Text

Forward Attached Copy of Renewal Application for National Pollutant Discharge Elimination System (NPDES)
	ML042600316
Person / Time
Site:	McGuire, Mcguire
Issue date:	09/07/2004
From:	Gordon Peterson; Duke Power Co
To:	; Document Control Desk, Office of Nuclear Reactor Regulation
References
	Download: ML042600316 (91)
	v • d • e

Duke PaPower A Duke Energy Company GARY R. PETERSON Vice President McGuire Nuclear Station Duke Power MG01 VP / 12700 Hagers Ferry Road Huntersville, NC 28078-9340 704 875 5333 704 875 4809 fax grpeters @duke-energy. corn September 7, 2004 U. S. Nuclear Regulatory Commission Document Control Dcsk Washington, D.C. 20555

Subject:

McGuire Nuclear Station Docket Nos. 50-369, 50-370 Please find attached a copy of the renewal application for National Pollutant Discharge Elimination System (NPDES) Permit Number NC 0024392. This request was submitted to the North Carolina Department of Environment and Natural Resources on August 30, 2004.

Any questions regarding this submittal should be directed to Kay Crane, McGuire Gary R. Peterson Cool www. duke-energy. corn

U. S. Nuclear Regulatory Commission Document Control Desk September 7, 2004 Page 2 cc:

Mr. J. J. Shea, Project Manager Office of Nuclear Reactor Regulation U.S. Nuclear Regulatory Commission Washington, D.C. 20555 Mr. W. D. Travers, Regional Administrator U.S. Nuclear Regulatory Commission Region II Atlanta Federal Center 61 Forsyth St., SW, Suite 23T85 Atlanta, Georgia 30303 Mr. Joe Brady Senior Resident Inspector McGuire Nuclear Station

Duke afPower.

A Duke E Gu snpan August 30, 2004 McGuire Nuclear Station 12700 Hagers Ferry Road Huntersville, NC 28078 Mr. Charles H. Weaver Jr.

North Carolina Department of Environment and Natural Resources Division of Water Quality NPDES Unit 1617 Mail Service Center Raleigh, NC 27699-1617

Subject:

Duke Energy Corporation/McGuire Nuclear Station Renewal Application for NPDES Permit #: NC 0024392 Mecklenburg County Record#: MN006121 Certified Mail: 7003 3110 0003 4360 2728

Dear Mr. Weaver:

Duke Power, McGuire Nuclear Station submits the following NPDES permit renewal application for NPDES Permit Number NC 0024392, which expires February 28, 2005.

The attached permit application consists of 3 copies of the following documentation:

1. EPA Form 1

2. EPA Form 2C - including:

locations of each outfall

a flow diagram showing water flow through the facility (see Appendix 1)

a description of operations contributing wastewater to each outfall average flow from each operation where available and quantifiable

the type treatment received by the waste water

a listing of intermittent or seasonal discharges with frequency and flows

analytical analysis for each outfall as required including Intake analysis

a discussion of analysis performed and results (see Appendix VI)

3. Additional, more detailed information concerning the operation of our waste water system is included in the enclosed document entitled Supplemental Information For McGuire Nuclear Station. See Appendix II

4. Requested chemicals to be excluded under 40 CFR 117, Clean Water Act, Section 311 Exclusion. See Appendix III.

5. A Topographical map showing the location of each outfall. See Appendix IV.

6. A Site Map showing the location of each outfall and other features of the site. See Appendix VIII.

316 (a) Thermal V'ariance McGuire Nuclear Station requests continuation of its 316 (a) thermal variance of 99 DEG F for the months of July - September. The site currently has an approved lake monitoring plan in support of our 316 (a) thermal variance and we request continued approval of our monitoring plan. A copy of the results of our lake monitoring program is sent annually to the Chief of the Division of Water Quality. Should you desire a copy of the data submitted last year or more current data please contact John Williamson by phone at 704-875-5894, or via e-mail at jcwillia~aduke-energv.com.

Requested Permit Changes McGuire Nuclear Station requests the following permit change:

Make all quarterly toxicity sampling monitoring dates the same (i.e., JAN, APR, JUL, OCT). Currently Outfalls 001 and 002 are sampled FEB, MAY, AUG and NOV which are odd quarters. Making the sampling dates on the standard quarter system will make keeping up with sampling dates easier.

Administrative Limits on Boron, Ethylene Glycol and IHydrazine In 1983, Duke Power and NCDNRCD proactively agreed upon in-stream administrative limits for boron, hydrazine and ethylene glycol (reference Appendix V). This agreement was developed before water quality based limitations such as toxicity monitoring were implemented in the MNS NPDES permit. Hydrazine is currently limited for Outfalls 001, 002, and 004 (monitor and report only) while boron and ethylene glycol are not mentioned in our current permit.

We no longer dispose of large amount of ethylene glycol through our waste water system as indicated in the agreement formulated in 1983. Boron is still used by the plant and our sampling and supplemental information describe the usage of Boron in our operations.

We currently have administrative limits in our Chemistry Procedures that reflect the 1983 agreement between NCDNRCD and Duke. We plan on removing these administrative limits from our procedures and will be monitoring based on the limits in our new permit only.

We will be happy to provide further information or discuss this further at your convenience.

McGuire Nuclear Station 316 (b) Review In conjunction with the rulemak-ing process for the new Phase II 316(b) rule pertaining to fish impingement and entrainment, historical data and permitting records were reviewed.

Initial 316(a) and 316(b) studies associated with enactment of the Clean Water Act concluded that the location, construction capacity, and design of the cooling water intake were not detrimental to the aquatic ecosystem and minimize adverse environmental impacts. Both North Carolina and EPA regulators concurred in 1984 that 316(b) fish impingement and entrainment studies were needed at that time. Although the new Phase II 316(b) rule for existing facilities is currently being litigated, plans for information collection (PICs) are being developed to conduct a Comprehensive Demonstration Study (CDS) to determine required measures to be implemented per approval of NCDENR.

Sludge Management Sludge generated during the operation of the sites waste water system is disposed of as indicted in Appendix VII, Sludge Management.

Please review this NPDES permit application package at your earliest convenience. We would be glad for the permit ^sTiter assigned to develop our permit to visit the site and discuss our waste water operations with personnel who are knowledgeable with its operation first hand. If a site visit is not possible we would be glad to come to Raleigh to discuss any concern or issues you may have.

This permit renewal package is being submitted at least 180 days prior to the permit expiration data as required by NC GS 143-215.1 (C).

Should you have questions concerning this permit application please contact John Williamson by phone at 704-875-5894, or via e-mail at jcwillia(duke-energy.com.

Gary R. Peterson Site Vice President Duke Power McGuire Nuclear Station Attachments cc:

Margaret Barrow Gary Sain Robert Wylie Kay Crane

Please print or type in the unshaded areas only 17-nIkAD hi-13rAnfrQr_

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FORM U.S. ENVIRONMENTAL PROTECTION AGENCY

1. EPA I.D. NUMBER IGENERAL NFORMATION

.T

_'A CJ Consolidated Permits Program GENERAL l

(Read the MGeneral Insiructions` before starting.)

1 2

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1. EPA I.D. NUMBER FL N

.111. FACiLITY NAME

-V. FACILITY MAILING LIST PLEASE PLACE LABEL IN THIS SPACE

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- .,*,.-..A GENERAL INSTRUCTIONS e

If a preprinted label las been 'rovided affix it in the designated space., Review the information carefIly;.'

any-Gof' i-t Is' Incorrect cross throuigh It and'enterwthe correct data in the 'afropriate fillin area below. Also, if any of.the preprinted data is-absent {the area.to;the le fof,.the label.

space lists the Informaion l'hats should appear) please provide It In the proper fill-In areals) below.-If the label.Is complete and correct you need not complete Items; I, 111, V, and VI(except Vl-B which must be completed regardless). Cornplete.all Hems' If no label has been proved.-. Refer to the'

'instructions for detailed Item descnrptions

'and for the legal authorization'under which this data is conlected.& sa a FACILITY LOCATION

11. POLLUTANT CHARACTERISTICS'.

II

,INSTIUGCTIONS: Complete A through J to determine whether you need to submit any permit application forms to the EPA. If you answer.yes'. to any questions, you must submit this form and the supplemental from listed In the parenthesis following the question. Mark AX-In the box In the third bolumn if the supplemental form Is attached. If you answer no' to each question yo need not submit any of these forms. You may ansWer. no. I your activity is.

excluded from nermit reauirements: see Section C of the InstructionsŽ See also. Section D of the instructions for definitions of bold-faced terrnm" a

S'-

..: MARK. X. r7, MARK 'X">

PECIIFI QUESTIONSS SPECIFIC QUESI ONS

-_FORM-..

A Ishifcltyaubilow dteantYES NO FORM NOPCII QETIN

____________________ATTACHED ATTACHE publicy owned tretment worksB.

Does or will this acility (either existing or which results in a discharge to waters o prposed) include a concentrated animal O

1

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US.? (FORM 2A) feeding operation or aquatic animal

-.production facility which results in a discharge

_6 17

_18_-:

to waters of the U.S.? (FORM 2B) 19-20 2t1o.

C. Is this tacility which currently results in Mi l

D.. Is this proposal facility (other than those descnbed li IY discharges to waters of the U.S. other thanLin A or B above) which will result In a discharge those descnbed in A or B above? (FORM I )

22 23 24-to waters of the U.S.? (FORM 2D) -

25 I6 27 E. Does or will this facility treat. store, or dispose of F. Do you or will you inject at this facility industrial or hazardous wastes? (FORM 3)

O 3

[]

municipal effluent below the lowermost stratum containing, within one quarter mite of the well v

bore, underground sources of drinking water?

28 29 30-(FORM 4) 31 32 33.

G. Do you or will you injert at this facility any H. Do you or will you inject at this facility fluids for produced water other f.uids which are brought to special processes such as mining of suffer by the the surface hI connection with conventional oil or

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Frasch process, solution mining of minerals, In

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natural gas production, inject fluids used for situ combustion of fossil fuel, or recovery of enhanced recovery of oil or natural gas, or inject geothermal energy? (FORM 4) fluids for storage of liquid hydrocarbons?

¶FORM4)

-.34 35s

.38

'-.39.

s this facility a proposed stationary source Is

,tsthis tacility a proposed stationary. source which is one of the 28 industrial categories listed which is NOT one the 28 Industrial categories i-I in the instructions and which will potentially emit IkJ isted In the instructions and which will potentially LJib i

100 tons per year of any air pollutant regulated emit' 250 tons per-ear. of. any air, pollutant under the Clean Air Act and may affect or be regulated under Ihe an Air Act and may affect iocated In an attainment area? (FORM 5) 41 42 orbelocated ian attainment are? (FORM 5) -

43, -44 i5 111.

NAME OF FACILITY C KIP Duke Power, McGuire Nuclear Station AV. FACILITY CONTACT A. NAME & TITLE Past-first, &

Aile i

- B. PHONE (area code & no).) t-j,

c Williamson, John C. Scientist, McGuire EHS 704 875 5894

,.V. FACILITY MAILING ADDRESS 1--'-

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STREETOR P.O.

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12700 Hagers Ferry Road, Mailcode: MGO1EM B. CITY ORTOWN 1-

-f'C. STATE D.ZIP CODE c

Huntersville

_2NC 28078 15 16 4t 41 47 St 5'

VI. FACILITY LOCATION::

'A. STREET, ROUTE NO. OR OTHER SPECIFIC IDENTIFIER c'--'~-~

12700 Hagers Ferry Road IS _I 1

__. ___.__..,-:_____>t B. COUNTY NAME Mecklenburg 46 70 C. CITY OR TOWN

-D.

STATE E. ZIP CODE F COUNTY CODE C

Huntersville NC 28078 NA 15 1 16 1

42 47 51 52 54 EPMA FORNI 3510-1 (8-90)

CONTINUED ON REVERSE

CONTINUED FROM THE FRONT VII..SIC CODES (4-digit, in order of priority) ;

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FIRST-"- -

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-' B. SECOND i C.- 4911 (specify) 7 l (specify)

I Electric Services 7.l

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16 C.THIRD-FOURTH l(specify)

.- 7(seiy VIII.OPERATOR INFORMATION,-C i.

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Ž.;' 'A.NAME--

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Is the name listed In Items:

Duke Energy

'C:STATUS OF OPERATOR"(Enterthe appropriate letterinto the answerbox'clf fOtherspedfy.).

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..a. D. PH NE (area code & no.a z

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F_ FEDERAL, -,,-

M = PUBLIC (other than federal orstate)

(specify) tC 704 875 5894

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'A'i'V O7X 0 = OTHER (specify)

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E. STREET OR PO BOX k.,

422 South Church Street-r4-X.;>-

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G STTE H. ZIP CDE K

. INDIAN LAND --

R Charlotte NC 28201 Is the facility located on Indian lands?

Xi EXISTING ENVIRONMENTAL PERMITS:--4 w'sANPDES (Disrges to Surface Water DPSD Air Emissions from PrPosed Sources} ;..R!*-

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1 02-149-269 - Air Permit "i MAPI~'-

-I Attach t6 t his appic'ation a to graphic'map of the uarea extending t Iat least onie mile. eyond'propert rbourdana-h pmuet uiieof the facilit;theloof

'existi gad prp sintakeand' ischarge structures"eachf

'ha'zaretreatmetstorage'or' disposal facifltites,"and each weli,'wlere it.iInjects,fluidsundergrotindsiklude I zitnve' arid the s'urface water'b'odies in the map area. iSee i rs ?is t6 q

r XII. NATURE"OF BUSINESS (provide a' brief description Steam Electric Generating Facility using Nuclear Fuel.

XIII: CERTIFICATION f(see'instructions),'

'^ certfy, under penalty of law that I have personally examined and am familiar with the inforrnation submitted, intthiis applicatioW'bd.

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A. NAME & OFFICIAL TITLE (type or print)

DB.

U C.QTE GNED Gary R. Peterson, McGuire Site Vice President COMMENTS FOR OFFICIAL USE ONLYE r15 1

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_,i EPA FORM 3510-1 (8-90)

I EPA I.D. NUMBER:

NC0024392 I

rFrm Approved:

0MB No. 2040-0086 Approval expires 8-31-98.

Please print or type in the unshaded areas only.

FORM U.S. ENVIRONMENTAL PROTECTION AGENCY 2C E

DA APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER

~EPA EXISTING MANUFACTURING, COMMERCIAL, MINING AND SILVICULTURAL OPERATIONS NPDES Consolidated Permits Program I Outfall Location l

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 D. Receiving Water (name)

Number

1. DEG.

2. MIN

3. SEC

1. DEG.

2. MIN

3. SEC 001 35 26 03 80 56 50 Lake Norman 002 35 25 57 80 57 20 Catawba River 004 35 26 03 80 56 50 Lake Norman Via Outfall 001 005 35 25 57 80 57 20 Catawba River 006 Lake Norman / Catawba River via any outfall II. Flows. Sources of pollution, and treatment technologies A. Attach a line drawing showing the water flow through the facility. Indicate sources of intake water, operations contributing wastwater to the effluent, and treatment units labeled to correspond to the most 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 activities),

provide a pictorial description of the nature and amount of any sources of water and any collection or treatment measures.

8. 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; (3) The treatment received by the wastewater.

Continue on additional sheets if necessary.

