DEM* Well Construction 1290 DEM* Well Construction 1145 DEM* Well Construction 922 DEM* 410 Certification WQC-1198 DEM* 401 Certification WQC-214 DEM* NPDES (HNP Landfill) COC NGG 120032 DEM* Nondischarge WQ0009475 DEM* Nondischarge WQ0000584**

DEM* Nondischarge WQ0000506**

Division of Waste Management Underground Storage Tank 0-006715 Division of Solid Waste Industrial Landfill 92-10 Management Division of Water Quality NPDES (HNP/HEEC) NC0039586 (DWQ)

DWQ Laboratory Certification 398 DWQ Oil Terminal Facility 924020063 DEM* NPDES (HNP Landfill) COC NGG 120032 DEM* Nonclischarge WQ0009475 DEM* Nonclischarge WQ0000584**

DEM* Nonclischarge WQ0000506**

1

Carolina Power & Light Company Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System Permit Number NC0039586 Wake County Planning Land Use 3830 Wake County Planning Land Use 13383 Nuclear Regulatory Facility Operating License NPF63 Commission Division of Radiation Radioactive Materials License 092-0218-4 Protection US EPA Hazardous Waste NCD991278284

Since issuance of permit agency name has changed to Division of Water Quality.

- Permits held by contract disposal firm 2

Progress Energy Carolinas, Inc.

Harris Nuclear Plant National Pollutant Discharnge Elimination System Permit Number NC0039586 Attachment 2 Form I - Item Xi - Maps

r, HEEC HNP Z11,710

, 1 .

. .,

L--

,sX),

Attachment I - Form 1 - Item Xi - Map Progress Energy Carolinas, Inc.

Harris Nuclear Plant Wake County Page I of3

ClllI n4 I II % g Attachment I - Form I - Item XI - Map Progress Energy Carolinas, Inc.

Harris Nuclear Plant Wake County Page 2 of 3

Outfall 007 Attachment I - Form I - Item Xi - Map Progress Energy Carolinas, Inc.

Harris Nuclear Plant Wake County Page 3 of3

Progress Energy Carolinas, Inc.

Harris Nuclear Plant National Pollutant Discharge Elimination System Permit Number NC0039586 Attachment 3 Form 2C - Item 11 - A Flows, Sources of Pollution, and Treatment Technologies

of flow rates emergency Io service Auxiliary Reservoir Fire Protection water L 29 overflow 37 24 make-up (0061 cooling tower _ ___t t f Harris Reservoir 30 Storm pains 2

evaporative Ing e 3 58 46

__1 147 ..

25

.......

.

blow~down (04) 1F _ (00lr-1o2)

ICooling l Tower l l Settling Basin Water Pretreatment l otae Water Treatment 27 38 ',40 Waterl l221 1 j sludge sd (3 (03

_____usage Metal 0earlinn plant & HEEC sWudge

. 18 Waste used oil ILr~ tso Non-contain. Oily Make-up and Rectr ooan j_______ nser Waste & Floor Drains/lReactorCoolnt Polishing I_________Oilv Waste Se arator Demineralizers System (005) 8 12 17 43 Radwaste 1 44 Processing System liesCondensate

.Polishers l Waste Neutralization Basins

-ary A

Boilers Bi J Volume C

Volume oola Control 48 4 1 1 1 1 +1 4 1 34 Sta Generato Reactor lllCondensate Storagel lAttachment 3 -Form 2C Progress Energy Carolinas, Inc.

tryWaste 122 non-radioactive 45 _ 1Harris Nuclear Plant-Wake County, NC gTanks 23 radioacPive Schematic of Water Flow Page 1 of 6 January 2006

28 Treated water tank drains 41 Yard & roof drains Storm Drains . i56 Water treatment steam heater drains Detail A

. =Condenser water box drains 37 p Fire protection system Reactor coolant system I Secondary Waste]

_ 49 Boron recycle 51 Equipment drain Treated Hot

-- I*

- Shower Tank 23 Secondary waste Detail B 52 Floor drain

-.- -

Waste Monitor Tank Laundry hot shower L53

-0 Waste Evaporator

- 54 Laboratory Condensate Tank r _5 Filter back flush (005)

_. To combined outfall (CTB) line Boron recycle to chemical & Attachment 3 - Form 2C volume control system Progress Energy Carolinas, Inc.

Harris Nuclear Plant - Wake County, NC Schematic of Water Flow Page 2 of 6 January 2006

Carolina Power & Light Company Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System Permit Number NC0039586 Attachment 3 Form 2C - Item I1-A Flows, Sources of Pollution, and Treatment Technologies Stream Flow @ Maximum Power* Flow @ Temperature Notes Shutdown*

1 221,000 gpm 21,000 gpm Emergency/Testing/ Intermittent use 2 510 MGM 0 - 5 MGM Varies with dissolved solids 3 864 MGM 9 MGM Cooling tower make-up 4 648 MGM 4 MGM Average meteorological condition 5 0 - 14,000 gpm 0 - 14,000 gpm Cooling tower bypass line 6 500,000 gpm 0-- 284,000 gpm 7 500,000 gpm 0-- 284,000 gpm 8 300 gpm 0- 176 gpm 9 20,800 0 - 10,000 Intermittent operation 10 300 gpm - 176 gpm I 1.2 MGM 210,000 Condensate polisher regenerations and rinse (Intermittent operation) 12 24,000 gpm 0 - 16,500 gpm 13 24,000 gpm 0;- 16,500 gpm 14 315,900gpm 0-- 185,000gpm 15 315,900 gpm 0-- 185,000 gpm 16 6 MGM 5 MGM 17 208,300 208,300 18 0 0 Very infrequent operation 19 666,600 666,600 20 500 500 Auxiliary boiler drains 21 50,000 gpm 50,000 gpm Service water system 22 1,220,800 220,000 Secondary waste (Nonradiological),

alternate route 23 0 0 Secondary waste (Radiological), not normally used 24 0 -I MGM Make-up as needed 25 7,645,000 7,645,000 26 4,000,000 4,000,000 27 300 lbs/month 300 lbs/month Settling basin sludge 3