1. Outfall No.

2. Operation's) Contributing Flow l

3. Treatment (Ust)

a. Operation (list)

b. Average Flow

c. Description

d. List Codes From (including units)

c. D srpi nTable 2C-I 001 Once Through Cooling Water 2626 MGD 4-A Inputs:

Condenser Cooling Water (RC) 2604 MGD Once through cooling water for plant use from Lake Norman Low Pressure Service Water (RI) 10.8 MGD Once through component cooling water for Service Building. Drawn off of the RC System Crossover lines Nuclear Service Water (RN) 22.2 MGD Once through component cooling water for Reactor and Aux Buildings. From Lake Norman LLI Liquid Radwaste (WM) 0.0079 MGD See Outfall 004 Low Level Intake (LLI) 144 M13D Once through cooling water. Used during hottest summer months to meet discharge temp limit. Only used an average of5 days per year.

Ventilation Unit Condensate Drain Tank 0.001544 MGD Ventilation Unit condensate from Reactor (VUCDT)

Building ventilation RN System Back flushing with CA water Variable RN lines are periodically back flushed with CA water to reduce fowling of piping due to silt I mud buildup during certain times of the year.

Storm Drains Unknown Stormwater runoff from discharge canal storm drains. Covered under Stormwater Permit NCS000020 Page I of 5

CONTINUED FROM PREVIOUS PAGE

1. Outfall No.

2. Operation's) Contributing Flow 1

3. Treatment (List) aOprto(ls)b.

Average Flow c.Dsrpind.

List Codes From

a. Operation (list)

(including units)

c. Descripton Table 2C-1 002 Waste Treatment System 0.3485 MGD I-U Inputs: Waste Treatment Ponds Waste Treatment Ponds for Physical Chemical 2-K Treatment Turbine Building Sumps Variable Sumps (2) In Turbine Buildings. See 4-A supplemental info for inputs into the sumps.

Floor Drains Variable Floor Drains (various in plant) to WC 2-B System. See supplemental info for inputs Water Treatment Room Sump Variable Sump in Water Treatment Room (TB 1-0 Basement) to WC. See supplemental info for a description of inputs Demineralizer Regen Waste Variable Regen Waste From Demineralizers (sulfuric acid and sodium hydroxide) See supplemental info for more details Lab Drains Variable Inputs from Lab Sinks in plant Steam Generator Blowdown Variable Steam Generator Blowdown at 200 gpm.

See supplemental info for more details.

Wet Lay-up Solutions Variable Wet Lay-up Solutions (for Steam

.__._Generators)

See supplemental info Closed Cooling Water Systems Variable Closed Cooling Water Systems. Contain corrosion inhibitors. See supplemental info for more details.

Landfill Leachate Variable Rainwater runoff to the leachate pond from the Landfill. Goes to WC.

Oil Water Seperators Variable Water from Oil Water Separators in MOC, OSF. Garage Standby Shutdown Facility Variable Standby Shutdown Facility Sump Island Lab Waste Variable Lab sink discharges from Island Labs NDE Photographic Waste Variable NDE Photographic Waste (from Radiography). See Supplemental Info for more details.

Island HVAC Coofing Towers Variable Discharges from Island HVAC Cooling Towers. Normally condensate but may contain some corrosion inhibitors.

Filter Backwash Variable From YF system. See supplemental info under Outfall 002. Filtered Water System.

Lincoln CT Turbine Blade Wash Variable Lincoln CT Turbine Blade Wash (about once every 5 years)

Page 2 of 5

CONTINUED FROM PREVIOUS PAGE

2. Operation's) Contributing Flow l

3. Treatment

1. Outfall No.

(List)

b. Average Flow

d. List Codes From (induding units)

Table 2C-I 002 Low Volume Chemical Cleaning Variable Low Volume Chemical Cleaning of Heat (Continued)

Exchangers. Approximately 8,000 gallons to WC during each outage (max twice a year). Evaluating effectiveness. May discontinue.

004 Radwaste System Inputs: To Waste Monitor Tank

.0079 MGD Radioactive waste water releases occur from 4-A this tank in batch. All radioactive limits per NRC licensing requirements.

Chemical Volume & Control Tank Variable See supplemental info Outfall 004 2-J Waste Evaporator Feed Tank Variable See supplemental info Outfall 004 I.Q Floor Drain Tank Variable See supplemental info Outfall 004 Hot Lab Sinks Variable See supplemental info Outfall 004 Auxiliary Building Floor & Equipment Drains Variable See supplemental info Outfall 004 Floor and Equipment Sump Variable See supplemental info Outfall 004 Laundry and Hot Shower Tank Variable See supplemental info Outfall 004 Incore Instrument Room Sump Variable See supplemental info Outfall 004 Auxiliary Floor Drain Tank Vanable See supplemental info Outfall 004 Auxiliary Waste Evaporator Feed Tank Variable See supplemental info Outfall 004 005 Waste Water Collection Basin 0.633 MGD 4-A

_ Inputs:

l_

_l_-O 1-0 HVAC Unit Drains Variable See supplemental info Outfall 005 I-U Storm Drains Variable Stormwater runoff from plantUNtOC yard drains and parking lots.

Reverse Osmosis Unit Reject Water 0.216 MGD Reject water from RO system RC System Un-Watering Variable Un-Watering of the RC during re-fueling outages. See supplemental info for more details.

Filter Water Storage Tank Flushing Variable See supplemental info Outfall 002 under Filtered Water System. Reject water from the RO system goes to Outfall 005. Periodic flushing of the filtered water storage tank lo the WWCB. See Supplemental info under Outfall 002. Filtered Water System for more details.

006 Chemical Cleaning 0 MGD This outfall has never been used, but should the need arise to clean the ISteam Generators this outfall would be utilized.

Official Use Only (effluent guidelines sub-categories)

EPA Form 3510-2C (8-80)

Page 3 of 5

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 ?

Yes. Outfalls 002 and 004 are batch releases.

3. Frequency

4. Flow

a. Flow Rate

b. Total Volume

1. Outfall

a. Days Per

b. Months (in mgd)

(specidy with units)

Number

2. Operation(s) Contributing Flow (list)

Week Per Year (list)

(specify (specify

1. Long

2.

1. Long average) average)

Term Maximum Term

2. Maximum Average Daily Average Daily 001 Low Level Intake 0.014611872 0.000487 144 MGD 216 MGD 144 MGD 216 MGD 1 Day

'Only operated in summer months to maintain compliance with dicharge temperature limit.

Only operated about 5 days per year max.

RN backflush with CA water Performed about once per year Ventilation Unit Condensate Drain Tank 0.006 12 0.001607 0.00367 1607 Gals 2580 Gals 16 Days

Batch release 002 Turbine Building Sumps Floor Drains Water Treatment Room Sump Demineralizer Regen Waste Lab Drains Steam Generator Blowdown

_ The frequency and duration of these discharges can not be predicted. The Wet Lay-up Solutions operation of this equipment and the subsequent releases are based on plant Closed Cooling Water Systems t hermal, hydraulic, environmental and equipment operational conditions.

Landfill Leachate

_ These systems may be drained or taken out of service individually or all Oil Water Seperators t ogether for routine or non-routine maintenance at various times during the Standby Shutdown Facility year.

Island Lab Waste NDE Photographic Waste Island HVAC Cooling Towers Filtered Backwash Lincoln CT Turbine Blade Wash Low Volume Chemical Cleaning 004 Waste Monitor Tank 0.0113 12 0.0078 0.1764 5207 Gals 5834 Gals 167 Days Chemical Volume & Control Tank Waste Evaporator Feed Tank The frequency and duration of these discharges can not be predicted. The Floor Drain Tank o operation of this equipment and the subsequent releases are based on plant Hot Lab Sinks t hermal, hydraulic, environmental and equipment operational conditions.

Auxilary Building Floor & Equipment Drains These systems may be drained or taken out of service individually or all Floor and Equipment Sump t ogether for routine or non-routine maintenance at various times during the Laundry and Hot Shower Tank Incore Instrument Room Sump y

Auxilary Floor Drain Tank Auxilary Waste Evaporator Feed Tank 005 HVAC Unit Drains Unknown - performed on an as needed bases RC System Un-Watering 7

2.88 l

2.88 1 2.88 MGD 1 2.88 MGD 5 Days Filter Water Storage Tank Flushing Periodically based on system performance and plant operating conditions.

Page 4 of 5

Ill. Production A. Does an effuent guideline limitation promulgated by EPA under Section 304 of the Clear Water Act apply to your facility ?

Yes (complete Item III-B)

No ( go to Section IV)

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

Yes (complete Item Ill-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 Outfalls (list

a. Quantity Per Day

b. Units of Measure

c. Operation, Product, Material, etc. (specify) outfalinumbers)

NA NA NA NA IV. Improvements A. Are you now required by any Federal, State or local authority to meet any implementation schedule for the construction, upgrading or operation of waste water treatment equipment or practices or any other environmental programs which may affect the discharge described in this applicaiton ? 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)

No (go to Item IV-B)

2. Affected Outfaf Is

4. Final Compliance Date

1. Identification of Condition, Agreement, etc.

Affeced Discharg

3. Brief Description of Project

a.

Fired Co Projcte

a. No

b. Source of Discharge

_______________a.

Required

b. Projected NA NA NA NA NA NA I

I I

B. OPTIONAL: You many attach additional sheets describing any additional water pollutions control programs (or other environmental projects which may affect your discharges) you now have underway or which you plan. Indicate whether each program is not underway or planned, and indicate your actual or planned schedule for construction. o Mark *X If description of additional control program is attached.

EPA FORM 351 0-2C (Rev. 2-85)

Page 5 of 5

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.

SEE INSTRUCTIONS EPA I.D. NUMBER (copy from Item 1 of Form 1)

NC0024392 OUTFALL NO.

V. INTAKE AND EFFLUENT CHARACTERISTICS (continued from page 3 of Form 2-C) 001 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.

2. EFFLUENT

3. UNITS

4. INTAKE (optional) 1, POLLUTANT

a. MAXIMUM DAILY VALUE

b. MAXIMUM 30 DAY VALUE

c. LONG TERM AVG. VALUE

a. LONG TERM AVG. VALUE (it available)

(it available)

d. NO. OF

a. Concen.

D. Mass NO. OF

(__

)lConcentraron (2) Mass (t )Concenlratlon (2) Mass (l) Concentabion (2) Mass ANALYSES traton (m Concentration (2) Mass ANALYSES

a. Biochemical Oxygen 1.90 45,980.95 1

mgh tb/Day 1.90 45980.95 1

Demand (BOO)

. Chemical Oxygen 20.00 484.0t0.00 1

mg Ib/Day 20.00 434607.60 1

Demand (COD)

, Total Organmc 2.14 51,789.07 1

mgA tb/Day 2.40 52152.91 1

Carbon (TOCI a Total Suspended 4.00

-C 96.802.00 1

mgl lbDay e

4.00 86921.52 1

Sotrets (TSS)

. Ammonia (as N) 0.03 726.02 1

mO lb/Day 0.05 1086.52 1

t.Flw VALUE VALUE VALUE VALUE 2900 2900 2604 1369 MGD X

2,604.00 X

X

9. Temperature VALUE VALUE VALUE VALUE (rnter) 35.89 24.41 1065 DEGREES CELSIUS 16.75 X

1530

. Temperature VALUE VALUE VALUE VALUE summer) 39.33 35.14 308 DEGREES CELSIUS 28.50 X

510 pH MINIMUM MAXIMUM MINIMUM MAXIMUM

_6.t__

1__

STANDARD UNITS 6.34 X

PART B - Mark X-in column 2a for each pollutant you know or have reason to believe is present. Mark X in column 2b 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. POLLUTANT

2. MARK x

2. EFFLUENT

3. UNITS

4. INTAKE (optional)

AND CAS NO.

a. MAXIMUM DAILY VALUE

b. MAXIMUM 30 DAY VALUE

c. LONG TERM AVG. VALUE

a. LONG TERM AVG. VALUE it available) a.pre-ba.-

(it avaiable)

(it available)

d. NO. OF

a. concen-

5. Mass t_. NO. OF sent sent ttlConcentrawon (2) Mass I)Concentration T2) Mass mIt Concentration (2) Mass ANALYSES traton m) concentration (2) Mass ANALYSES

a. Bromide X

3.70 89,541.85 1

mgO tVbDay <

0.10 T

2173.04 1

24959-67.9)

D. Chlorine.

X

-C 0.04 c

968.02 1

mg lb/Day c

0.03 7

651.91 1

Totat Residual I

.Color X

100.00 X

X X

I Std. Units X

5.00 X

.Fecal X

11.00 X

X X

1 Colonies X

11.00 X

1 Collorm 100 ml

a. Fiurile X

c 0.10 2.420.05 1

mO IblDay 0.10 l<

2173.04 1

11698448-8)

.Nirate-X 0.20 4,840.10 1

mgO tbDay 0.20 4346.08 1

Ndnte las N)

I EPA orm351O-2 t~a. 285)PAG

v.

CONiNU ONPAG V_

EPA Form 3510-2C (Rev. 2-85)

PAGE V-l CONTINUE ON PAGE V-2

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

NC0024392 OUTFALL NUMBER IDC ITEM V-B CONTINUED FROM FRONT II

1. POLLUTANT

2. MARK WX

3. EFFLUENT

3. UNITS

4. INTAKE (optional)

AND CAS NO.

a. MAXIMUM DAILY VALUE

b. MAXIMUM 30 DAY VALUE

c. LONG TERM AVG. VALUE

a. LONG TERM AVG. VALUE (il avaltable) a-pre-b.ab-(d available)

(if available)

d. NO. OF

a. Concen-D.

Mass

b. NO. OF sent sent (1) Concentrabion (2) Mass t)I Concentration (2) Mass (l tConcentration (2) Mass ANALYSES tration t m lConcentation

12) Mass ANALYSES g Ni~rogen.

Total Organic X

0.50 12,100.25 1

mgA lb/Day 0.25 5432.60 1

(as N) rL 04 and Grease X

i 5.00 121,002.50 1

mg/t lb/Day I

5.00 108651.90 1

1 Pnospoous asPj.Total X

0.01 242.01 1

mg4 lb/Day c

0.01 217.30 1

7723-14-0) 1 Radoactivirty

=

(I) Alpna, Total A

1.30E-01 X

X X

1 pCitl X

-4.70E-02 X

1

2) 6eta.

Total X

1.57E.00 X

X X

1 pCi X

1.100E+00 K

1

3) Raarum, Total X

2.00E-01 1

K K

I pC X

2.00E-01 K

1 (4) Radium 226. Total X

2.00E-01 X

X X

1 pur X

2.00E401 X

1

".Sultate (as S04)

X 4.46 107,934.23 1

mg/

Itb/Day 4.65 101046.27 1

14808-79-a8

. sullioe asS)

X i

0.05 1,210.03 1

mgI lb/Day 0.05 1086.52 1

m Suallte as S03)

X i

2.00 48,401.00 1

mO/I lb/Day i

2.00 48401.00 1

114265-45-3_

n. Surlactants X

i 0.10 2,420.05 1

mgAi lb/Day 0.10 2173.04 1

o. Aiunurn, Total X

0.03 774.42 1

mg/I lb/Day 0.04 955.05 1

47429-90-5)

-~i Brium.

Total X

0.01 314.61 1

mgI lb/Day 0.01 260.76 1

7440-39-3)

-. Boron.-

Tota X

0.10 2,420.05 1

mg/I lb/Day 0.10 2173.04 1

7440-42-8) o0t8at X

0.00 24.20 1

mg/i lb/Day 0.00 i

21.73 1

7440-48-4)

s. Iron. I otal (7439-89-6)

X 0.09 2,178.05 1

mg/i lb/Day 0.11 2281.69 1

L Magnesium.

Total X

1.41 34,098.50 1

mgAI lb/Day 1.40 30444.26 1

7439-95-4)

u.

Molywoenum._

Total X

i 0.00 24.20 1

mg/I lb/Day 1.00 i

21730.38 7439-98-7) v Manganese.

Toal X

0.01 217.80 1

mg/

lb/Day 0.01 195.57

{7439-98-5)

w.

Tin. Total (7440-31-5)

X i

0.05 1,210.03 1

mg1 lb/Day 0.05 c

1086.52 X.Titaniuml Tolald 6 X

0.01 242.01 1

mg/9 lb/Day 0.01 i

217.30 7440-32-6)

=A r

5I-U(a.~8)P(.

'4GNIU NPG EPA ForFm 3510 2EC (Rev. 2-551)

PAGE V-2 CONTINUE: UN PAGE V.3

EPA I.O. NUMBER (copy from Item 1 of Form 1)

OUTFALL NUMBER NC0024392 001 CONTINUED FROM PAGE 3 OF FORM 2-C 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 X 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 'X 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 arlditinail detais anti renuiremrnnts

1. POLLUTANT

2. MARK 'X' l

3. EFFLUENT

4. UNITS

5. INTAKE (optional)

AND CAS NO.

an.

D.pe-C~ab.

a. MAXIMUM DAILY VALUE

b. MAXIMUM 30 DAY VALUE

c. LONG TERM AVG. VALUE

a. LONG TERM AVG. VALUE J availablel quit.

rent Ient (d avarlable)

(it available)

(ft ava lable)

r. NO. OF

a. Concen-

b. Mass

a. NO. OF ad 1 () Concentration (2) Mass of Concentrabon

12) Mass

/ t Concentration (2) Mass ANALYSES tration (I

Concentration

12) Mass ANALYSES METALS, CYANIDE. AND TOTAL PHENOLS IM. Antimony.

3.00 72.60 ug/

lb/tDay 65.19 1

Total (7"40*3640)I II 2M. Arsenic, Total X

2.00 48.40 ugT-lb/Day 2.00 c

43.46 1

(7440-38-21 )

3M. Beryllium.

0.50 12.10 U94 b/Da7 1

T Total (7440-41-7) 4M. Caamum.

X0 I r 12.10 1,l lb/Day o

c 10.87 1

Total (7440.43-9) 4_20_

M

=ay C

1M.dnromium.

X 1.00 2ua c

21.73 1

Total (7440-47-3)

M. copper. Total X

00 21.00 1

-W-lDay i

0.01 1

¶08.65 1

7440-50-8) 7M. Lead. Total X

2.00 c

48.40 1

W

-7iay

<20 43.46 1

'7439-92-1) 8M.Mercury.Total Xr c

0.10 c

1 urF lbDay W

01

.17 1

'7439-97-6) 9M. Nickel. Total X

c 2.00 48.40 1

U tb/IDay I

2c 43A6 1

7,4002-0)

OM. Selenium.

48.40 191 lb/Day 2.00 C

43.46 1

total (778249-2)

IItM.silverTotal X

0.50 12.10 W.1 Ug Iay o0.50s <

10.87 1

7440-22-41 12M. Tnallium.

00 46.40 1

mg4 Ib/Day 7

2.0 43,460.76 1

rotal (740-28-0) 13M. Zinc. Total 0.02 484.01 m1 Ib/Day 434.61 1

(740-66-6) 00

=

ay 0.0 43_46__

14M. Cyarnde.

X 0.00 1

g^A 1b'DaT 00 43.46 1

rotal 1S7-12-s) 1SM. Pnenols.

0.03 750.22 A[Fay 0.02 325.96 1

Total UltJXIN 2.3.7.8 Tetra DESCRiBE RESULTS

Norockbenzo P X

)ioxin 11764-01-61 EPA Form 351 0-2C (Rev. 2-85)

PAGE V-3 CONTINUE ON PAGE V-4

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

OUTFALL NUMBER NCO024392 001 1

CONTINUED FROM PAGE V*3

1. POLLUTANT

12. MARK X-l

3. EFFLUENT

4. UNITS

5. INTAKE (optional)

AND CAS NO.

a.re-b.pre c.ab-

a. MAXIMUM DAILY VALUE

b. MAXIMUM 30 DAY VALUE C. LONG TERM AVG. VALUE

a. LONG TERM AVG. VALUE if available) quir-sent sent (d available)

(if available)

(d available)

d. NO. OF

a. Concen-

b. Mass

d. NO. OF led j (1) Concentration (2) Mass (1) Concentration (2) Mass (1) Concentration (2) Mass ANALYSES tration (1) Concentration (2) Mass ANALYSES GC/MS FRACTION -VOLATILE COMPOUNDS I

v. Acrolein X

20.00 484.01 1

u9,1 lb/Day 20.00 434.61 1

4107402-8) lbDy 200

§-496 2V. Acryonitrie 20.00 484.01 1

lbIDay 20.00 c

434.61 (107-13-1) 3V. Benzene X

2.00 48.40 ugry lb/Day 2

c 43.46 1

(71-43-2)

V. B,s (CNroro.

nethyl) Ether X

X X

X ugA lb/Day X

X (s42-

-1) sv. Brornotorm X

2.00 48.40 u

lb/Day 2

43.46 1

(75-25-21 6V. Carbon Tetrachlorrie X

2.00 48.40 1

ug1 lb/Day 2.00 43.46 1

56-23-5) 7V.

Ciorobenzene 7

2.00 48.40 1

Ugr lb/Day 2.00 43.46 1

(108-90-7) 8V. Chlorod-oromornemane X

2.00 48.40 1

ugdl lb/Day 2.00 43.46 1

(124J4.1) gV.

Cioroetnane X

2 48.40 Ur lb/Day 2.00 7-43.46 1

(7500-3) 1OV.

2-Chioro-enylvinyl Ether X

c 2.00 48.40 1

UgA lb/Day 2.00 43.46 1

110-75-8)

IlV.Chloroform 2.00 48.40 U9/)

ItvD~ay -

0 43.46 1

,67-66-3) 12V. Dlrioro-cromometmane X

2.00 48.40 1

ug9 lb/Day 2.00 43.46 1

75-274_

13V. Dicioro-dtiuororerhane X

i 2.00 i

48.40 1

Ug9 lb/Day 2.00 i

43.46 1

(7 I__

_ _ __48__

_ __40__

____ __lb/D ay__

14V. 1.1-D0choro-X 2.00 48.40 1

/

lb/Day 2.00

- 43.46 etnane (75-34-3\\

1sV. 1.2-DicNoro X

2.00 48.40 1

u1 I

a 2

43.46 1

emane (107.06-2) 16V. 1l.DicNioro-2.00 48.40 1

u*Ixa 2.00 43.46 1

ethylene (75-354) i7V. 1,2-Dicioro 2.00 48.40 1

ug I/Day 20 43.46 1

crocane (78-87-5) l I1V. 1.3-Dichloro-X cc 48.40 1

=F lb/Day 2.0 43.46 1

Dropylene (542-75-6) 19v. Etryrenzene c

2.00 48.40 1

lb/UDay 2.00 43.4 1

100-41.4) 1 aOV.Metnyi X

5.00 i

121.00 1

lb/Day

0 43.461 Bromide t74-83-9) 1 AR___I lV.Metfyi X

2.00 48.40 1

u lbDay 20 43.46 Ciibrde (74-87-3)

EPAn.

c 3....

,r.&

R PAGE V.4 CONTriNUET IC PnAG V-6 c

A ri i

l ;

-I nvsoe ova w; via rams w g

EPA ID. NUMBER (copy from Item I o0 Form 1)

OUTFALL NUMBER I

NC0024392 I

001 CONTINUED FROM PAGE V-4

1. POLLUTANT

2. MARK X

3. EFFLUENT

4. UNITS

5. INTAKE (optional)

AND CAS NO.

`-le I te-Icab-

a. MAXIMUM DAILY VALUE

b. MAXIMUM 30 DAY VALUE

c. LONG TERM AVG. VALUE

a. LONG TERM AVG. VALUE II available)

Qui-lsent sent (8 available)

(it available)

a. NO. OF a. Concen-

b. Mass

d. NO. OF eaFRA N

(l Concenraton (2) Mass Of Concentraton (2) Mass (I) Concentration (2) Mass ANALYSES tration (1) Concenuiabon (2) Mass ANALYSES GC/MS FRACTION -VOLATILE COMPOUNDS (continued) 22V. MeMylenoe X

2.00 48.40

9r-Ibva 2

43.46 1

hloride (7509-2) 23V. 1.1.2.2-Tetra-

.oroe2Tanev X

2.00 48.40 1

ugA lbfDay 4

2.00 43.46 1

(79-34.5) 48___40 1__

__a___y_

_43__

46 _

24V. TetracNoro-X 2

48.40 u

lb/Day c

2.00 43.461 ethylene (127.l8-4) 25V. Toluene 48.40 1

ug4 lb/Day 2.00 43.46 1

108-8863) 6V. 1.2-Ttans.

Oxchtoroethylene X

2.00 48.40 1

ugl lb/Day

<t 2.00 43.46 1

1156-60-5)

?7V. 1.11.1-Tfl chloethane X

2.00 48.40 1

ug_

lb/Day 2.00 43.46 1

28V. 1.12-TnI-hloroethaeia X

2.00 48.40 1

ugA lb/Day 2.00

-t 43.46 1

7940-5) 2_00_

29V. Trichloro-2.00 i

48.40 1

uc I1' 2.0 0

43.46 1

eUtylene (79401-6)

OV. Tnrctioro0 luoromethiane X

c 2.00 i

48.40 1

ug5, Ib/Day 2.00 43.46 1

(75-69-4)

I 31V. Vinyl 2.00 48.40 1

uryta-y 2.00

v

EPA I.D. NUMBER (copy from Iteim I 0 Form 1)