Carolina Power & Light Company Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System Permit Number NC0039586 28 3,033 3,033 Treated water tank drains 29 11,000 11,000 Fire pump test 30 8,786,200 8,786,2000 Storm drains includes rainwater and firewater 31 1.2 MGM 1.2 MGM Potable water 32 2,445,000 2,445,000 33 39,000 39,000 Reactor coolant system 34 1,200,000 1,200,000 Demineralized water 35 500 500 Demineralized water to auxiliary boilers 36 11,000 11,000 Fire pump test 37 1,167 1,167 Hydrant and drain tests 38 693,000 693,000 Plant and HE&EC water usage 39 0.2 MGM 0.2 MGM Sanitary waste 40 _ Sludge removal as necessary 41 8,340,000 8,340,000 Yard and roof drains 42 10,000 10,000 43 33,300 33,300 44 _ Makeup as required 45 1,220,800 220,000 Makeup 9 and 11 46 0.2 MGD 0.2 MGD Sanitary waste 47 413,000 413,000 Radwaste 48 10,000 gpm 10,000 gpm Boron recycle 49 67,000 67,000 Boron Recycle/CVS letdown 50 30 30 Used oil 51 75,000 75,000 Equipment drains 52 316,000 316,000 Floor drains 53 7,000 7,000 Decontaminated waste 54 6,000 6,000 Laboratory waste (chemistry) 55 4,100 4,100 Varies with number of filter backwashes 56 5 - 10 gpm 5 - 10 gpm Water treatment steam heater drains 57 120,000 120,000 Condenser water box (approximately two drains/year) 58 6,950,700 6,950,700 Low-volume waste 4

Carolina Power & Light Company Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System Permit Number NC0039586

Units: Gallons per month unless otherwise noted 5

ol ng TTF Lift Station it Station Bding m(0.001 MOD) Boat Storage L abWa eJ t P'Sump Building Building Cooling Tower 0.002 MGD Blowdown (

Filter Backwash__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Influent_____r__

(0.014 MGD)

Influent Pump StatIl Ac A-(Lagoon ond I) [

L Ob. IT1Lrnd goo

. FPoishing7Pond 2 (Lagoon 3)

(0.017 MGD) A

A Fire Pump i Once -through Ar Engine Cooling (5.000 swllons SCn -amnual)t Radiological Wastewater Holding Tank De-chlorination r Chlorination System_

I De-chlor Tablets Attachmi

.d Discharge (0.017 MGD) v I Chlorine Contact I Tank Progress Energy Carolinas, Inc.

I T.._.X V_ .. -. 0. P, r rianris "ieigy mc buvirornnvalt U-31M Wake County, NC Schematic of Water Flow Page 6 of 6 January 2006

Progress Energy Carolinas, Inc.

Harris Nuclear Plant National Pollutant Discharge Elimination System Permit Number NC0039586 Attachment 4 Form 2C - Item 11 - B Flows, Sources of Pollution, and Treatment Technologies

Carolina Power & Light Company Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System Permit Number NC0039586 Attachment 4 Form 2C - Item II-B Flows, Sources of Pollution, and Treatment Technologies HARRIS NUCLEAR PLANT The Harris Nuclear Plant (HNP) consists of a 900 MW generating unit and associated facilities.

The HNP systems include a Westinghouse pressurized water reactor, three recirculating steam generators, a turbine generator, a one-pass condenser, an open recirculating (cooling tower) cooling water system, and a lake to makeup water lost by evaporation. In a pressurized water reactor design, steam is produced in the secondary system steam generators using hot water from the reactor core. The primary system does not normally come into contact with any other part of the generating system, such as the steam cycle which includes the turbine and the condenser.

Outfall 006 - Combined Outfall to Harris Lake The HNP operates on an open recirculating cooling system using a natural draft cooling tower and 4100 acre makeup water storage reservoir. All five major wastewater discharges at the HNP are combined in a 36-inch diameter common pipe which discharges to the Harris Lake 500 feet offshore at 40 feet below the surface (Discharge Serial No. 006 in this application.) The individual waste streams contributing to the common outfall pipe are: cooling tower blowdown, sanitary waste treatment plant effluent, metal cleaning wastes, low-volume wastes, and radwaste system. (These waste streams are enumerated in the present permit as Discharge Serial Numbers 001, 002, 003, 004, and 005, respectively.) Toxicity testing has been conducted on the combined outfall line since February 1990. Each of the waste streams, as well as miscellaneous discharge points, are described in this narrative. Also included is a list of chemicals which are expected to be in waste streams from the HNP (Attachmenit 5).

Outfall 001 - HNP Cooling Tower Blowdowii discharge to Outfall 006 The cooling tower provides the condenser with a supply of water for removing the heat rejected by the condensation of steam. (The circulating water temperature rise across the condenser is 25F.) This heat is dissipated primarily by evaporation as the water falls through the tower. This evaporation is essentially pure water vapor, with the dissolved and suspended solids remaining to concentrate.

To prevent the solids from causing scale and corrosion problems, some of the concentrated cooling water is discharged from the cooling tower basin, i.e., blowdown. During plant operation, the cooling tower basin continuously discharges for optimum performance.

Blowdown currently averages approximately 6 MGD. Makeup water for cooling tower evaporative losses and cooling tower blowdown is provided from the main reservoir. The I

Progress Energy Carolinas, Inc.

Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System Permit Number NC0039586 cooling tower also serves as a partial source of service water, which is used for non-contact cooling of auxiliary equipment throughout the plant. The cooling tower is infrequently drained for maintenance. The normal operating procedure includes draining the residual water to the lake via Discharge Serial No. 006.

Occasionally, the condensers are drained for maintenance and repairs. When the condensers are drained, it is necessary to route the residual water (approximately 60,000 gallons per condenser per event) to area storm drains which discharge to the lake. This water is monitored prior to discharge for appropriate parameters required for cooling tower blowdown in accordance with the NPDES permit. Presently, condenser draining events are reported with relevant monitoring data to DWQ on attachments to monthly Discharge Monitoring Reports.

Outfall 002 - HNP Sewage Treatment Facility discharge to Outfall 006 A 0.025 MGD extended aeration sewage treatment facility serves the HNP. The facility consists of an equalization basin, aeration basin, sludge holding tanks, raw sewage holding tank, clarifiers, and chlorine contact tanks. Disinfected effluent is pumped to the common outfall pipe.

Currently, sludge is land applied off site by a contract disposal firm (Granville Farms, Inc.,

Permit No. WQ0000838, effective June 27, 2003, expiration date February 28, 2004, permit renewal application submitted). Because the HNP sewage treatment facility receives industrial type waste as well as domestic type waste, the land application of the mixed sludge meets the exemption conditions stipulated at 40 CFR Part 503.6.

In addition to sanitary waste, HVAC condensate is discharged to the sewage treatment facility.

Outfall 003 - HNP Metal Cleaning Wastes discharge to Outfall 006 Infrequently, cleaning of heat exchanger equipment by chemical solutions may be necessary.