OUTFALL NUMBER I

NC002492qQ I

00i CONTINUED FROM PAGE V.5

1. POLLUTANT
2. MARK *X_
3. EFFLUENT
4. UNITS
5. INTAKE (oplional)
AND CAS NO.
e re-cea-
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE (if available) quir-sent sent (i/ aValabe)
(if available)
(I available)
d. NO. OF
a. Concen-
b. Mass
d. NO. OF ed II) Concentravon (2) Mass tmI Concentration (2) Mass I I) Concentration (2) Mass ANALYSES tration t (1) Concentration t2) Mass ANALYSES GC/MS FRACTION - BASE NEUTRAL COMPOUNDS B. Acenaptntene I
10.00 2
u IbDa c
217.30 1
(83-32-9)
I I
I 2B.Acenaptitylene X
10.00 242.01 1g/l ltVDay 10.00 c
217.30 1
(208-96-8)
___l/
ay_______1_3_
38. Antnacene c
10.00 4
1 u
ItVDay 10.00 21730 1
(120-12-7)
48. Benzioine X
80.00 1,936.04 u9A lb/Day ao.oo 1,738.43 1
192-87-5)
S8. Benzo (a)
Anthracene X
10.00 242.01 I 1 u91 lb/Day 10.00 217.30 1
IS6-55-31 68.Benzo(a) 10.00 242.01 1
ugl Ib/Day 10.00 217.30 1
Pyrene (50 8)
78. 3.4-Benzo-tuorantnene X
10.00 242.01 1
ug9 lb/Day 10.00 217.30 1
4205-99-2)
I
_17_30_
8B. Benzo (gru)
X 10.00 242.01 1
u7-I/Day 10.00 217.30 1
Perylenre 1191-24-2)
98. Benzo tk)
Ftoranthene X
10.00 242.01 1
ug7 lb/Day 10.00 217.30 1
(207-08-9) 108. 8's (2-Choro-etoxyl) Methane 10.00 242.01 1
ug9 lbDay 10.00 C
217.30 1
(111-91-11 x_
IB. Bs 122-Chioro-ethytl)
Ether X
10.00 242.01 1
u>
lbDay 10.00 217.30 1
(111-44-4) 128.Bis (2-Chlorolso-orWl)
Ether X
10.00
'c 242.01 1
ug9 lb/Day 10.00 217.30 1
(108-60-1) 138. Bis 12-Ethyl-exvyl)
Phehalate X
11.00 266.21 1
ug4 lbDay 12.00 260.76 1
(117-81-7) 148. 4-sromo-prenylPhenyl X
10.00 242.01 1
ugl lb/Day 10.00 217.30 1
Ether 1101-55-3)
IuA_______
__21__30__
1i5aautot enyl X
tO 10.00 2401 u91 ItVDay 10.0 217.30 1
Prthatate (85-68-7) 168. 2-CNoro-naphthalene X
10.00 242.01 1
ug9 lb/Day 10.00 217.30 1
(91-58-7) 178. 4-CNoro-PhenylPhenyl X
10.00 242.01 1
ugV lb/Day 10.00 217.30 1
Ether (7005-72-3)
_ __ _ _ay 188. Chrysene X
10.00 1
2 uW l/Day 1
217.30 (218-01-91 19B. Dibenzo a)
(a_
c 1
24201 Anthracene X
1 ugA lb/Day 10.00 217.30 1
53-70-3)
I II
08. 1.2-Dicrloro-X 10.00 c
242.01 1
u* F Ib/Day 10.00 217.30 1-l benzene 195-50-11 218.
1.3-DicNoro-X 2.00 48.40 I
u9/1 1lb/Day 2
43.46 bensene t541-73-I' C-C.AXnor~
r~mua......... c.
Inrey1P..
. 40h IAb V-UNTINU
.. N _AI cr.
Frwm Jo 10-xG t1ev.
g b5 PAGE: V-b CONTINUE ON PAGE V-7
EPA I.D. NUMBER (copy from Item 1 of Form 1)
OU7FALL NUMBER NC0024392 I
001 CONTINUED FROM PAGE V.6
1. POLLUTANT
2. MARK X
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
a,- bpfe-Ic.ab.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE (1i available) qui. lent senl I1 ava lable)
(d available)
(of available)
d. NO. OF a. Concen-
b. Mass
a. NO. OF ead IIConceiialo n (2) Male (I(concenlrabon (2) Mass (llConcenlration (2) Mass ANALYSES tration (1)Concentrabonl (2) Mass ANALYSES GC/MS FRACTION - BASE/NEUTRAL COMPOUNDS (continued)
25. 1.4-Dicnloro-X 10.00 242.01 1ur W7Day 7
1 217.30 Denzene (106.46-7) 23B. 3.3-DicNoro-oenzdne X
25.00 605.01 1
ugA lb/Day 25.00 543.26 1
91-94.1) 1 24B. Dietyl Pnhlalate X
10.00 242.01 1
ugl lb/Day 10.00 217.30 1
684-66-2) 258. Oonethyl Phmalate X
10.00 C
242.01 1
ugl lb/Day 10.00 217.30 1
26B. Di N.Butyl Phthalale X
10.00 242.01 1
ugA lbDay 10.00 217.30 1
(84-74-2) 275..2,4-Ontro.
X 10.00
<r 1
420 ub'1Day 10.00 217.30 1
loluene (121144-21 8B. 2.26-Dinro.
X 10.00 242.01 1
9r lb/Day 10.00 217.30 1
oluene (606-20-2) 29B. Di-N-OCyly Phthalate X
C 10.00 242.01 1
ug/
lbDay 10.00 I
217.30 1
(117-84 41_
_ _ __0_
30B. 1.2-Dipheny-nydraue (as Azo.
X 10.00 242.01 1
ugh lbiDay 10.00 217.30 1
benzene) (122.66-7) 7 3s. Fluoranthene X
10.00 242.01 1
ugA lb/Day 100 217.30 1
1206-44-0) 32B.Fluuone X
10.00 4.01 I
lb/Day li.00 217.30 1
35.
71achXoro-
2. 0r 10.00 1
ug lblDay 10.00 217.30 1
oenzene (tt8-74-t)l 34B. Haew-
111obuiafene X
10.00
-C 242.01 1
Ug/I lb/Day 10.00 217.30 1
(87-68-3) 35B. Hexachoro.-
cyciopentackene X
25.00 605.01 1
ug/
lb/Day 25.00 543.26 1
77.47-4) 1 368. Heaclhloro-X 10.00 4.0T 1
g lb/Day 10.00 217.30 1
Ihane 167-72-1) 378. Inoeno 1.2.3-cd) Pylene X
10.00 242.01 1
ugh lb/Day 10.00 217.30 1
(193-39-5) 388.sophorone X
10.00 242.01 1
1-1 T
tV 2y 7
t 27.30 1
(78-59-1) 39B. Naphthalene
7.
10.00 242.01 1
-tV ay 10.00 217.30 1
91 3)1_
40B.
NWuoenzene X
10.00 242.01 1
ugA lbDay 1
21730 1
(98-95-3) 41 B. N-N.Iro-sodme~nylamna X
10.00 242.01 1
ugh IbDay 10.00 217.30 1
62-75-9) 428. N-Nitoso*-
N-PrOpylarmna X
10.00 242.01 1
ugh lb/Day 10.00 217.30 1
(621-64-7) 1 I
-]_
_I I__
__I EPA Form 3510-2C (Rev. 2-85)
PAGE V-7 CONTINUE ON PAGE V.8
EPA I.D. NUMBER (copy trom item 1 of Form l)
OUTFALL NUMBER I
NCO024392 001 CONTINUED FROM PAGE V-7
1. POLLUTANT
2. MARK X J
3. EFFLUENT
4. UNITS
s. INTAKE (optional)
AND CAS NO.
a-
.prO-Cab-
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE (I ava ren ieat (i la e(ii available)
(It available)
d. NO. OF
a. Concen
b. Mass
2.
NO3 OF a
ed (I Conrcentrabon (2) Mass (I) Concentvabon (2) Mass (1) Concentrabon (2) Mass ANALYSES tration (1) Concentraton (2) Mass ANALYSES GC/MS FRACTION BASE/NELITRAL COMPOUNDS (continued) sphanytarrne 10.00 242.01 lb/Day 10.00 4
217.30 1
4B. Pnenanovene 2
10.
4.1 1
ug lb/Day 1
217.30 S4.Pyrene
=
10.00 c 242.01 1
glb
/tDay W
1 217.30 1
(129-00-0) 6B. 1.2.4-Trn.
2oro.Tenzene X
10.00 242.01 1
ugil lbtDay 10.00 C
217.30 1
1120-82.1)
GC/MS FRACTION - PESTICIDES I P. Alders X
0.05 1.21 1
u* A Ib/Day o.os l
1.09 1
4309-00-2)-a
P. alpha-BC.
1 lb/Day 0.10 2.230 1
(319-84-El00 rl/a 3P. beta-BHC 1
U luay c
1.
1 (315-85-7) 7 rra-M 4P. gamnra-bH-C l Xl 0.05 l
~
I 1.2 l b1ucl
/Day 0-0 l
1.09 1
(58-89-9)
P.;9-8681C 0.10 2.42 1
ug1 lb/Day 0.10 l
2.17 1
(319-86-8)
__u_____lb/Day_
P6P.
CNoroane
-C 0.50 l<
12.10 1
5 l-la 187 1
(57.74-9)
.2-0a 7P.44 -DDT
-C 010 2.42 1u 0.10 2.17 1
(50-29-3) 8P. 4.49-DDE l X l
0.10 2.42 1
u I/ay 0
2.17 1
(72-55-9)
P.414-000
6) 0.10 2.42 1
u Da 0.10 2.17 1
(72-54-8)
___g_______ay______Ii_-
Z ~ 21 ~
1OP. Delornd X
0.10 2.42 1
l lb1D=
y 0.10 2.17 1
60-57-Il----
II P.alptia-Enaosulfan l
l <
0.10 2.42 1
ugTl ItDay c
0.10 2.17 1
12P. belaf-Enoosullan 0.10
<c 2.421 l/a T-C 271 if 5-29-7) ugA
__ _ __ _ _I_
t3P. Enoosullan SulXate 00 l
1 2.42 1
ug lb/Day 0.10 2.17 1
1103 1-07-8)
I_____
___I____
14P. Endtrin 6
c6 1Z-
.45~
1 t lDay
~13 (72-20-8) 15nP X
0.10
-c 2.42 1
Ugu lb/Day C
0.10 2.17 1
(7,211-93.4)
I__
i6P. Heptlaclor X
0.0 1.21 1
ugl lDay
.O l <
1.09 I
Crn rwmIrn 00 iv0 rwY 7~~
.-i uc v-s oUtlU UN.
~~
.,v-ank~
-r rwm" 04.w-L orde....
t
~^Lt V-CON111.TINUEN PAGE; V 3
EPA I.D. NUMBER (copy Irom Item I oi Fosm 1I)
NC0024392 OUTFALL NUMBER 001 CONTINUED FROM PAGE V-8
1. POLLUTANT
2. MARK X-
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
a.re-l.pre-jc.aD-
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE (4 aval'able) qurr. l sent (d available)
(t avaIlable)
(4 avalable)
8. NO. OF
a. Concen-
b. Mass
a. NO. OF ed J (t) Concentratrion (2) Mass (1)Concentration (2) Mass (1) Concentraton (2) Mass ANALYSES tration (1) Concentration (2) Mass ANALYSES GC/MS FRACTION - PESTICICDES (c ntinued) 17P. Heptacmlor Epoxide X
1.00 e
24.20 1
ugfl lb/Day 1.00 21.73 1
1024-57.3) 1.00 24.20 1
ay _
7
-7_______
36P.9PC-t)242 e
1.00 -
I 24.2 u=
lb/Day
-c 1.00 21.73 1
(53469-21.9) t3P.9PCE-1254 X
1.00 20r Ib/Day e
10 21.73 1
tl09749.t)
I__
20P. PCB-1221 X
1.00 c
1 U/
lb/Day e
10 21.73 1
11104.28-2) 21P. PCB-1232 1.00 y1 IDDay e
1.00 e
21.73 1
s1141.16.5) 22P. PCB-1248 1.00
-c124.20
.00 e
21.73 1
112672-29-6)
__II_
23P. PCB-1260 1.00 e
24.20 1
(Day t.00 21.73 1
(11096-82-5) 24P. PCB-1016 1.00 e
24.20
-91 IF b/Day e
0 21.73 (12674-11-2)
I
!5P.Toxaphlene 1.00 e
24.20 1
U/
l/Day e
T 1.00 1.
a8001-35 2)=
800. e 5 2
. n _ _ _ _ _ _ _
EPA FO(M 3510 ;e (HOV. 2-65) rA~t V-W
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.
SEE INSTRUCTIONS EPA I.D. NUMBER (copy from Item 1 of Form 1)
NC0024392 OUTFALL NO.
V. INTAKE AND EFFLUENT CHARACTERISTICS (continued from page 3 of Form 2-C) 002 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.
2. EFFLUENT
3. UNITS
4. INTAKE (optional)
1. POLLUTANT
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE (it available) td available)
d. NO. OF
a. Concen-
b. Mass D. NO. OF
(__
tiConcentration (2) Mass
() Concentration (2) Mass (I)Concentralon (2) Mass ANALYSES tralon (I) Concentratorrn (2) Mass ANALYSES
a. Biochemical Oxygen 16.00 1.07 1
mg ItbDay Demand (BO)
b. Chemical Oxygen 43.30 2.89 1
mOA b/Day Demand (COD)
C. Total Organic 6.79 0.45 1
mg lb/Day Carbon (TOC)_
d. Total Suspended 16.00 1.07 18 132.0 9.437 27.4 1 5 mgO lbDay Solis (TSS)
.Ammnia(asN) 2.55 0.17 1
mg tb/Day
1. Flow VALUE VALUE VALUE MGD X
VALUE
_0.008 0.879 0.348 711
g. Temperature VALUE VALUE VALUE 1
VALUE (winer)_
DEGREES CELSIUS
h. Temperature VALUE VALUE VALUE VALUE summer)
DEGREES CELSIUS
pH MINIMUM MAXIMUM MINIMUM MAXIMUM 4
726.6 8.42 46 STANDARD UNITS PART B - Mark *X-in column 2a for each pollutant you know or have reason to believe is present. Mark *X-in column 2b 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. POLLUTANT 2. MARKX
2. EFFLUENT
3. UNITS
4. INTAKE (optional)
AND CAS NO.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE (i availabie)
&.pre*
C D
(d avadable) l (t available)
d. NO. OF
a. Concen-
0. Mass
0. NO. OF sent sent (1)concentratlon (2) Mass (1) Conrcentration (2)Mass t(i)Concentratlon (2) Mass ANALYSES sralon (t)Concentrabon (2) Mass ANALYSES
a. romice X
0.26 0.02 1
mOf l
lb/Day (24959-67-9)
D. Chlorine.
X 0.04
-C 0.00 1
mgO lb/Day olal Residual I_
c. color X
25.00 X
X X
X X
I Std. Units X
X X
X
d. Fecal X
2.00 X
X X
X X
1 Colonies X
X X
X Coltorm
/100 ml l
.Flourlde X
-c 0.10 l
0.01 1
mgO lb/Day t69B4-4B-8)
I
.Nitrate X
1.75 0.12 1
mgi lb/Day EPA Form 2_._
0 -A. 1Mev.......
2A8)
.A b V. 1 u. I_
lrfMlJ tr mug t EPA Form 35 10-ZU (KOV. 2405)
I`X4t V-1 CON I INUt ON PAGE V-d
EPA ED. NUMBtER (copy from Item 0 of Form I)
OUTFALL NUMBER I
002 1
ITEM V-B CONTINUED FROM FRONT NC0024392
1. POLLUTANT
2. MARK X
3. EFFLUENT
3. UNITS
4. INTAKE (optional)
AND CAS NO.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE illavailable)
(ifre D aIf available)
(it avarlable)
a. NO. OF
a. Concen,
b. Mass
0. NO. OF sent sent (t) Concentration 1(2) Mass (II Concentration (2) Mass (It Concentration (2) Mass ANALYSES tration
(_)Concentratlon (2) Mass ANALYSES g.Nitogen, Total Organic A
6.15 0.41 1
mgil lb/Day as N)
Oil 0ram Grease X
c 5.00
<C 0.33 5
36.7 4.5 13.1 15 mg4 lb/Day Pnosponous as P). Total 0.10 0.01 1
mg1 I(bDay (7723.1-04 )
I)Aiepna.
Total X
3.70E-02 X
X X
X 1
pCVl X
X X
2) beta.
Total 1.58E+00 X
X X
X 1
pCOl X
X X
Twralum,~
Total X
2.OOE-01 X
X X
X 1
pCUI X
X X
226 Total X
1.00E-01 X
X X
X pUI X
X X
Sulfate as SOA)
A 13.58 0.91 118.09 866.2 16.16 46.9 15 mOA lb/Day (14808.79-8)_
as S)
X 0.05
<c 0.00 1
m91 lb/Day iiSulfite asSO3)
X 2.00 0.13 1
mg4 lb/Day (1426545-3) n Surfactants X
0.10 0.01 1
mgi lb/Day
0. Aluminum, otl X
0.68 0.05 1
m91 lb/Day 17429-90-5)
. Barium.
Total X
0.01 0.00 1
mg,1 lb/Day (7440-39-3)
q. Boron.
Total X
0.32 0.02 1
mgA lb/Day 4744042-8)
-. Cooait.
otat X
1.00 0.07 1
m1 lb/Day (740-48-4) s iron. Total (7439-89-6)
X 0.27 0.02 1
mg91 lb/Day
.Magnesium, Total X
1.12 0.07 1
mgA lb/Day (7439-95-4)
u. Molyodnuam.
olta X
0.25 0.02 1
mgO lb/Day (7439-9B-7) v Manganese.
otat X
0.02 0.00 1
mgA Ib/Day 7439-96-5) w Tn. Totali (7440-3'5)
X 0.05 0.00 1
mrg4 lb/Day
Titanium.
olaf X
0.01 0.00 1
m94 lbiDay 7440-32-6)
___ _. __= __ __
EPA Form 3510-2C (Rev. 2-855 PAGE V-2 CONTINUE ON PAGE V-3
EPA I.D. NUMBER (copy from Item I of Form 1)
I NC0024392 OUTFALL NUMBER 002 CONTINUED FROM PAGE 3 OF FORM 2.C 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 GCIMS fractions you must test for. Mark X 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 X in column 2-b for each pollutant you know or have reason to believe is present. Mark WX 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-methyl4, 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 instnuctions for additional details and renuirements.
1. POLLUTANT
2. MARK X-
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
a-pre caD
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE (if availablea
)uitt I
lent (if available)
(if available)
(it available)
6. NO. OF
a. Concen-
b. Mass d_. NO. OF ed (I) Concentration (2) Uao4 (t)Concentration (2)Mass 0l1Corncentration l
1t21Mass ANALYSES tration
()Concentration (2) Mass ANALYSES METALS, CYANIDE, AND TOTAL PHENOLS M.Antimony.
3.00 0.0002 1
tl/Day Total (7440-36-01 I
II 2M. Arspenc.
Total X
0 1
lb/Day i7440438-2)
I 3M. Beryolum.
0.50 1a 0
0 U1Itay Total (7440-41t7) 4M. CaaiThu-X 0 5 c
0It Total (7440-43-9)
_ I SM.
Ctvomium.
X 100 l
1 000 iWDay Total (7440-47-3)
I 6M. Copper. Total X
0O 0ItV/Day (7440-506-)
7M. Leal. Total cc 0.0001 1
UgA lb/Day (7439-92-I 6M. Memcury.
Total X
c 11 01 Iay 47439-974) 9M N tielTotal u
lb /Day 7440-02-0) 1OM Selernum.
X 2.00 0.0001 1
ugl iEl/Day Total (7782-49-2)
I tItM.Slver,Total X
0.50 0.000 ugit It/Iay I7440-22.4) 12M. Thauiurm, 0.02 =
7 7
013 1b/Day otal (7440-28-0) 13M. Znc. Total 0.0013 1
ay 7440-66-6) 14M. Cyanide.
I W
1 m*¶A 10Fay otal t712-5) 15SM Pt enols 0.02 0.0011
-71 m4I/a-y UIXIN
=
=
=
DS~ EFEUr
,3.7.8 Tetra 1
RESLT Dorooenzo P
j I
x XRl NOT DETECTED xican (I764-01-6) 1 Ip.
rmttcin itio.
-,-\\
PAE V.3 OrINTINtlt fN PAF V. a I -- -

EPA I.D. NUMBER (copy from item 1 of Form 1)
OUTFALL NUMBER NtO624392 002 1
CONTINUED FROM PAGE V-3
1. POLLUTANT
2. MARK;
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
a.re-b.prelc.ab-
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE i available) quir. sent sent (if available)
(if available)
(if available)
d. NO. OF
a. Concen-
b. Mass
d. NO. OF ed i (1) Concentration (2) Mass (1) Concentration (2) Mass (1) Concentration (2) Mass ANALYSES tration (1) Concentration (2) Mass ANALYSES GCIMS FRACTION - VOLATILE COMPOUNDS tv. A0rolein X
20.0 0.0013 1
IbvDay 107.024) 2V. Actfrile 0.0013 1
u Ivay
,107-13-1) 3V.
Benzene X
2.00 0.0001 1ugt b/Day 71.43-2) 4V. Ds (CNoro-niethyl) Ether X
X X
X X
X UgAl lb/Day X
X 542s88.t) sV. BoimOtOrm U Z0 0.0001 1
Ib/Day 475-25-2)
v. Carcon Teliachonoe X
2.00 0.0001 1
ugr, lb/Day 5s6-23-5)
I.ugA 7V. Chlorobenzene 2.00 1
Ib/Day 1108.90.7) 8V. Crloroii-oromomentane X
2.00 0.0001 1
ugA lb/Day 1124-48-1) gV. Chloroettlane X
2.00 c
0.0001 I
u-t Ibvuay11 (7s4-3) tov. 2-CNoro-etnyvivnyl Ether X
2.00 0.0001 1
url IblDay 110-75-8) tIV. Chiorolomnm
.X oo.
1
.7Da 67-6s-3, 12V. Dichloro-bromornetriane X
2.00 c
0.0001 1
ug/l lb/Day 7s-274) t3v. D0clorO-houoromrtnane X
2.00 0.0001 1
ug9, lb/Day 175.St-8) 14V. tl-DOcloro-X
-2.00 0.0001 1
-- 7 ay1 etnane (75-34-3) 1SV. 1,2-Dchoro-X 2.00 c
0.0001 1
IuF i'b/vay-etnane (107.06-2)
I 16v. t.1-DiChior
7 M-2 1
1uay ethylene (75.35-4)
I 17V. 1.2-1)choro-X 2.00 Va0.0001 1bvDay ofana (78-87-5)
I8V. 1.3-Dichloro-X 00 0.0001 1
u9,1 ray Dropylene 1542-75-6)
DWI I
ti9v. Ethylbenzene XW 2.-00 0.0001 ug1bva (100-414)
I 2OV.
Metayl X
2 0.0001 I
ug1 Itvay.
Brinde 174-83-9) 2tv IMetryl X1 2.00 0.0w0 u91 Ib/Day EP'A MITI 3510-ZC {Hov. 9-00)
PAGE V-4 CONTIINUE UN PAGE V-5
EPA L.O. NUMBER (copy from Item I of Form 1)
OUTFALL NUMBER I
NC0024392 I
002 CONTINUED FROM PAGE V-4
1. POLLUTANT
2. MARK X-
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
a re.
tpre-c.ab.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE (i available) quir-sent sent (it available)
(it avaable)
(if available)
d. NO. OF
a. Concen-
b. Mass
d. NO. OF ed
[))Concentration 1(2 Mass
() Concentration (2) Mass m) concentation (2) Mass ANALYSES tration (I)Concentration (2) Mass ANALYSES GCIMS FRACTION - VOL ATILECO POUNDS(contied) 22V.
Methylene X
2.00 0.0001 I 17t
-i' a
Choride (75.09-2) 3V. 1.12.2-Teva-cioroetmane X
c 2.00 0.0001 I
ugA lb/Day 79-34.5)
I 24v. Tetracmoro-X 1
c 00ui*Day ethylene (127-18.4) 25V. Toluene X
r I
-u91 1
lt/Day 108-88-3) z6V. 1.2-Ttans-DOchioroethylene X
c 2.00 4
0.0001 1
ug/t lb/Day I156-60-5)
X 2V. 1.1.1Tn.
horoethane X
2.00 c
0.0001 1
ugA lb/Day (71.55 4)_
_ _ __6_
28V. 11.2-Tri-chloroetnane X
2.00 0.0001 1
ug/I lbDay 79-4tS) 29V. Trichoo-X<
2.00 0.0001 1
-ur ItVDay ehylne (79-01.6) 30V. Trcho-w-luorometnane X
2.00 0.0001 1
Ugd) lb/Day 75-694) 31V. vinyl
.00 1
urtF l
IDay Chorioe 475-014)
__I GC/MS FRACTION - ACID COMPOUNDS I__
1A 2-Craorophenoi 10.00 a
0.000' 1
I~
y 195-57-89
__II____
2A. 2.4-Orchlnor-X<
It0.00 u
0.0007 1
(lenol 120-63-2)
I I
A 2.4-Dvnenyl-X 10.00 I
0.0037 1
r5
/
henlo) (105-67-9)
A. 4.6-Ginmio 25.00 0.0017 1
r ay 9r10o (S34-52-I) k2.4-Dnrto-X 25.00 0.0017 1
ug/
lbVDay phenol (51-28-5)
A. 2-Nitroptienol X
c 10.00 7
1 u9' I
18-75-5) 7k 4-Nitophehenoc *T17 25.0D lb/
17uDay (100-02-7)
A. P-Cloro-M-X 10.00 I
u ay resot (59-5s-7) 9A.
Peniacmoro-X c
25.00 0.0017 1
urg/
I/Day ohenol (87-86-5) 10A. Phenol X
10.00 7
.C7 1
I/Day (108-95-2)
I IA. 2.4.6-Tr-orophenol X
c 10.00 I
0.0007 1
ugi lb/Day 988-06-2)
A EPA Form 35tD-2C (Rev. 2-85)
PAGE V-5 CONTINUE ON PAGE V-6
EPA I.D. NUMBER (copy trom Item 1 of Form 1\\
NtSULU243YZ OUTFALL NUMBER I UU2 LiUN I INUtU IHUM FAUt V-3 I1.POLLUTANT
2. MARK 'X'
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
are.- b.pre-c.ab-
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a.
LONG TERM AVG. VALUE 0ti avadtable) quor-sent sent (it available)
(I avatlable)
(W avadlabie)
a.
NO. OF
a. Concen-
b. Mass
d. NO. OF ead (I)Conrcenlrabon (2) Mass
() Concentrabon 2f Mass (1) Concentratlon (2) Mass ANALYSES tration (II Concentrion l
(2) Mass ANALYSES GC/MS FRACTION -BASE NEUTRAL COMPOUNDS I B. Acenaplhene X
c 10.00 7
0.0007 I
ItVDay 2B. Acenaphlylene 10.00
<T 0.0 0
0 1ug/a (20s-s6-81
3. Anthracene X
10.00 0.0007 ugI Ib/Day.
120.12.7)
48. Benalaine X
0.0053 1
7 NTDa-y (92-87.5)
SB. Benzo (a)
Anthracene X
10.00 0.0007 1
Ugl lb/Day t56-55.3)
X__I__I__I_____
6B. Benzo (a)
X 10.00 0.0007 1
r Pyrene (50-32-8) 7B. 3,4-Benzo-luoranrttene X
10.00 0.0007 1
ugA lb/Day 205-99-2)
I 6B. Benzo (gi) 10.00 0.0007 1
J
{
IbDay Perylewe (191-24-2) 9B. Benzo (t)
Fluoranthene X
10.00 0.0007 1
UgA lb/Day 4207-08-9) 108. Br (2-CNOrO-ethooyl)
Methane X
c 10.00 0.0007 1
Ug9 lb/Day t-l91-t)
I I S. Bs (2-Chio0O-etty4) Ether X
<c 10.00 0.0007 1
ugl lbDay (I1It1.4) 12f.Bis (2-Chloroiso-propyl Ether X
10.00 0.0007 1
Ug1 lb/Day (108460-1) 138. Bis (2-Etnylt nexyl)
Phenalale X
11.00 0.0007 1
Ug/l lb/Day 117.8'-7) 148. 4-Broro-pieny Pheny)
X 10.00 0.0007 1
Ug/t lb/Day Ether (101.55-31 ISB. Butyi Benzyrlpi 10.00 0.0007 1
ttV1 ay Phthalale (85-68-7) 168. 2-Chloro-naphtnalene X
10.00 0.0007 1
ugA lb/Day (91.58-7) 1 t78. 4-ChIoro-orenytPnenyl X
10.00 0.0007 1
ugfl lbIDay Ether (70015.72-3)
I__
188. Chrysena X
10.00 c
0.0007 1
U/
ItDa.
(21841.9) 198. DbDenzO (81.11)
Anthracene X
10.00 0.0007 1
UgA lb/Day (53-70-3) 208.
1.2-Dchloro-X 10.00 0.0007 1u ItV7ay benzerne (95-50.1 218.1,3-OrcNoro-2.00 0.0001 11 UrJT ltb'Day
b. enzfre (541-73-1)
EPA Form 3510 2C (Rev. 2-85)
PAGE V-6 CONTINUE ON PAGE V 7
I O UeR(op os8mto om1 OUTFALL NUMBER INLUU2d43WZ 0UL2 UUN I INUtU I-HUM FAdt V-b
1. POLLUTANT
2. MARK *
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
are-b.pre-c.ab-
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE
( available) quw-sent sent (it available)
(it available)
(id available)
d. NO. OF
a. Concen-
b. Mass
c.
NO. OF eOC (I) Concentrabon 1l Mass (1) Concentration (2) Mass (I) Concentration (2) Mass ANALYSES tration
() Concentration (2) Mass ANALYSES GC/MS FRACTION - BASE/NEUTRAL COMPOUNDS (continued) 22E.1 4-0cNOro-X 10.00 0.0C07 1
57F I70Day bsnne (106J46-7) 3B. 3.3-Dicnoro-benzline X
25.00 iC 0.0017 1
ug/i lbDay 91-94-1)
48. Diethyl Phthalalt X
i 10.00 0 O.0007 1
ug/
lbDay
,84-66-2)
I 5B. Ciamethyl Phialate X
10.00
-C 0.0007 1
U9O lb/Day 1131-11-3)
68. D.-N-Butyl Phthalate X
10.00 iC 0.0007 1
ug91 lbDay 84-7442) 278.2.4-Dinuito-X 10.00 0-1 UgA IlVDay oluene (121-14-2) 10.00 288. 2.6-oinitro-X i
10.00 Q
u oluene (606-20-2)
98. oi-N-Octyl Phtnabte X
i 10.00 0.0007 1
Ugh lb/Day 117-8440) 308. 1 2Dphanyt-ydrazine (as Ao-X 10.00 0.0007 1
Ugh lb/Day enzenei (122-66-7) 31B. Fluoranthene 10.00 0.0007 1
UgA lb/Day 206-44-0) 328. FlVOreM 10.00 0.0007 1
lbFi ItVDay (86-73-7i 33B. hesachioo-XT -
-10.00 i
0.0007 1
ibr 1
Fay benzene (l18-74-11 348. Hexa-chiorObutaene X
10.00 0.0007 1
UgA lb/Day (87-68-3) 5B. Hexactoro-clopentacene X
10.00 0.0007 Ugh lb/Day (77-47-4) 36B. Hexacniloro-10.00 1
/
IDay etmane (67-72-1)
78. Inoeno 1.2.3-cd) Pylene X
10.00 a
0.0007 1
ug9 lb/Day 1193-39-5) 38a. Isophorone X
10.00 a
0.0007 1
W /Day 78-59-1) ss
98. Naphthalene X
10.00 a
0.0007 1
Ug4 tVDay 91-20-3)
08. Nitrobenzene X
10.00 a
0.0007.
1 lb/Day 198-95-3)
J t. N-mtro-m0*Methyianmtne X
a 10.00 0.0007 1
ug/I lb/Day 62-75-9) 428. N-NurOso,-
N-Proptiamine X
10.00 0.0007 1
Ugh lb/Day 4621-64-7)
Cr,.t run, 00in7 Ie O.tiCI Dnr..
toot ivrnijous nu Drsv., V
%.......
I
-^UcV7.
COnlI JNUt ONA PAGr V 80
r EPA I.D. NUMBER (copy brom Item I of Form l)
NC0024392 OUTFALL NUMBER 002 CONTINUED FROM PAGE V.7
1. POLLUTANT
2. MARK X-
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
are-bjye c.ab-
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE it available) que* sent sent (I available t (if available)
(it available) r NO. OF
a. Concen-
b. Mass
d. NO. OF ea
() Concentraiorn a
(2) Mass (1) Concentratbon (2) Mass (I) Concentration (2) Mass ANALYSES tration (1) concentration (2) Mass ANALYSES GC/MS FRACTION - BASE/NEUTRAL COMPOUNDS (continued) 438. N-N-tro-sophaneylammne X
10.00 0.0007 1
Ugl lb/Day (86-30-6)
44. Phenanitrene x
10.00
/
1 D ay 85401-81 45B. Pyiene 1
lb/Day 1129-00.0) 468. 1.2.4-Tri chorobenzene X
10.00 0.0007 1
UgAl tbVDay 120-82.1)
GC/MS FRACTION -PS PSTICID ES pI. Aouin X
0.05 0.0000 1
ug1 ay 30940-2)
I I
2P.
alpha-BHC X
{
0.05 0.0000 1
u1-Ib/Day 319-84-6) 0.000_
___u_____
____Da__
3P. betaS HC X
0.05 0.0000 1
3F lb/Day 315-85-7) 4P. gna-aBHC
-r X
-7 c
0000
-1U0--ay 158-89-9)
I 5P. oelta-BHC X
0.10 l
0.00OO 1
u/
lb/Day (319-86-8) 6p.chbiordane 050
-ug Ig 1aF 57.74.9) 7P.
4.4 -DDT l
lbI X 1
T 00Day 50-29.3) 3P.
4.4.DDE l
T X 1 02 O1r-
-ItDay 72-55-9)
P. 4.4.-D00 l
0.10 l
0.0000 l
l 1
u4 ay (72-54-8)
GOP.
Delrin X I<
0.10 Z
o0-0000l 1
I DayI i60-57-1)
I P.alpla-Encosullan 0.1 T
00000 I
- - -u1i lb/Day 12P. beta-Enlosulta 01 00000 1
Ib/Day 115-29-7) 13P. Endosultan Sullate X
0.10 l
0.00O 1
Ug9 1031-07-8) 14P. Ennrm 0.06 jgA lb/Day F ISP. EndrIn etrly3e 4)
X 0.10 0.0000 1
Ug1 17421-93-Al_
16P. -ecior vX 0.05 0.0000 1
u9g' I/ay 176-44-8)
EPA Forrn 3510-2C (Rev. 2-85)
PAGE V-8 CONTINUE ON PAGE V-9
EPA I.D. NUMBtER (copy from Item I of Form 1)
NC0024392 OUTFALL NUMBER 002 CONTINUIFD FROM PAGE V-B
1. POLLUTANT
2. MARK 'X'
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
.J.
Iipre.
cab-
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE (a avadaOle) quo-mnt unt [