Cleaning solutions would be routed to the waste neutralization basin for pH adjustment (or other chemical neutralization) prior to discharge to the settling basin where further treatment by sedimentation occurs. To date, the only metal cleaning which has been conducted was a preoperational flush. If a new system is added in the future or if an existing system is changed out, flushing could be necessary again. Also, metal cleaning may be needed in the future for plant systems (e.g., steam generators, auxiliary boilers, piping, etc.). Chemical solutions used may include phosphates, organic cleaners, citric acid, or oxalic acid.

Outfall 004 - HNP Low-Volume Wastes discharge to Outfall 006 In the operation of the HNP, there are many processes which result in intermittent low volumes 2

Carolina Power & Light Company Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System Permit Number NC0039586 sedimentation, and separation. These wastes may be treated in the oily waste separator and/or neutralization basin as needed prior to routing to the sedimentation basin, which ultimately discharges to the common outfall line. Chemicals present in these systems may include corrosion products (such as copper and iron) corrosion inhibitors (such as nitrites, molybdates, ammonia, hydrazine, carbohydrazide, and ethanolamine), acids and bases from water treatment processes, and wastewater from ion exchange processes and ammonium bisulfite from dechlorination. Low-volume waste flow from the settling basin averages approximately 0.2 MGD. The various low-volume waste sources are described below:

a) Water treatment system wastes from processing of demineralized water and potable water.

(The water treatment system includes coagulation, filtration, disinfection, and ion exchange. Wastes from treatment include filter backwash and demineralizer regeneration wastes.)

b) Non-radioactive oily waste, floor drains, and chemical tank containment drains.

(Turbine building wastes which could contain oil are routed to the oily waste separator for treatment prior to routing to the neutralization basin. Used oil is collected by a contractor for reclamation.)

c) Steam generator and auxiliary boiler draining following wet layup d) Non-radioactive secondary waste from condensate polishers e) Miscellaneous drains/leaks from condenser, steam generator, and secondary components f) Auxiliary boiler system blowdown g) Miscellaneous waste streams not otherwise identified elsewhere in this application.

Outfall 005 - HNP Radwaste Treatment System discharge to Outfall 006 The radwaste system is designed to collect, store, process, and release any radioactive or potentially radioactive liquids associated with operation of the nuclear power plant. The waste streams are collected in tanks and sampled for conventional pollutants and radioactivity. The specific batch treatment is selected based on these analytical results. This allows for selection of the proper treatment processes for each individual batch. Most radwaste streams are treated by the Modular Fluidized Transfer Demineralization System (MFTDS) that uses filtration and ion exchange in a manner that minimizes the production of solid wastes. Boric acid is recycled. The 3

Carolina Power & Light Company Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System Permit Number NC0039586 secondary waste system (SWS) is for treating radioactively-contaminated water from the secondary steam cycle system; however, since that system is not normally contaminated, those flows are routed to the normal low-volume waste treatment system after radiological monitoring.

After treatment, the radwaste flows are stored in one of four tanks: the secondary waste sample tank, the treated laundry and hot shower tank, the waste monitor tank, or the waste evaporator condensate tank. After monitoring to verify adequate treatment, the tanks are discharged to the common outfall line.

The cooling tower bypass line provides a flow of lake water for radwaste releases, as regulated by the NRC.

Other HNP Discharges

1. Storm Drains Runoff from parking lots, outside storage areas, roof drains, and other areas on the plant site are collected in storm drains and ultimately routed to release points which discharge to Harris Lake. Flow contributed from those areas is estimated at 8.8 million gallons per month, based on average rainfall of 43 inches per year and a runoff assumption factor of 0.7.

In addition to stormwater, a few miscellaneous sources of water are also intermittently routed to the storm drains. These sources that have a minor contribution to overall storm drain flows are as follows:

a. Upflow filter clear well drains The upflow filter clearwell stores filtered lake water which is used in the potable water treatment system. Periodically, some of the water from this tank is drained to the storm drains that discharge to Harris Lake. This water may contain low concentrations of chlorine because sodium hypochlorite is added to control biological growth in the tank prior to treatment through the upflow filter.

b. Heat exchanger on the demineralizer feedwater It is necessary to heat the source water to the demineralized water treatment system to achieve optimum degassification. To accomplish this, steam is used to heat the feedwater. The condensed steam is discharged to the storm drains that flow to Harris Lake at approximately 5 - 10 gallons per minute. This steam could contain trace amounts of hydrazine and ammonia used for chemistry control in the 4

Carolina Power & Light Company Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System Permit Number NC0039586 auxiliary boiler steam system. Due to the low flow rate and the long retention time, the temperature of the condensed steam should be at ambient temperature upon reaching the lake.

c. Condenser water box drains Prior to condenser maintenance or repairs it is sometimes (approximately twice/year) necessary to drain circulating water to the storm drains (approximately 60,000 gallons per condenser per event) that discharge to Harris Lake. This water is monitored for selected cooling tower blowdown parameters.

d. Filtered water storage tank Water from the upflow filter clearwell is treated using a micro-filtration unit for turbidity control and then stored in a tank prior to subsequent filtration (nano-filtration unit) and disinfection Occasionally, some water from this tank may be drained to the storm drains that discharge to Harris Lake. This water may contain trace amounts of chlorine.

e. Fire protection system Approximately 5000 gallons of lake water used for annual testing of the fire protection system is routed to most of the storm drains that discharge to Harris Lake. In the event of a fire, additional water could be discharged to storm drains.

f. Condenser hotwell During outages (approximately once per 18 months) it is necessary to drain the condenser hotwell for condenser maintenance and inspection. Approxmiately 70,000 gallons of this water resulting from condensed steam is drained to storm drains that discharge to Harris Lake. It may contain trace amounts of ethanolamine, 100 ppb or less of boron, and 100 ppb or less ammonia.

g. Condensate storage tank Infrequently it is necessary to drain the condensate storage tank for maintenance.

Approximately 400,000 gallons per event is drained to storm drains that discharge to Harris Lake. It may contain 200 ppb or less boron, 1000 ppb or less ammonia, and trace hydrazine.

h. Air conditioning system condensate 5

Carolina Power & Light Company Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System Permit Number NC0039586 The condensate from various building air conditioning systems flows to various storm drains to Harris Lake. The volume is generally low and is greatest in the humid summer months.

i. Service water system strainers Infrequently, when service water strainers located at the makeup pumps from the cooling tower basin are backwashed to remove biofouling organisms or debris, a small volume of service water overflows the basin and runs to the adjacent storm drain that discharge to Harris Lake.

j. Maintenance Activities During maintenance activities at the facility it may become necessary to drain all or some portion thereof of the following plant systems; normal service water, emergency service water, circulating water, potable water, and demineralized water. Maintenance activities at the facility may also require the hydrostatic flushing of system piping with discharge to the storm drain system. In addition, the facility may find it necessary to wash equipment with demineralized water with the discharge to storm drains

2. Emergency Service Water System This system primarily provides non-contact cooling water for nuclear safety-related equipment systems and during emergency conditions. The emergency service water system discharges to the auxiliary reservoir which is used as the plant"s heat sink during emergency conditions, a feature required by Nuclear Regulatory Commission regulations to provide a reliable supply of cooling water. Under normal operating conditions, the auxiliary and the main reservoirs are isolated from each other; however, the reservoirs may be connected as necessary. In addition to emergency situations, this system is used periodically for testing purposes or for containment cooling as needed. This water may contain traces of chemicals identified for the cooling tower blowdown.