C avalaolie)
(it available)
(if available) 8.NO. OF
a. Concen-
b. Mass
a. NO. OF ed (I) Concentration (2) Mass SI) Concentration (2) Mass S I Concentration (2) Mass ANALYSES tration
(_ I) Concentration (2) Mass ANALYSES GCIMS FRACTION - PESTICIDES (continued) 17P. Heptacntlo Epoxide X
c 0.80 0.0001 1
ugA lb/Day 1024-57-3)
I8P. PCB-1242 0.0 0.0000 1
U94 lb/Day 53469-21.9) 19P. PCB-1254 X
1.00 U
IbDay 1109749-1) 20P.PC8-1221 X
1 0.0001 1
1IwDay 11104-28-2) 2iP. PCB-1232 X
c 1.00 0.0001 1
u
/ay (11141-16-5) 22P. PCB-1248 1.00 0.0001 1
r-/
lbDa (12672-294) 23P. PCB-1260 X
1.00 c
0.0001 1
uP lb/Day 1 1098-82-5) 24P.
PCB-1016 X
c 1.00 0.0001 1
u-r-1D-ay 12674-11-2) 25P. Toxaphene X
1.00 0.0001 1
U9/t It/a-y 38001-35-2) I II EPA Form 3510-2C (Rev. 2-85)
PAGE V-9
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.
SEE INSTRUCTIONS EPA I.D. NUMBER (copy from Item 1 of Form 1)
NC0024392 OUTFALL NO.
V. INTAKE AND EFFLUENT CHARACTERISTICS (continued from page 3 of Form 2-C) 004 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.
2. EFFLUENT
13. UNITS
4. INTAKE (optional)
1. POLLUTANT
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE t
/
available)
(1 available)
d. NO. OF
a. Concen.
D. Mass D.
NO. OF
_1_
l Concentration (2) Mass (1I Concentration (2) Mass C1 Concentration (2) Mass ANALYSES tration
() lConcenuration (2) Mass ANALYSES
.Biochemical Oxygen 4.00 0.2637 1
mgA lbDay Demand (BOO)
C.
Chemical Oxygen 20.20 1.3317 1
mgA lb/Day Demand (COD)
c. Total Organic 8.20 0.5406 1
mgO lb/Day Carbon (TOCI
.Total Suspended 2.63 0.1734 39 57.4 7.84 0.5 18 mgl lb/Day Solids (TSS)
.Ammonia (as N) 1.22 0.0804 1
mgA lb/Day
.Flow VALUE VALUE VALUE 365 MGD X
VALUE 0.0079 0.1764 0.0079
g. Temperature VALUE VALUE VALUE I
VALUE (winter)
DEGREES CELSIUS
h. Temperature VALUE VALUE VALUE VALUE summer)
DEGREES CELSIUS pH MINIMUM MAXIMUM M
MM MAXIMUM
__4 9.7 1101 STANDARD UNITS PART B - Mark *X-in column 2a for each pollutant you know or have reason to believe is present. Mark X in column 2b 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. POLLUTANT 2.MARK x-
2. EFFLUENT
3. UNITS
4. INTAKE (optional)
AND CAS NO.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE (it available)
.pre-b.ab-(if available)
(it available)
a.
NO. OF
a. Concen-
b. Mass
a. NO. OF sent sent (l) Concentralion 1(2) Mass
( ) Concentration
12) Mass
( )l Concentration 1(2) Mass ANALYSES tration I) Concentration
12) Mass ANALYSES
.Bromide X
0.20 0
0.0132 1
mg/l lb/Day 124959-67-9)
a. chlorine.
X mg1 lb/Day Tolal Residual c.Color X
5.00 X
X X
1 Sid.Units X
X
d. Fecal X
4.00 X
X X
1 Colonies X
X colgOm
/1 00 ml
e. Floride X
0.10 0.0067 1
mg lb/Day 116984-48a8) 1 1
1 1
.Nirate-X 0.10 0.0066 1
mgA lb/Day NWlrte (as N)
I I
-I EP AAA.__A Fom..1-Z te.. 2-851..
PAGE V..
COTU ON PAG v A_.2 EPA Form 3510-2C (Rev. 2-85S PAGE V-I CONTINUE ON PAGE V-2
tEPA I.D. NUMBER (copy rom Item 1 of Form I) 1OUTFALL NUMBER A
NC0024392 l
004 1
ITEM V.B CONTINUED FROM FRONT
1. POLLUTANT
2. MARK-X'
3. EFFLUENT
3. UNITS
4. INTAKE (optional)
AND CAS NO.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE ii available) a,ore-Da0 (4t available)
(it avadaole)
o. NO. OF a Concen-D. Mass D. NO. OF sen sent Sent
)) Concentration (2) Mass (11 Concentration l2) Mass (11Concentrationr (2) Mass ANALYSES traton tI) Concentration (2) Mass ANALYSES g Nitrogen.
Total Organic X
0.86 0.0567 1
mgA lb/Day as N)
n. Oat ano 3fease X
1.87 0.1233 16 23.6 7.118 0.5 21 mO lb/Day prvtosrsus
,as P), Total X
0.02 0.0013 1
mO4 lb/Day 7723. t4.O
. Ratdioactivity Total X
5.ooE+00 X
x x
I pCi/l X
X
2) Beta.
Total X
2.19E+03 X
X X
I pCVI X
X (3) Raoum, Toa X
3.00E+00 X
X X
1 pCUI X
X (4) Nadrum 226, Total X
1.00E+00 X
X X
pCil X
X S ullate as 504)
X 4.00 0.2637 1
mgO lb/Day 14808.79.8) as S)
X 0.10 0.0066 1
mg lb/Day r Ste asSO3)
X 2.00 0.1319 1
mOg lb/Day 1426545-3) surtactants X
0.05 0.0033 1
mg lb/Day o Aluminum, Total A
1,500.00 98.8883 1
mO lb/Day t7429 9O-5)
P. Barejm.
Total X
5.00 0.3296 1
mg/I lb/Day 17440-39.3) q.Boron.
Total 1.480.00 0.0976 1
mO lb/Day 7440-42-8) r.Cobalt.
Tota X
100.00 6.5926 1
mgl lb/Day 47440-48 4) s oron.
Total 7439-89-6)
X 5,000.00 329.6275 1
mg/
lb/Day
, Magnesium, Total X
100.00 6.5926 1
mgA lbIDay (7439 95A4) u Moroolenum, Total X
50.00 3.2963 1
mOl lb/Day (7439-98-7) v Manganese.
otal X
10.00 0.6593 1
mg/
lb/Day (7439-96-5)__
7440G31-5)
X 8.05 0.5307 1
mg/I lb/Day x.Titanum.
<oal X
5.00 0.3296 1
mgl lb/Day 17440.32-61
=P
_-rt21OZ 1e.58)PAEV2CNIU NPG ~
EPA IFom 3510-2C BRAN, 2-8S)
PAGE V-2 CONTINUE ON PAGE V-3
EPA I.D. NUMBER (copy trom Item I of Form 1)
NC0024392 OUTFALL NUMBER 004 CONTINUED FROM PAGE 3 OF FORM 2.C 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 *X 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 "X" 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 1 00 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 *X
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
are.
Dpre-cab-
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE
( available) quit-sent sent (it avaldablel ltt available)
(Pt availablet
d. NO. OF
a. Concen-
b. Mass
a. NO. OF ed j
I Concenraion (21 Mass
-I) Concentriation
2) Mass (0I Concentration (2) Mass ANALYSES tration ItI Concentration (21 Mass ANALYSES METALS. CYANIDE, AND TOTAL PHENOLS IM. Antuiony.
X 200.00 0.0132 Totat 17440-36-0)
______lb/Day 2M. Arsenic.
Total X
-0 o.oosa 1
urA IDay t7440-38-2) 3M. Beryttium, X
_0 0.0013 1
i Total (7 40.41-7) u5T_________
_____a___y_
41M. Caamium.
10.00 c
0.0007 1
-T=
l Total t7440-43-9)
SM. chirourum.
X 300.00 0.0198 1
I*
R1E'ay Total (7440.47-3) 6M. Copper. Total T
4.06
0.
1 mrl 1t'D3 7440-50-8) ang/I Ib/Day 7M. Leaa. Total 200.00 c
1 u
1tDay 17439-92-1) 3M. Mercury. Total X9 a
0.20 c
1 u
I y
7439-974) 9M. Nickel. Total X
200.00 0.0132 1
w 7440-02-0) lb/Day 1OM.
Selenium.
500.00 0.0330 ug lb/Day Total (7782-49-2) tIM. Sdver, Total X
c 100.00 0
6 1
uA lb/Day (7440-22-4) 12M. Trrarlum, c
50.00 c
1
r,-
I Total (7440-28-01 13M.
Zinc. Total 17S 001 -
1 (7440-66-6) 14M. Cyanide, c
0.0003 t
5gl ItVa T o ta l (5 7 -1 2 -5 )
5._ _
l b / D a y 15M. Phenols.
c 5.00 c
0.0003 1
mWt tDay Total 2.3.7.8 Tetra X IDESCRIEE RESULTS chloroalbenzoP X
NOT DETECTED 0,ox.n (1I76440146)
NOTIDETECTED D~r~ U-1 rrKITMI t)MD~rr %.4I
-rrli An Vo ne.s-I 1. ___.--
. EPA L.D. NUMBER (copy from item 1 of Form i)
NC0024392 OUTFALL NUMBER CONTINUED FROM PAGE V-3 004
1. POLLUTANT
2. MARK X
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
are-b.pre-c.ab-
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE it ava.iatel) quir-sent sent (it available)
(it available)
(if available)
d. NO. OF
a. Concen-
b. Mass
d. NO. OF ed (1) Concentration (2) Mass (1) Concentration (2) Mass (1) Concentration (2) Mass ANALYSES tration (1) Concentration (2) Mass ANALYSES GC/MS FRACTION -VOLATILE COMPOUNDS IV. Acrolen X
c 5.00 c
0.0003 1
u-g ItvDay (107.02.81 2V. Acrytonitmae IuDay 107-13-11 V. Benzene X
1.00 e
0.0001 1
lFb/Day 71-43-.)
V. Bi IChloro-nhmyal Erher X
X X
X ugl lb/Day X
542-88-1l V. Bromolorm 1.00 0.0001 1
lb /Day 75-25-2)
V. Carbon etracrioride X
c 1.00 C
0.0001 1
ugA lb/Day 56-23-5) 7V. Chiorobtenzene X
c 1.00 0.0001 ug/i IbvDay 108-90-7)
V. Chorodi-omomeartane X
1.00 0.0001 1
ug/
lb/Day 124-48-1)
V.Chioroetnane 1.00 0.0001 1
lb/Day (75-00-3)
Ov. 2-Cnioro-ethylvmyt Ether X
.C 5.00 0.0003 1
ugl lb/Day (110-75-81
16. Chio6o3orm 0.44 0.0000 1
ug Ib/Day i67-66.31 )_
12V. Dchioro.
omomethane X
1.00 0.0001 1
Ug1 Ib/Day (75-27.4) 13V. DrNoto-fluoromertiane X
1.00 t
0.0001 1
ug/
lb/Day (75-51.-8) 1 t4V. 1.1-DOchioo-X 1.00 c
0.0001 1
IDay anane (75-34.3)
WV.
1.2-DcNofo-X 1.00 0.0001 1
lb/1'Day ethane 107406-2) 16V. I,I.Orchloro-X7 1.00 0
0 1
bDay ethylene 175 4) 7v. 1.2-D~choro-X
-0.0001 1
ugl IblDay Dropane (78 87-s)_
8V. 1,30 loro-X 1.00 0.0001 Drorylene (542-78-6) 1sv. Ethyloenzene X
1.00 c
0.0001 1
ugtl Ibv 100-41.4) 2OV. Methyl 1.00 0.0001 1
l/ /tDay BrOmire (74-83-9)
IV. Methyl 1.00 c
0.0001 1
ugA
It'vay CNorde (74-87-3) fms02c~v.-5 r--rv -
rrA~s~or-.;~
cry rvllll as Iv sw en-w. s o;1 I-w
-s V.,-..tJ tutV
EPA /.0. NUMBER (copy roim n em I ot Form 1 lOUTFALL NUMBER I
Nrfl4:QP I
004 CONTINUED FROM PAGE V.4
1. POLLUTANT
2. MARK X
3. EFFLUENT l
4. UNITS
5. INTAKE (optional)
AND CAS NO.
ar.
b.rxe Cab-
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE It avalable) quit sent sent Of available)
(it available)
(if available)
d. NO. OF a. Concen-
b. Mass
a. NO. OF (d
IC l ) Concentration 1(2) Mass tI)conrenhralion (2) Mass tItConrentabon (2) Mass ANALYSES tration t)Coicenlra~on 1 Mass ANALYSES GCIMS FRACTION VOLATILE COMPOUNDS (continued) 22V. MeMyiena X
c 5.00 c
0.003 1
ID/Day Chloride (75-09-2) 3V. 1.12.2-Tetra-horoetnane X
c 1.00 C
0.0001 1
Ugul lbDay 79.44-5) 24V. Tetrachloro-X c
1.00 c
0.0001 u1A Itiay thylene 1127-18.4) 25V. Toluene l
a 1.00 c
001 1
gli ItDay 108-88-3) 26V. 1.2-Trans-Oichloroethyiene X
c 1.00 0,0001 1
ugi lb/Day (156-60-5) 7V. I.1.1-Tri-hloroethane X
1.00
.C 0.0001 1
ugA IbDay 71-554)
_I aV. 1I1l2-Tn-sloroewlan.
X 1.00 0.0001 1
Ug/
lb/Day (79-00-5)
I 29v. Tricrioro-X 1.00
.C 0.0001 1
Ur-ID/Day eihylene (79-014) 30V Trichloro-luoromethane X
1.00 0.0001 1
Ugh lb/Day (75-694) 31V. Vinyl 1.00 7
0.0001 1
tia Chloride (75-01.4)
GCUMS FRACTION -ACID COMPOUNDS IA. 2-Chloropheol X
9.09 0.0006 1
H lb/Day 3
55-57-8) 2A. 2.4-Dichloro-9.09 0.0006 1