6

Progress Energy Carolinas, Inc.

Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System Permit Number NC0039586 HARRIS ENERGY & ENVIRONMENTAL CENTER The Harris Energy & Environmental Center (HE&EC) includes facilities that provide support services (laboratories and training classrooms) for the HNP and other CP&L operations. The sources of wastewater at the HE&EC are domestic waste, conventional laboratory waste, cooling tower blowdown, and potentially radioactive liquid waste from the radiochemistry and metallurgy laboratories. Additionally, floor drains from several shops and storage buildings are routed to the wastewater treatment facility. All waste streams, with the exception of the radiological wastewater, receive treatment in the 0.020 MGD wastewater facility.

Components of the treatment facility include a bar screen, submersible pump station as an influent pump station, three treatment ponds, sand filtration, chlorination and dechlorination, as well as the various lift stations for the HE&EC's various buildings. The pond portion of the treatment facility consists of an aerated pond with a minimum retention time of 10 days followed by a stabilization pond, also with a minimum retention time of 10 days. The third pond is a polishing pond with a minimum 2-day retention time. Effluent from the treatment facility is discharged via the effluent discharge pipe into Harris Lake.

If necessary sludge from the treatment facility will be removed and land applied by a contractor (a contractor for sludge disposal will be chosen when needed). Because the treatment facility receives industrial type waste as well as domestic type waste, the land application of the mixed sludge meets the exemption conditions stipulated as 40 CFR 503.6 Domestic Waste The maximum domestic waste flow from the HE&EC sanitary facilities is approximately 0.014 MGD. In addition to the approximately 235 permanent employees on the site, the HE&EC, serving as a company training facility and as a visitors' center for the nearby Harris Nuclear Plant, accommodates a fluctuating population (ranging from 0 to 450 additional people per day).

Laboratory Waste Laboratory waste flow, consisting primarily of rinse water from the chemical, metallurgical, and biological laboratories, is approximately 0.001 MGD. HE&EC personnel are educated in the proper disposal of laboratory wastes and are encouraged to minimize the use of laboratory drains for chemical disposal. Most laboratory chemical wastes and virtually all oily wastes are drummed for off-site disposal. Laboratory wastes that are not drummed may go to one of two 5,000 gallon holding/neutralization tanks for visual inspection and testing before being discharged to the influent pump station.

7

Carolina Power & Light Company Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System Permit Number NC0039586 Cooling Tower Blowdown Cooling tower blowdown from the HE&EC air conditioning system averages approximately 0.002 MGD. Chemical additives include an algicide (aqueous glutaraldehyde solution) and a suspension agent. The treatment and extended retention time in the ponds should ensure no algicide is discharged to Harris Lake.

Radiological Wastewater The majority of the radiological wastewater results from the cleaning of laboratory glassware. In addition, small quantities of liquid radiochemistry laboratory samples, radioactive metallurgy laboratory wastewater (which is prefiltered with a paper cartridge to remove particulates before disposal), liquids generated from analyses of plant 10 CFR Part 61 samples, and reagents are disposed via the HE&EC radiochemistry laboratory drains to a holding tank. Approximately 5,000 gallons are discharged annually from the holding tank to the effluent discharge line below the sewage treatment plant into Harris Lake, as allowed by the radioactive materials License NO.

092-0218-4, issued by the N.C. Division of Radiation Protection.

Radiochemical analyses are performed prior to release to calculate the total activity in the waste.

These analyses include gamma spectrum analysis using intrinsic germanium gamma spectrometry systems, as well as direct analysis for Tritium, Iron-55, Nickel-63 and Strontium-89/90. Individual radionuclides have different release limits, however, the total release of all radionuclides may not exceed one curie per calendar year.

Additionally, the pH of the wastewater is determined before release. The pH must be between six and nine and is adjusted, if necessary, using 50% sodium hydroxide. The tank is agitated after addition of the sodium hydroxide, and an additional sample is analyzed to verify that the appropriate pH adjustment is achieved.

Stormwater Stormwater runoff from the HE&EC is composed of parking lot, roof, and lawn drainage. This non-industrial stormwater is not subject to the Phase I stormwater regulations of 40 CFR Part 122.

8

Progress Energy Carolinas, Inc.

Harris Nuclear Plant National Pollutant Discharge Elimination System Permit Number NC0039586 Attachment 5 Form 2C - Item VI - Potential Discharges Not Covered by Analysis

Carolina Power & Light Company Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Eliminiation System Permit Number NC0039586 Attachment 3 Form 2C - Item VI Potential 1)ischarges Not Covered By Analysis Chemical Quantity Frequency Purpose (used per year, estimate)

Alum 2500 gallons As needed Water treatment Ammonia 2000 gallons As needed pH control Ammonium Bisulfite 9000 gallons Daily C12 removal GEBETZ FOAMTROL 100 gallons As needed Foam control agent 1440 GEBETZ Flogard 1800 gallons As needed Corrosion control MS6208 GEBETZ Depositrol 7000 gallons As needed Corrosion control PY5200 GEBETZ Inhibitor AZ 7000 gallons As needed Corrosion control 8100 GEBETZ Spectrus BD Amount varies depending As needed Corrosion control 1500 on biological activity and temperature of makeup water GEBETZ Flogard MS 9000 gallons As needed Corrosion control 6222 GEBETZ Polymer 1192 600 gallons As needed Corrosion control Boron 13, 000 lbs As needed Reactivity control Detergent and Waxes 300 - 400 gallons Weekly Housekeeping Ethanolamine 7000 gallons Daily Corrosion control Hydrazine 700 gallons Daily Corrosion control Polyelectrolytes 200 - 300 gallons As needed Water treatment Sodium Carbonate or 200 - 300 lbs As needed pH adjustment Bicarbonate Sodium hypochlorite Amount varies depending 2 to 3 times / Day Biocide (15% solution) on biological activity and temperature of makeup water Sodium hydroxide 200-400 gallons As needed pH control (25%)

Sodium hydroxide 1,106,800 lbs As needed pH control and resin 1

Carolina Power & Light Company Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System Permit Number NC0039586 (50%) regeneration Sodium or Potassium 100 - 200 gallons, As needed Corrosion control Molybdate Sodium EDTA 100 - 200 gallons As needed Corrosion control Sodium or Potassium 500 clbs As needed Corrosion control Nitrite Sulfuric Acid 815,000 lbs As needed pH control and resin regeneration Potassium 200-400 gallons Daily Iron Control Permanganate 50% Citric Acid 200-400 gallons As needed System Cleaning GEBETZ 200-400 gallons As needed System Cleaning AD-20 GEBETZ' 200-400 gallons As needed System Cleaning AK-110 GEBETZ 200-400 gallons As needed System Cleaning Kleen MCT-511 GEBETZ 200400 gallons As needed System Cleaning Kleen MCT-103 GEBETZ DCL-32 200-400 gallons Daily Chlorine Removal GEBETZ Hyperspere 200400 gallons Daily Membrane MDC-700 Deposit Control GEBETZ Flogard POT 200-400 gallons Daily Corrosion control 80L Zinc Phosphate Potassium Persulfate 100 gallons Daily Analyzer Reagent 0.6M Phosphoric Acid 100 gallons Daily Analyzer Reagent 0.6 M I I 2

Progress Energy Carolinas, Inc.

Harris Nuclear Plant National Pollutant Discharge Elimination System Permit Number NC0039586 Attachment 6 Outfall 007 Form 2C - Item V - and C Intake and Effluent Characteristics

Progress Energy Carolinas, Inc.

Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System Permit Number NC0039586 Attachment 6 Form 2C - Item V Part B and C Intake and Effluent Characteristics Bromide Naturally occurring (24959-76-9)

Fecal Coliform Domestic waste Fluoride Naturally occurring (16984-48-8)

Nitrate-Nitrite Domestic waste Oil and Grease Miscellaneous oils analyzed in labs, cooking Phosphorus Naturally occurring and result of waste treatment process (7723-14-0)

Sulfate (as S0 4 ) Naturally occurring and result of waste treatment process (14265-45-3)

Boron, Total Naturally occurring (7440-42-8)

Iron, Total Naturally occurring (7439-89-6)

Magnesium, Total Naturally occurring (7439-95-4)

Molybdenum, Total Process water treatment, corrosion (7439-98-7)

Copper, Total Naturally occurring and pipe corrosion (7440-50-8)

Zinc, Total Potable water treatment additive (7440-66-6)

Chloroform (67-66-3) By-product of chlorination in drinking water I

w a: w =

Progress Energy Carolinas, Inc.

Harris Nuclear Plant National Pollutant Discharge Elimination System Permit Number NC0039586 Attachment 7 Form 2F - Item I Ouffall Locations

Carolina Power & Light Company Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System Permit Number NC0039586 Attachment 7 Form 2F - Item 1 Outfall Locations A. Outfall Number B. Latitude C. Longitude D. Receiving Water SW-A 350 38' 25" 780 57' 14" Harris Lake SW-B 350 38' 07" 780 57' 07" Harris Lake SW-001 350 38' 17" 780 57' 03" Harris Lake SW-002 350 38' 09" 780 57' 00" Harris Lake SW-003 350 38' 05" 780 56' 57" Harris Lake SW-004 350 37' 48"' 780 56' 50" Harris Lake SW-005 350 37' 47f' 780 57' 11" Harris Lake SW-006 350 37' 37" 780 57' 13" Harris Lake SW-007 350 37' 45's 780 57' 31"f Harris Lake SW-008 350 38' 08" 780 57' 36" Harris Lake SW-009 350 38' 08" 780 57' 32" Harris Lake 2

Progress Energy Carolinas, Inc.

Harris Nuclear Plant National Pollutant Discharcie Elimination Svstem Permit Number NC0039586 Attachment 8 Form 2F - Item Ill Site Drainage Map

THIS PAGE IS AN OVERSIZED DRAWING OR FIGSURE, THAT CAN BE VIEWED AT THE RECORD TITLED:

"CAROLINA POWER AND LIGHT COMPANY SHEARON HARRIS NUCLEAR POWER PLANT STORM WATER OUTFALL STUDY MARCH 1997",

WITHIN THIS PACKAGE... OR, BY SEARCHING USING THE DOCUMENT/REPORT D-01

'girl

Progress Energy Carolinas, Inc.

Harris Nuclear Plant National Pollutant Discharge Elimination System Permit Number NC0039586 Attachment 9 Form 2F - Item IV - A Narrative Description of Pollutant Sources

Carolina Power & Light Company Harris Nuclear Plant and Harris Energy & Environmental Center National Pollutant Discharge Elimination System Permit Number NC0039586 Attachment 9 Form 2F - Item IV - A Narrative Description of Pollutant Sources A. Outfall Number Area of Impervious Surface (Ac) Total Area Drained (Ac)

SW-A 0.27 5.07 SW-B 1..00 27.94 SW-001 8.74 66.05 SW-002 2'.06 14.08 SW-003 6.58 14.74 SW-004 1.54 33.27 SW-005 9.77 11.53 SW-006 '.45 25.84 SW-007 1.81 45.15 SW-008 0.48 9.55 SW-009 1.24 8.72 2

Progress Energy Carolinas, Inc.

Harris Nuclear Plant National Pollutant Discharce Elimination Svstem Permit Number NC0039586 Attachment 10 Form 2F - Item IV-B Narrative Description of Pollutant Sources Taken from Harris Nuclear Plant's Storm Water Pollution Prevention Plan

Harris Nuclear Plant/Harris Energy & Environmental Center NPDES Permit NC0039586 Storm Water Pollution Prevention Plan Material Handling and Storaqe Practices Potential sources of pollutants to storm water discharges include material receiving, storage, and handling areas; waste handling storage, and disposal areas; and runoff from inside the Protected Area. Exposure of pollutants to storm water may be a result of material storage or handling practices, or as a result of spills or leaks. Materials identified as being of greatest significance are lubrication oils, fuel oils, transformer fluids, and chemicals. Secondary containiments for oil are maintained in accordance with the Spill Prevention Control and Countermeasure Plan (SPCC Plan).

Material Handling Practices The majority of materials received at the FINP is brought to the receiving warehouse and temporarily stored in the warehouse. The majority of the materials are then loaded onto a trailer and transferred to the stores issue warehouse, bulk warehouse, or chemical warehouse inside the Protected Area. Bulk quantities of fuel oil are brought into the plant by tanker trucks and unloaded in accordance with the SPCC Plan. Liquid hydrogen, liquid oxygen, liquid chlorine, and polymer are brought to the site by tanker trucks and unloaded at the appropriate storage tank.