ItV7ay Dhenol (120-83-2) 3A. 2.4-1meliyl-X y
9.09 0.0006 1
I ohenol (105-67-9)
____9_09 A. 4.6-Dinitro-O-X 9.09 0.0006 lb/
iDay resol (534-52-1) 5A. 2.4-Dntro-X 18.20 0.0012 1
ug ItiDay ohenol (51-28-51 A. 2-Nilrophenol X
c 0
1 I
88-75-5) 7A. 4-Nitrophenol X
c 9.09 000 1
Itiay 1100-02-7)
A. P-Chloro-M-X 9.09 0.0006 1
ID/Day resol (59-50-7) 9A. Pentacnioro-9
.09 0006 1
uT Itay phenol (87-86-5) 10A. Paenol X
1
-u-1 7a-y 108-95-2) hIA. 2.4.6-Tr-chlorophenol X
9.09 0.0006 1
ugA lb/Day (88-06-2)_
EPA Form 3510 2C (Rev. 2-85)
PAGE V-5 CONTiNUE ON PAGE V-6
IEPA I.D. NUMBER (copy rm Iern 1 of Form l)
IOUTFALLNUMBER NC0024392 004 CONTINUED FROM PAGE V-5
1. POLLUTANT
2. MARK X
3. EFFLUENT i
4. UNITS
5. INTAKE (optional)
AND CAS NO.
aare-D
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE (i available)
Qui-Int sent (if available)
(it avadable)
(it available)
a. NO. OF
a. Concen-
b. Mass
d. NO. OF ed (1) Concentration (21 Mass (to Concentrabon (2) Mass (1) Concentrabon
12) Mass ANALYSES tration (1) Concentration (2) Mass ANALYSES GC/MS FRACTION - BASE NEUTRAL COMPOUNDS 1 B. Acenaphtnene X
0.91 0.0001 1
W It'Day (83-32-9)
28. Acenaprtylene 0.91 1
UgA lb/Day (208-96-8)
38. Aninracene
-c 0.91 0.0001 1
Ugt b/Day 120.12-7t
__3_
48. Benzine X
45.50 0.0030 1
gA ItYa7 p92.87-5)
58. Benzo (a)
Atnracene X
0.91 0.0001 1
UgA lbDay 56-55-3)
68. Benzo (a) 0.91 0.0001 I
ugA Ib'/Day Pyrene (50-32-8)
78. 3.4-Benzo-luoranthene X
0.91 0.0001 1
UgA Ib/Day (205-99-2)
88. Benzo(grls 0.91 0.0001 1
ugA ttbDay Perylene (191-24-2) 9B. Benzo (Is)
Bluorantriene X
0.91 0.0001 1
ugA lb/Day 207408-9) t0B. Ba (2-Crworo-etnoxyl) Memane X
c 9.09 0.0006 I
ugA lb/Day 1 I 8. Bis (2-Ctloro-ethy)) Ether X
9.09 0.0006 1
UgA lb/Day (111.44.4) 128.Bis (2-Chloroiso-propyl) Ether X
9.09 0.0006 1
ugA lb/Day (108 t 13B. Bis (2-Ethyl-nexyl) Phehalate X
1.62 0.0001 1
ugA lb/Day 1117-8 1.71 148. 4-Brotho-poenyl Phenyl X<
9.09 0.0006 1
UgA VlbDay Ether(101.55-3)
ItI ts8. Buty Benzyt c
9.09 0.0006 1
u A t Day Phntatale (85-68-7) 16B. 2-Chloro-Xapthalene X
0.91 0.0001 1
ugA lb/Day (91-58-71 178. 4-Cloro-epnnyl Prieny X
9.09 0.0006 1
UgA lb/Day Ether (7005-72-31 0.91 0.000__lb/Day 18s. crirysene 0
0 1
ug IWla If218-01-9) 198. Dibenzo (aSh)
Anthrecene X
0.91 0.0001 1
ugA lb/Day 53-70-3) 208.
1.2-Ot-oro-
X3 5
O 5
1 u9/1
It)ay enzene (95-50 1)
18. 1.3-Dichioro-9.09 UA 0
lb/Day enene (541-73 EPA Form 3510 2C (Rev. 2-85)
PAGE V-6 CONTINUE UN PAUL V-7
I.........
EPA ILU.
NUMULE (COPy lhom itemi 01 form i)
NC0024392 UU I ALL NUMBERH 004 CONTINUED FROM PAGE V-6 l1 POLLUTANT
2. MARK X-
3. EFFLUENT
4. UNITS S. INTAKE (optional)
AND CAS NO.
a.e-lb.pre- [ca.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE C. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE lUI available) qur.
sen.
jsent (it avalaae)
(1 avaIlablel (if avaliable)
d. NO.OF
a. Concen-
b. Mass
a. NO. OF ted l
lM)Concentrabon (2 Mass (l) concentrabon (2) Mass (l( Concentraton (2) Mass ANALYSES tration t1( Conceniratlon (2) Mass ANALYSES GC/MS FRACTION BASE/NEUTRAL COMPOUNDS continued)
22. 1.4-Dichloro-X 9.09 0.0006
-u
-Ulba-y DenZene (106.46.7)
23. 3.3-3chioro-oenzine X
9.09 0.0006 1
ugA lb/Day (91-94-11 248. DOathyl Pmhalabe X
2.09 0.0001 1
ugfl lb/Day (84-66-2) 25B. Dinmityl Phthala X
9.09 0.0006 1
ug/
lb/Day 1131.11-3) 268. Dt-N-Butyl Phthalate X
9.09 c
0.0006 1
ug/
lb/Day 84-74-2)
27. 2.4-Dstro-9.09 0.0006 10I ay loluene (121.14-2) 28B. 2.6-Dmnro-9.09 0.0006 1
U9g IblDay toluene 1606-20-2) 29B. Do-N-Octyl Phthalate X
9.09 0.0006 1
ug lb/Day 117.8440) 30B. 1.2-D0pnenyl-nydrazine (as Azo-X c
9.09 0.0006 1
ugh lb/Day Denzenel 1122-66-71 31B. Fluoranthene X
0.91 0.0001 1
Day (206-44.0)
6. Fluorene 0.91 0.0001 1
Day (88*73-7(
33B. HexachorO-X 9.09 0.0006 lrb
/Day benzene ( 118-74-1)
I 34B. Heexa-chlorobutdadene X
e 9.09 0.0006 1
ugh lb/Day t87-68-3) 35B. Hexachioro cyc)opentachene X
9.09 0.0006 1
ugh lb/Day (77-47-4) 368. Hexacnloro-X 9.09 0.0006 1
-u-Ib(Day tlhan. (67.72-1) 378. Indeno 12U.3-ca)
Pyrene X
0.91 0.0001 1
ug lb/Day (193-39-5) 386. )sophorone 9.0 0.0006 1
u I/Day-(78-59.1) 396. Naphthalene X
0.91 0.0001 1
Ib/Day (91-20-3) 406. Nrliobenzene 9.09
-C 0.0006 Tu;i
-Ib/Day (98-95-3) 41B. N-Nhlo-sodimethylamme X
9.09 0.0006 1
ugV Ib/Day (62-75-9) 426. N-NuoaDOd-N-Propylamne X
9.09 0.0006 1
u lb/Day 621-64-7)
=
-P Fnrm 351.2C.
e.2A1P<FV7 nT~1 NPC cro rural as 1 u-sw nss, c onj
-^Q v {
-A 1-
-~J N
asV
IEPA I.D. NUMBER (copy Irom item I of Form II IOUTFALL NUMBER NC0024392 004 CONTINUED FROM PAGE V-7
1. POLLUTANT
2. MARK *X-
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
a.re-b.pre-lc ab
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE C. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE i available) qu-b ent sent
( avaIlable) it available)
(of available)
d. NO. OF
a. Concen-
b. Mass
a. NO. OF ea (l) Concentraton (2) Mass II)Concentraion (2) Mass (1) Concentration (2) Mass ANALYSES tration (I) Concentrablon (2) Mass ANALYSES GCIMS FRACTION - BASE/NEUTRAL COMPOUNDS (continued) 438. N-Nibo-soaipnenytlamne X
C 9.09 c
0.0006 1
UgI IbDay 886-30-6)
X I I
t 44B.Pnenanyirene
=
c 0.91 0.0001 1
ug 1 Ib/ay-63.-01.8) 45B. Pyrene 0.91 0.0001 1
Day (129-00-0) 46E. 1.2.4-TI-wroebenzene X
9.09 0.0006 1
u94 IlbDay (120-82.1)
GCIMS FRACTION - PESTICID ES IP.Ad r
A 0.02 0.0000 I
r u_
ID/Day 1309-00-2)
Z 2P. alpna-BHC 7
l 0.02
-c 0.0000 1
ugr lb/Day.
319-84-6) 3P.
beta-BIHC X
0.02 T
0 01ug1D iT-ay 4P.
gamma-BiC l
0.02 l<
0.0000 1
u Ib/Day sa-89-9) 1 1
1 1
1 I
t dP.
elta-SHC l
l X
IC 0.02 l
0.0000 1
ug 1b(Day 319-86-8) 1=
1 I
IIII.
P. Chlordane 0.24 1
1 5 7ay 57-74-9) 7P. 4.4'-DDT l
0.04 0 0
° 00
°r'Da 50-29-3)
________ay 72-55-9) 6P. 4 DDE l00 X l <
0.04 l
0.0000 I
Ug1 lb/iDay IP. 4 4-DDD lT X
.4 l<
000 1
Ur 11 V~l7 72-54-8) iOP. Dielorin
-f lb/
1EV'Day 60-57.1) iIPalpipa-Endosullan
-X 0.02 1
0 12P. bela-Endosulian I
Ta 004 y
1 0
0 iE/7 (115-29-7) 13P. Endosuilan Suil ate X
0.04 0.0000 1
Ugl (1031-07-8) t4P. Endrm X
0.04 0.0000 b/Day (72-20-8) 1SP. Endrin Aehyde X
c 0.04 0.0000 1
ugll a7421A-93-.4)
_I_
lb/Day___
16P. tleptacnlor 0.02 1
.00 1
T u1llbDay 7'6-4-8)
EPA Form 3510 2C (Rev. 2-85)
PAGE V-8 CONTINUE ON PAGE V-9
EPA l.D. NUMBER (copy (rom Item I of Form I)
NC0024392 OUTFALL NUMBER CONTINUED FROM PAGE V.8 004
1. POLLUTANT
2. MARK X
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
a.
icaD j
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE d avaslatle) qu.- heft sent (i8 avaitateI)
(4t avai late)
(l a*a lable)
a. NO. OF
a. Concen-
b. Mass
d. NO. OF ed (I) Concentrabon (2) Mass (I) Concentaton (2) Mass (n) Concentratron (2) Mass ANALYSES tration
() Concentration (2) Mass ANALYSES GCIMS FRACTION.PESTICIDES ( ontinued) 17P. Heptacoiror Epoxiade X
0.02 0.0000 1
UgA lb/Day 1024-57-3) 18P.
PCB-1242 I
X 0.49 lb/
1 ugr IDay 53469-21-9) 19P.
PCB-1254 X
0.49 0.0 1r IYDay.
(t097-69-1)
OP. PCB-1221 X
0.49 1 13-01Ib/Day 11104-28-2) iP. PCB-1232 X
0.49 a
1 Uy 11141-16-5) 2P. PCB-248 X
0.49 l
0.0000 1
U 12672-29-6) 0.4
______I_____Da 3P.PCE-1260 I
X 0.49 1
0.0000 1
ugpl WDay 411096-82-5) 24P.PCB-1016 X
0.49 1
o 1
Day 12674-11-2) 25P. Tosapiene 0.97 y
0.0001 1
U 1
-Dai 8001-35-2)
EPA Form 3510.2C (Rev. 2-85)
PAGE V-9
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.
SEE INSTRUCTIONS EPA I.D. NUMBER (copy from Item 1 of Form 1)
NC0024392 1
OUTFALL NO.
V. INTAKE AND EFFLUENT CHARACTERISTICS (continued from page 3 of Form 2-C) 005 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.
2. EFFLUENT
3. UNITS
4. INTAKE (optional)
1. POLLUTANT
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE bf avajiable)
(if available)
d. NO. OF
a. Concen-
b. Mass D. NO. OF (I) Concentration (2) Mass (I) Concentration (2) Mass (I) Concentraion (2) Mass ANALYSES tration If lConcentration (2) Mass ANALYSES Ba.
iochermical Oxygen 3.00 7.1600 1
mg/t lb/Day Demand (BOO)
l. Chemical Oxygen
.C 20.00 47,7334 1
mngA lb/Day Demand (COO) c Tolal Organic 3.98 9.4989 1
mg4 It(Day Carbon (TOC)
d. Total Sustpended 4.00 9.5467 5
556.2 4.0625 21.5 15 mgA lb/Day SolidS (TSS) e Ammonia (as N) 0.04 0.0955 1
mgl lb/Day
.Fow VALUE VALUE VALUE MGD X
VALUE 0.286 13.33 0.633 234 h
Temperature VALUE VALUE VALUE VALUE iwinter) 9.5 1
DEGREES CELSIUS n Temperature VALUE VALUE VALUE VALUE 4summer)
X DEGREES CELSIUS pH MINIMUM 6
MAXIMUM MINIMUM MAXIMUM 64
__________6.16l 9l j
6.
.ss 20 STANDARD UNITS PART B - Mark *X" in column 2a for each pollutant you know or have reason to believe is present. Mark *X-in column 2b for each pollutant you believe to be absent. It 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. POLLUTANT 2. MARK Xl
2. EFFLUENT
_3.
UNITS l
4. INTAKE (optional)
AND CAS NO.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE i available) pi.Pr DaDI-l (ot available)
(if availabte)
d. NO. OF
a. Concen-
l. Mass Ma l
l. NO. OF sent sent ot)Concentraton i (2) Mass lI) Concentration (2)Mass fit)Concentratlon (2) Mass ANALYSES strallon (I))Concentration (2)Mass ANALYSES Bromide X
1.00 j
2.3867 1
mg/i lb/Day 24959.67-9) 1 1
1 1
1 11 1
1 11 1
lD Chlorine.
X l 0.04 0.0955 1
mg9 lb/Day 0Toal Residual I
I
c. Color X l 5.00 X
X X
1 Std. Units X
X d Fecal X l 14.00 X
X X
I Colonies X
X Coliorm,
________l_
/100 ml l
a. Fiounde X j j
0.10
-C 0.2387 1
mgl lb/Day t169U448-8a III Nitrate.
X 0.13 0.3103 1
mg4 lb/Day WN rite las N)
MO EPA Form 3510-2C (Rev. 2-85)
PAGE V-11 CONTINUE ON PAGE V-2
I....,
L-i NUM.E R
e tI l
Ini i-.iN I LI LASS F.