Material Storage Practices Lubrication Oils and Fuel Oil Major storage locations of fuel oil and lubrication oils are monitored and controlled.

Operators perform daily routine checks of oil storage and handling areas inside the Protected Area in accordance with approved plant procedures. Routine transfers of oil from delivery trucks, oil leaks and/or spills are controlled and monitored per the SPCC Plan requirements and implementing plant procedures. Outside storage of oils is contained as per the SPCC Plan.

Solid Waste Handling and Storage Chemical waste and Used Oil produced inside of the protected area is initially processed in the chemical processing area west of the paint shop. This area is sheltered from the weather and the drains in the area are routed to the Oily Waste Separator for processing.

Used Oil and waste chemical produced outside of the protected area is stored in Warehouse 6 and the Used Oil Storage airea located east of the Mobil Equipment Shop. The Used Oil Storage area contains two diked tanks for Used Oil and another diked area for small tanks and drums. Storm water in the diked area is visually inspected before release to the storm water system.

I Revison I1 1

Harris Nuclear PlantlHarris Energy & Environmental Center NPDES Permit NC0039586 Storm Water Pollution Prevention Plan The Central Hazardous Waste Storage Area is located under a shelter attached to the Chemical Warehouse. All satellite hazardous waste storage areas are either under shelters or located in plant buildings. Spill containment devices are used for the material stored under shelters and any storm water which falls into the containment usual is allowed to evaporate. Spill control and response is covered by plant procedures.

Open outside storage containers for wood and metal (steel, copper) recycling are located around the site. The containers are often moved to different work locations.

Storm water drains from the bottom of these containers as it is accumulated.

Other recycled material is collected inside of the plant buildings or in covered storage containers. Examples of recycled material include used batteries, aluminum cans, fluorescent lights and printer toner cartridges.

Two closed trash compactors are utilized for sanitary waste. Roll off containers are utilized for wood and other industrial waste. Use of these containers is addressed in the HNP Landfill Waste Management Plan. Covers are used for the roll off containers if the material may contaminate storm water.

Landfills The plant operated a landfill until December 31, 2002. The cells were closed and covered by December 31, 2003.

Waste material disposed of in the cells included wood, concrete, ashes, rubber, lunch scraps, plastics, paper, constructions rubble, cellulose materials, metal , oil sorbs, dried epoxy paint and paint wastes such as brushes, rollers, empty cans with less than 1 inch of dry solidified paint and dried paint peeled from empty cans if it is contained in a can, dry solidified industrial greases, waste activated charcoal, and waste ion exchange resins.

2 Revison 11 Revison 2

Progress Energy Carolinas, Inc.

Harris Nuclear Plant National Pollutant Discharge Elimination System Permit Number NC0039586 Attachment 11 Form 2F - Item IV-C Narrative description of Pollutant Sources Taken from Harris Nuclear Plant's Storm Water Pollution Prevention Plan

Harris Nuclear Plant/Harris Energy & Environmental Center NPDES Permit NC0039586 Storm Water Pollution Prevention Plan Site Map - Outfalls and Drainage Areas Stormwater Outfall No. Description SW-1 This outfall which discharges into the finger of the lake north of the causeway receives input starting in the plant yard near the diesel fuel oil storage tanks. It receives water from warehouse roof drains, paved and gravel parking lots, and grassed areas before the outfall.

SW-2 This outfall which discharges into the finger of the lake north of the causeway receives input starting in the plant yard under the plant output transmission lines. It receives input from gravel parking lots and the normal service water pump structure area before the outfall.

SW-3 This outfall which discharges into the finger of the lake north of the causeway receives input from the first few SW-2 inputs as the two are cross tied, the circulating pump intake structure area and paved parking lots before the outfall.

SW-4 This outfall discharges into the main lake. It receives input from the electrical distribution switchyard and the main road along the switchyard. It travels through some open ditches and along a gully before the outfall.

SW-5 This outfall which discharges into the main intake canal at the emergency service water intake structure receives input starting near the turbine building and transformer area. It receives input from plant yard areas both paved and gravel and paved parking lots before the outfall.

SW-6 This outfall discharges into a retention pond with an inverted siphon discharge which travels along an open ditch, crosses a road and travels along a gully before reaching the main lake. It starts at the northwest area of the plant yard and receives input from plant roof drains Units 3 & 4 pit areas, water treatment building, auxiliary boiler area, gas yard, neutralization and settling basin areas, water treatment tank area, both gravel, paved and grass plant yard areas, warehouse roof and drain area drains, and vehicle shop area drains before the outfall.

11 Revision I1 11

Harris Nuclear Plant/Harris Energy & Environmental Center NPDES Permit NC0039586 Storm Water Pollution Prevention Plan SW-7 This outfall discharges into the emergency service water intake channel from the auxiliary reservoir. It receives input from the gas yard, auxiliary boiler fuel oil storage area, settling basin area, and gravel plant yard before entering a ditch that travels to the outfall.

SW- 8&9 These outfalls discharge into the emergency service water discharge channel to the auxiliary reservoir. Both outfalls receive input from plant yard areas that are grassy.

SW- A&B These ouffalls receive input from nonindustrial areas that are grassy.

12 Revision 1 1 12

Progress Energy Carolinas, Inc.

Harris Nuclear Plant National Pollutant Discharge Elimination System Permit Number NC0039586 Attachment 12 Harris Nuclear Plant NPDES Application 316(b) supplement

Harris Nuclear Plant NPDES Application 316(b) Supplement HARRIS NUCLEAR PLANT NPDES REISSUANCE APPLICATION 316(b) SUPPLEMENT The Harris Nuclear Plant hereby demonstrates that they have reduced their flow commensurate with a closed-cycle recirculating cooling system. Therefore only the information required at 40 CFR Part 122 Section 122.121 (r)(2),(3) and (5) is being provided with this application.

(r)(2) Source waterphysicaldata. These include:

(i)A narrativedescriptionand scaled drawingsshowing the physical configurationof all source water bodies used by yourfacility, includingarealdimensions, depths, salinity and temperatureregimes, and other documentationthat supports your determination of the water body type where each cooling water intake structure is located; The source water body is Harris Reservoir. Harris Reservoir is a freshwater reservoir located in Chatham and Wake Counties, Norih Carolina. It was created by impounding Buckhom Creek, a tributary of the Cape Fear River. The main body of Harris Reservoir has a surface area of approximately 4,150 acres. The main reservoir has a maximum depth of 18 m, a mean depth of 5.3 m, a volume of approximately 8.9 x 107 m3 , a full-pool elevation of 67.1 m National Geodetic Vertical Datum (NGVD) [220 ft.], and an average residence time of 28 months. The reservoir began filling in December 1980 and full-pool elevation was reached in February 1983. The 40 mile shoreline is mostly wooded and the 71 square mile drainage area is mostly rolling hills with land used primarily for forestry and agriculture. A smaller 317 acre auxiliary reservoir was also built to serve as the primary source for the Emergency Cooling Water System, which is designed to remove heat from the reactor and critical components following a loss-of-coolant accident (LOCA) or a loss of off-site power.

Refer to attached maps.

Temperature'- for the past few years temperature regimes are described as follows:

Reservoir waters were slightly stratified in the Buckhorn Creek arm and in the mid reservoir during May and July and were well mixed during January and November, 2002.

Reservoir waters were stratified at all stations during May and July and were either well mixed or very weakly stratified during January and November, 2001.

Reservoir waters at all reservoir stations (except White Oak Creek arm) were strongly stratified during July and were either well mixed or very weakly stratified during January, May, and November, 2000.

lCP&L - ProgressEnergy HarrisNuclearPlantEnvironmentalMonitoring Report, 2000, 2001, 2002 1

Harris Nuclear Plant NPDES Application 316(b) Supplement

Reservoir waters at all reservoir stations (except White Oak Creek arm) were stratified during July and were freely circulating during January, May, and November 1999.

In general mid-depth reservoir temperature ranges from 6.1 - 9.8 'C in the winter to 19.9 - 22.7 'C in the summer.

(ii) Identificationand characterizationof the source waterbody's hydrologicaland geomorphologicalfeatures,as well as the methods you used to conduct any physical studies to determineyour intake's area of influence within the waterbody and the results ofsuch studies; and The 40 mile shoreline is mostly wooded and the 71 square mile drainage area is mostly rolling hills with land used primarily for forestry and agriculture. Refer to attached topographic maps for geomorphological features. Since the facility has a closed-cycle cooling system, no Proposal for Information Collection (PIC) is required to be developed and consequently no area of influence is required to be determined.

(iii) Locationalmaps.

See attached maps.

(r)(3) Cooling water intake structure data. These include:

(i) A narrativedescription of the configurationofeach ofyour cooling water intake structures and where it is located in the water body and in the water column; The plant has two cooling water intake structures but only one is equipped with cooling water intake pumps.

Cooling Tower Makeup and Emergency Service Water Intake Structure (CTMUESW)

The first structure can be called the Cooling Tower Makeup and Emergency Service Water Intake Structure (CTMUESW). It is located at the end of a canal that stems from an arm of the main reservoir. This structure is equipped with two Cooling Tower Makeup (CTMU) pumps, each rated at 26,000 gallons per minute (gpm), and two Emergency Service Water (ESW) pumps, each rated at 21,000 gpm. The structure was constructed with 14 bays but only two bays are used for the CTMU pumps and two bays are used for the ESW pumps.

The ESW pump bays have a concrete dividing wall with an eight by ten foot butterfly valve.

The dividing wall butterfly valve arrangement along with pipe valving permits operation of the ESW pumps by accessing water from either the main or auxiliary reservoir. The CTMU pump bays are each equipped with traveling screens with 3/8 inch openings. The ESW pump bays are fitted with traveling screens with 3/8 inch openings. Normal water elevation is 220 feet. The invert to the suction for the pumps is located at approximately 191.5 feet.

2

Harris Nuclear Plant NPDES Application 316(b) Supplement Emergency Service Water Intake Screening Structure The second intake structure is called the Emergency Service Water Intake Screening Structure which is located at the end of a canal coming from the auxiliary reservoir. This structure has no cooling water intake pumps and functions only as an alternate screened intake opening for water withdrawal by the two ESW pumps located at the CTMUESW. This structure has traveling screens with 3/8 inch openings. The normal water elevation in the auxiliary reservoir is 250 feet and the invert to the conveyance pipes is approximately 233.3 ft. in elevation. The structure does have two screen wash pumps (@ 500 gpm) which are operated about an hour per year each; two fire protection system pumps (@ 3000 gpm) which are operated about 12 hours1.388889e-4 days 0.00333 hours 1.984127e-5 weeks 4.566e-6 months per year each; and one fire jockey pump with negligible flow rate and run time.

(ii) Latitude and Longitude in degrees, minutes, and secondsfor each ofyour cooling water intake structures; The CTMUESW structure is located at approximately 350 37' 49" N and 780 57' 13" W. The Emergency Service Water Intake Screening Structure is located at approximately 35° 37' 48" N and 780 57' 20" W.

(iii) A narrativedescriptionof the operation of each ofyour cooling water intake structures, including design intakeflows, daily hours of operation, number of days of the year in operation andseasonable changes, if applicable; The CTMUESW structure has a design flow of 135.38 MGD (Table 1). This includes the two cooling tower make-up pumps and the two emergency service water pumps. This intake is utilized mainly to withdraw cooling tower makeup water, however it has the capability to withdraw emergency cooling water from either the Harris Reservoir (main reservoir) or the auxiliary reservoir. Usually one cooling tower make-up (CTMU) pump is in operation to provide cooling tower make up water (37.44 MGD) with the other pump functioning as a back-up. One CTMU pump is generally in use when the plant is in operation. The plant is generally in operation 24 hours2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months per day for an average of about 329 days per year. 2 The two ESW pumps are intended for emergency use only but are tested periodically to ensure reliable operation. Typically, one or the other ESW pump draws water from the auxiliary reservoir through the Emergency Service Water Intake Screening Structure about 4 days per quarter and draws water through the CTMUESW structure from the main reservoir about 10 days per year.

2 Based on Capacity Utilization Rate of 90%

Harris Nuclear Plant NPDES Application 316(b) Supplement (iv) A flow distributionand water balance diagram that includes all sources of water to the facility, recirculatingflows, and discharges; Refer to water balance schematic provided with the NPDES reissuance application.

(v) Engineeringdrawings of the cooling water intake structure See attached drawings (r)(5) Cooling watersystem data.

(i) A narrativedescriptionof the operationof the cooling water system, its relationshipto cooling water intake structures, the proportion of the design intakeflow that is used in the system, the number of days ofthe year the cooling watersystem is in operationand seasonal changes in the operation of the system, if applicable; The facility maintains a closed-cycle recirculating cooling water system. The closed-cycle cooling system consists of a natural draft, hyperbolic cooling tower that provides a heat sink for the recirculating condenser cooling water and the normal service water systems. The normal service water is withdrawn from the closed-cycle cooling water system (cooling tower basin) and provides cooling water to various plant components and systems. During normal operation, one CTMU pump supplies all the necessary makeup water (37.44 MGD) for the closed-cycle cooling system in order to restore losses due to drift, evaporation, blowdown and internal consumption. Infrequently, in drought years, the CTMU pumps are also used to transfer water from the main reservoir to the auxiliary reservoir. Additionally, during periods of extreme cold weather, heated cooling water may be discharged to the auxiliary reservoir in order to ensure that ice does not build up at the emergency cooling water intake screening structure. The closed-cycle recirculating cooling system is generally in operation when the plant is in operation. The plant generally is in operation an average of about 329 days per year. The closed-cycle recirculating system has a blowdown that averages approximately Four3 MGD per month.

The two ESW pumps are intended for emergency use only but are tested periodically to ensure reliable operation. Typically, one or the other ESW pump draws water from the auxiliary reservoir about 4 days per quarter and draws water from the main reservoir about 10 days per year. This amount totals approximately 786 Million Gallons/year 4 . This water is conveyed through critical plant components and discharged back to the auxiliary reservoir by the ESW discharge canal.

3 Based on monthly average flows for previous 2.5 years.

430.24 MGD X 4 days/qtr. X 4 qtr./yr. = 483.84 MG/yr.; 30.24 MGD X lOdays/year = 302.4 MG/yr. 483.84 +

302.4 = 786.24 MG/yr. Use 786 MG/yr.

4

Harris Nuclear Plant NPDES Application 316(b) Supplement Under normal operating conditions, the recirculating (internal) cooling water flow is 774.15 MGD. This total includes recirculating cooling water (702.15 MGD) and Normal Service Water (NSW, 72.0 MGD) flows apportioned as follows:

3 circulating water pumps @ 234.05 MGD each 1 NSW pump @ 72.0 MGD The design flow is 846.15 MGD (Table 2).

(ii) Design and engineering calculationspreparedby a qualifiedprofessionaland supporting data to support the description requiredby paragraph(r)(5)(i) of this section.

Calculations and references for information are provided.

Harris Nuclear Plant NPDES Application 316(b) Supplement Table 1 - Intake Pump Design Cooling Tower Make-up Pumps GPM MGD Total MGD

Two Pumps 26,0007}/pump 37.446/pump 74.9 Emergency Service Water Pumps

Two Pumps 21,000-'/pump 30.24°/pump 60.48 135.38 Table 2 - Cooling System Recirculating Water Design Condenser Cooling Water Pumps GPM MGD Total MGD

Three Pumps

162,5339/pump 234.05' 0/pump 702.15 Normal Service Water

Two Pumps 50,000/pump 72.0' 2 l/pump 144.0 846.15 5

ProgressEnergy HarrisFinalSafety Analysis Report Section 3.8 626,000 gals./minL X 60 mins./ hr. X 24 hrs./ day X 1 MG/l,000,000 gals. = 37.44 MGD/pump 7

ProgressEnergy HarrisFinalSafety Analysis Report, Section 3.8 s 21,000 gals./min. X 60 mins./ hr. X 24 hrs./ day X I MG/1,000,000 gals. = 30.24 MGD/pump 9 ProgressEnergy HarrisFinalSafety Analysis Report Table 10.4.5-3 10 162,533 galsidmin. X 60 minsJ hr. X 24 hrsJ day X 1 MG/1,000,000 gals. = 234.047 MGD/pump i"ProgressEnergy HarrisFinalSafety Analysis Report, Table 9.2.1-2 12 50,000 gals./min. X 60 mins./ hr. X 24 hrs./ day X It MG/1,000,000 gals. = 72.0 MGD/pump I

Harris Nuclear Plant NPDES Application 316(b) Supplement Demonstration of Flow Reduction Commensurate With A Closed-Cycle Recirculating System

§ 125.94(a)(1)(i) of the Phase II 316(b) regulation allows a determination of best technology available for minimizing adverse impact for a facility that demonstrates they have reduced their flow commensurate with a closed-cycle recirculating system. In this case the facility also is deemed to have met the applicable performance standards. The Harris Nuclear Plant maintains a closed-cycle recirculating cooling system and therefore has reduced their flow commensurate with a closed-cycle recirculating system.

Flow reduction by the Harris Plant can be determined as follows:

The design flow of the recirculating cooling system is 846.15 MGD as previously explained. Assuming a 365 day/year operation this results in an annual flow of approximately 308,844.75 Million Gallons / year' 3 or if the plant operated a once-through cooling system they would withdraw approximately this amount per year. The plant actually is designed to withdraw the following amount per year assuming no emergency withdrawal is needed:

Annual volume CTMU 74.9 MGD Design 27,338.5'4 MG 37.44 MGD Actual Operation 13,665.6" MG ESW _ _ _ __ 786 MG Design Total _ 28,124.516 MG Operation Total ___ 14,451.6" MG

_ _ _ _ _ I _ _ _ _ _ _ I _ _

Proportioning the recirculating water (hypothetical once-through) to the amount actually withdrawn by the closed-cycle system, a flow reduction of approximately 91 %ISis realized. Since generally only one CTMU pump is in operation a more realistic flow reduction is approximately 95 %19. Either way a flow reduction of 90% or better is certainly commensurate with those flows generally achieved by closed-cycle recirculating systems on a fresh water system.

3 846.15 MG/D X 365 days/year = 308,844.75 MG/year 14 74.9 MG/D X 365 days/year = 27,338.5 MG/year 15 37.44 MG/D X 365 days/year = 13,665.6 MG/year 16 27,338.5 MG/yr. + 786 MG/yr. = 28,124.5 MG/year 17 13,665.6 MG/yr. + 786 MG/yr. = 14,451.6 MG/year Is 308,844.75MG -28,087.5 MG = 280,757.25 MG; :280,757.25/308,844.75 = 0.909 or 91% reduction 19308,844.75 MG - 14,414.6 MG = 294,430.15 MG; 294,430.15/308,844.75 = 0.953 or 95% reduction 7

New Hill Quadrangle 1993 0 0.2 0.4 0.6 0.8 1 i coI I

HNP-06-031, Notification of NPDES Permit Renewal Application: Difference between revisions

Revision as of 23:11, 23 November 2019

Text

Subject:

Dear Mr. Goodrich:

Navigation menu

HNP-06-031, Notification of NPDES Permit Renewal Application: Difference between revisions

Revision as of 23:11, 23 November 2019

Text

Subject:

Dear Mr. Goodrich:

Navigation menu

Search