F 005 ITEM V-B CONTINUED FROM FRONT NC0024392
1. POLLUTANT
2. MARK *x-
3. EFFLUENT
3. UNITS
4. INTAKE (optional)
AND CAS NO.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE d available) a*pre-b.ab (di available)
(id available)
d. NO. OF
a. Concen-B. Mass
b. NO. OF sent sent
1) Concentration (2) Mass (o Concentration (2) Mass
)t) Concentratios (2) Mass ANALYSES tration (1) Concentration (2) Mass ANALYSES
. Nitrogen.
Total Organic X
0.86 2.0525 1
mgA lb/Day as N)
.Oil anc rease 5.00 c
11.9334 5
556.2 4.311 22.8 16 mg1 lb/Day
. Pnospnorous as P). Total X
0.01 0.0239 1
mgA lblDay 7723.140)
. Radioadc)y
=
=
1) Alpha.
Toal X
-*2.30E-01 X
X X
X X
I pCBl X
(2) Beta.
otale X
1.57E+00 X
X X
X X
I pCi/
X (3) Kaoium.
otal X
c 2.00E+00 X
X X
X X
1 pCoI X
4) Naoaum 26.Total X
1.00E-01 X
X X
X X
1 pCi/l X
SudaeteI as SO4)
X 6.40 15.2747 1
m91 lb/Day 14808.79-8)
Sulfide asS)
X 0.50 1.1933 1
mgA lb/Day M. Sutit-e as S03)
X 2.00 4.7733 1
m91 lb/Day (14265-45*3)
. Surtactants X
0.10 0.2387 1
mg1 lb[Day
o. Aluminumn.
otal A
0.74 1.7759 1
mg1 lb/Day (7429-90-5)
P. Barium.
otal A
0.01 0.0263 1
mg1 lb/Day (7440-39-3)
q. Boron.
otal X
0.10 i
0.2387 1
mg1 lb/Day 7440-42-8)
".Cobalt.
Totalt X
1.00
.C 2.3867 1
mgl lb/Day 7440-48-4) s.tIron. Ttow_
7439-89-6)
A 0.23 0.5585 347 38599.9 160.81 849.5 s5 mg/l lb/Day
1. Magnesium, otal X
1.95 4.6540 1
m91 Ib/Day 7439-95-4)
u. Motyboenum, otal X
1.00 2.3867 1
m9I lb/Day 17439-98-7)
v. Manganese.
otal A
0.07 0.1599 1
m94 lb/Day 7439-94-S) wtm. Total_
(740-3t-S)
A 0.05 0.1193 1
m91 lb/Day xrTitanium.
Total
< i 0.01 iC 0.0239 1
m91 lb/Day 7440-32 4)
A AA A
A EPA Form 3510-2C (Rev. 2-55)
PAGE V-2 CONTINUE ON PAGE V-3
EPA I.D. NUMBER (copy orom Item I of Form l)
NC0024392 OUTFALL NUMBER 005 CONTINUED FROM PAGE 3 OF FORM 2-C 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 *X-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 *X-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. Ii 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, acrylonitnile, 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 *X-
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
are-D.pe-cea-
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE Id avadlable) quir sent sent (it available)
(it available)
(it availablel
. NO. OF
a. Concen-
b. Mass
a. NO. OF ea
() )Concentration (2) Mass tI) Concentrabon (2) Mass (I) Concentration (2) Mass ANALYSES tration ttt Concentration (2) Mass ANALYSES METALS, CYANIDE, AND TOTAL PHENOLS
________I IM. Antimony.
007 1
7 ItVDay Total (7440-36.0) 2M. Arsenic. Total I M 0
1 u
ItDay 17440-382)1 3M. Beryllium.
X 0.50 C
0.0012 1
ugA 10it y Total (7440-41-7) 1 14M. Cadtinmr X
O.S
.02u4 IVa l5M. Chromum.
1.t0 U
0 I
Total (7440-47-3)
I 6M.Copper Total X
0.01 I
MP
/Day 1(7440-50-8) 20 b
7M. Lead, Total 2.00 0.0048 1
ugh Day 7439-92-1)
M.Mercury, Total 0.10 I
u/l l/Day 7439-97.6)
M. NMckel.
Total 7
00 lb/Day 7440-02-0) loM. Selenrum.
X 2.00 0.0048 1
D /tDay Total (7782-49-2)
II M.Sitver. Total X
0.50 0.0012 1
ug/
ItDay 7440.22-4) t2M. 7tallium.
X 2.00 `
4.7733 1
mgr ItDiay ot al&
t7440-2840) 13M. Zinc. Total X
0.02 00477 1
lbDay p7440-664) l14M. Cyanide.
0.00 Q 0.0048 1
lt/Day
.I otal (S7-12-S 15M. Prenols.
0.01 0.0286 1
mg" ItVay DIO XIN
,.3.78 Tetra 1
IDESCRISE RESULTS roibenzo P l X l NOT DETECTED 0x.n (I 764-016)
I'
-DAfrO V-J5 irirTlMl r e10 Dl Ar-r l.L Errwi
.r,.r..co I
-t-e.
roux w-v wvlrwcv
-ow I a_
EPA I.D. NUMBER (copy from Item 1 of Form 1)
OUTFALL NUMBER NC0024392 (005 1
CONTINUED FROM PAGE V-3
1. POLLUTANT
2. MARK X-
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
a.re-b.pre-c.ab-
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE
,t avaldabie) quir.
sent sent (if available)
(if available)
(if available)
d. NO. OF
a. Concen-
b. Mass
d. NO. OF ed (1) Concentration (2) Mass (1) Concentration (2) Mass (1) Concentration (2) Mass ANALYSES tration (1) Concentration (2) Mass ANALYSES GC/MS FRACTION - VOLATILE COMPOUNDS i
Iv. Acrolein T
c 20.00 0.0477 1-1IbDay (107.02-8) 2V. Acryloratride 20.00 0.0477 1
-9 lbDay 3V. Benzene 2.00
.0048 1
ugA Itla-y=
(71-43-2)
V. BIs (Choro-I ethytl) Etner X
X X
X X
X X
X ugl lb/Day X
X X
1542-8al I
v. Bromotorm 2.00 00 48 1
i g
-urlb/Day (75-25-2)
GV. Carbon Tetrachloride X
c 2.00 c
0.0048 1
ugAI lbDay 156-23-5_
7V. Cnloroenzene 2.00 c
0.0048 1
uA Ib/ Day av. choroik-woometnane X
c 2.00 0.0048 1
ugA lb/Day (124-48-1_
sV. Chloroethane X
c 2.00 c
0.0048 1
r ltDa 75-00-3) ov. 2-Chioro-thylvinby Ether X
c 2.00 C
0.0048 1
Ugfl lb/Day 110-75-8)
I lIV. Chiorotorm X
c 2.00 0.0048 ugA ItvDay 467-66-3) l2v. Dchioro.
omnornrlnane X
c 2.00 0.0048 1
ug/I lblDay (75-274)
I 13V. Dhlwoo-
,3Onuoromethane X
c 2.00 c
0.0048 1
ugl lb/Day (76-61 *8)I t4V. 1. I-Dichoro-X 2.00 c
0.0048 1
ug IVDay ethane 175-34-3<
2.00 0.0048
_u__
ISV. I 2-DKoitlro-Xr 2.00 c
0.0048 ur/
Ib~a etiane (107-06-2) 16V. l.I 0-Dicoro-X c
2.00 c
0.0048 1urg/
ItDay thylene (75-354 I
17V. 12zDKchoro-X c
2.00 c
0.0048 1T IblDay oropane (78-87-S)
I 16V. 1.3-Dclroo-X 2.00 I0 4
uryl loDay fopylene (542-75-6)
I 1V. Etnytenzene c0.0048
-r 1
I b
l a1 y
100-41-4) ov. Methyl c
2.00 YOUc 1
ugt ILvDay drornide (74-63-9e 2V. Metl C
2.00 c
0.048 o /Day Cnto, (74-87-3_____
CFP -,.. 3C50LoC (Rev. 2-85 PAGE V4 CONTINUE ON PAG v.sc crorIu-.1 I- -
. rv-Eves I swum vat routs w-
EPA I.D. NUMBER (copy Irom Item 1 ol Form 1)
OUTFALL NUMBER I2 005WIW I
171 CONTIMINFf FROM PAGF V.A
1. POLLUTANT
2. MARK X
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
are. j.pre-fc.ab.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE tit available) qur-sent sent (if available)
(it available)
(if availabiel
0. NO. OF
a. Concen-
b. Mass
d. NO. OF ed I(_ ) CConcentratron 1(2 Mass I ) Concenration (2) Mass (I) Concrntralton (2) Mass ANALYSES tration (l) Concentrabon (2) Mass ANALYSES GC/MS FRACTION - VOLATILE COMPOUNDS (conlinued) 22V. Methylene X
2.00 0.004*8 1A UJlia-y choride (7509-2) 23V. 1.12.2-Tatra-chloroetnane X
2.00 0.0048 1
ug9/
lbDay 79.34-5) 24V. Tetrachloro-X 2.00 0.0048 1
Ug1 lb/Day ethylene (127-18-4)
__2 00 sv. Toluene 2.00 0.0048 1louay (108-88 3) 26v. 1.2-Trans.
DiChlotoethylene X
2.00
.C 0.0048 1
Ugdl lb/Day 156-60-5) 27'V. I.I.I.Tri-chioroethane X
2.00 0.0048 1
Ugh lbUDay 71.55-6) 28V. 1.1.2-Tn-29v.roothane X
2.00 0.0048 1
Ug1 lb/Day (79-00-5) 9V n
-r.-
~
Z - - -
ugA'Dj ethylene (794104) 30V. Trrchioro-luoromelnane X
2.00 0.0048 1
ug/
lb/Day 31V. Vinyl 2.00 0.0048 u
u lU ay Choride, (75-01-4)
GC/MS FRACTION - ACID COMPOUNDS IA. 2-Chioroprenol X
ic 10.00 0.0239 1
U9/
bifay 95-57-8) 2A. 2.4-DOcloro-10.00 i
0.0239 1
u lUDay
^ henol (120-83 -2)
I-O a
_y 3A. 2.4-DOnethyl.
10.00 i
0.0239 1
U phenol (10547.9)
_____ ____a_
4A. 4.6-Dnitro- 0 25.00 0.0597 1
pF lU~a Cresol (534-52-1)
_______0_
0597 SA. 2.4-Datro-X 2.05 1
lb /VDay rnenol_(51-28-5) 6A. 2-Niurophenol 7
10.00 0.023 1
U lUDay 88-75-S) 7A. 4-Nitrophenol 25.00 0.057 1
tDay (100-02-7)
&A. P-Chloro-M-10.00 0.0239 1
u1 15a Gresoll (59.50-7)
A. Penachloro-25.00 0.0597 1
U~ay phenol (87-86-5)
OA. Phenol c
9 10.00 0.21u lb/Day i108-95-2)
IIA. 2.41.6-Tni-1.lorophenrol X l 10.00 0.0239 1
UgA lbUDay 88-06-2) try. Formi 00u-f Inks, )f.
C0) ruv EPA win 3510-2-85) w
-rs I law
-rru h
IEPA 1.D. NUMBER (Copy Irom Item 1 of Form I)
IOUTFALL NUMBER NU;UU243YS)
UUb IJUN I INUL-tI I-HUM WAUk!I Vet
1. POLLUTANT
2. MARK *X
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
ajo. j.pre-c.ab.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE it available) quir.
sent senl tI available)
(if avallable)
(it available)
a. NO. OF a. Concen-
b. Mass
d. NO. OF ed oI) Corientrabon l
2) Mass 0I Concentration
12)
Mass I I Concentration 121 Mass ANALYSES tration (I) Concenrlaton 121 Mass ANALYSES GC/MS FRACTION -BASE NEUTRAL COMPOUNDS IB. Acenaphthene x
10.00 0.0239 1
ug I tV Day I83-32-9) 2B. Acenaphytene
_c 10.00 0.0239 1
gIb IDay 208-96-8)
B. Anwtfacene 0<00.0 1
0023 1u/liay 120-12-7)
B8. 6enzsine 80.00 0.1909 1
ItDay 92-87-sl Bs.
Benzo (a)
Atnracene X
10.00 0.0239 1
ug/l lb/Day 56-55-3) 6B. Benzo (a) 10.00 1
lb/
IVDay Pyrene (S0-32-8)
78. 34-senzo-ffwantnene X
10.00 0.0239 1
ugh lbDay 1205-99-2)
Bs.
Benzo (ghi)
X 10.00 0.0239 1
-l/ lb/Day Perylene 1191-24-21 jB. Benzo (k)
Fluorantrene X
10.00 0.0239 1
Ugh lb/Day 1207-08-9) 108. Bsa (2-Chlomo-thoxyl) Methane X
10.00 c
0.0239 1
Ugh lb/Day 111.91.10_
11 B. Bis t2-Chloro-ty)) Ether X
10.00 0.0239 1
ug/
lbDay 111.-444) 12s.Bis (2-Clilorosd-opyl) Ether X
10.00 0.0239 1
ug/
lb/Day 108.60-1) 138. 818(2Ethyl_
hoxyl) Pherlalate X
14.00 0.0334 1
ugl lb/Day (017-St-7) 148. 4-Bromo.
rhenyi Pnenyl X
10.00 0.0239 1
ugh lb/Day Ether1101.65-3) 158. Bury)
Benzyl X
10.00 0.023 13 u91 Itiiay Prithalale (85-68-7) 16B.
2-CNoro-napnthalene X
c 10.00 0.0239 1
ugA lb/Day 91-58-7) 17B.4-Crdoro-pnenyl Pheny X
10.00 0.0239 1
ugh lb/Day EOier (7005-72-3) 188. Chrysene 10.00 1
Day (218-01.9) i98. ib*enzo (ahnI Anthracene X
10.00 0.0239 1
ug/
Ib.Day s53-70-3) 13.,2 0 <
10.0 UT2 Iugh lb/Day 208. 1.2-0smtioro-X c
10.00 1.23 ug/
1i D
enzene (95-.501)
18. 1.3-0sloro-N 10.00 0.0239 ug b/Day enzene (541-73 11
=
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EPA I.D. NUMBER (copy Irom Item I of Form 1)
I NL1.U.243Yi2 OUTFALL NUMBER UUb UUN I NUtU I-HUM l-AUI V-b
1. POLLUTANT
2. MARK X'
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
are.
D.Cre-1c.ab.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE C. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE (if available) quir-sent sent (ot available)
(It available)
(it available)
. NO. OF
a. Concen-
b. Mass
d. NO. OF ad
[
) Concentration (2) Mass I) Concentration (2) Mass Il) concenuation (2) Mass ANALYSES tration f
lConcentration (2) Mass ANALYSES GC/MS FRACTION - BASE/NEUTRAL COMPOUNDS (continUed) 22B.
1.4-Dicltoro-X 10.00 0.0239 1
U/
I onzet (10646-7)
B3. 3.3-Dichtoro-Wenztdme X
25.00 0.0597 1
ugA IbDay B4. Diethyl Ptnalate X
10.00 0.0239 1
Ug91 lb/Day 8446-2)
,5. Dtrretnyl Pritnalate X
10.00 0.0239 1
Ug/I lbDay 1131-11-3) 26B. Di.N.Butyl Prih4alate, X
10.00 0.0239 1
Ug9 lb/Day B84-74-2) 278. 2.4-Dnutro-10.00 0.0239 1
U94 lb/Day boluene 1121.14-2) 288. 2.6-Dntio-10.00 9
1 I94 ItiDay loluene (606-20-2) 29B. Di-N-Octyl Pritnalate X
C 10.00 0.0239 1
ugA lb/Day (11768440)
Ba.
1.2-Dionenylt ynyrazine (as AZo-X 10.00 0.0239 1
UgA lb/Day enzene) t122.66 7) l1 B. Fluoranriones.
10.00 I
1 U9 1
lb/Day
,206-44-0) 328. Fluorene X
10.00 b
0.0239 1
U/-
IDlUay (86-73-7) 33B. Hexachtoro-X 10.00 0.0239 1
U911 --
Day benzene (118-74-1)
48. Hexa-ChOrowUladens X
25.00 0.0597 1
UgJ lb/Day (87-68-3_
3S8. Helachloto.
cyclopenadlisen X
10.00
.C 0.0239 1
Ug/I lb/Day 77J47_4) p68. Hexachloro-10.00 0.0239 1
u9{1 I6a-y-metane (67-72-1t 1___..
378. Inde50 1.2,3-cd) Pylons X
10.00 0.0239 1
Ugh lb/Day p88. Isophorone 10.00 01 U1 IiDay 178-59-1 p9B. Naphinalene X
10.00 0.0239 1
Ur-
)tiaY t91.20-3) p08. NlroDenzene X
10.00 C
0.0239 U-iir-Ii ay i98-95-3)
,B S. N-Nbto-diamelthyianmne X
10.00 0.0239 1
UgA lb/Day (62-75-9) 2B. N-NitrosOdi-N-Propyla.-sne X
10.00 0.0239 1
Ug91 lb/Day 621-64-7)
=_
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Aln tFA Foam JIU wz% j~ev-g2 01 rAGE. V 7 CONTIINUE: UN PAGE V-8
EPA I.D. NUMBER (copy fom Item I of Form 1) jOUTFALL NUMBER NC0O24392 I
005 CONTINUED FROM PAGE V-7
1. POLLUTANT
2. MARK X-
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
ale.
b.pre: c.ab.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE it available) qu.- IenI 5ent If avalwable (if available)
(di available)
a. NO. OF
a. Concen-
b. Mass
d. NO. OF ea
(\\) Concentrabon (2) Mass j
(1) Concentrabon (2) Mass (t) Concentrabon
12) Mass ANALYSES tration (1) Concentrabon (2) Mass ANALYSES GCiMS FRACTION - BASE/NEUTRAL COMPOUNDS (continued) 438. N-Niro-_
sodiphenylamtne X
10.00 0.0239 1
ugt lb/Day (86-30-6)
UB. Pliananthrene 10.00 0.0239 1
A 055Fy 4SB.
Pyrene
=
=
10.00 a
0.0239 1
y (129-00-0) 466.1.2.4-Trli twobenzene X
10.00 0.0239 1
ugA ItbDay GC/MS FRACTION
_-___I__
___II_
I P. ltrn X
0.05 0.0001 1
ug1 lb/Day i309-00-2) 2P. alpfla.Hc:
W c
.0 1b Da (319-84-6) 3P. beta-BNC T
1 1 005 T
00001 1
b /Day
'315-85.7)
__rIII T
I
_u_____
4P. gamma-BHC I
XayT 158-89-9)
(P. 8elta-8C 0.10 0.0002 1
UgA lo/Day, (319-86-8) 6P. Ctiorcane X
0.50 0.0012 1
ug IMDay 57.74.9) a_
__t___ __ay__
7P. 4.4.DDT X
0 00 1
u1 Iia
'50-29-3) 6P. 4.4-.DE
=
0.10
0.
1
-- I**'
tDy=
(72-55-9) 9P. 4.4ebDOO
=
0.10
-D 0.0002 1
u7 IlVDayT (72.54-8) lOP. Diovwa-rnm 0.10 0.0002 1
U9 Day 160-57.1) 1 IP.abpha-Entosultan
= -
0.10 0.0002 1
I Va 1a-=
(115-29-7)__
12P. bea-Enososullan X
Q1
0.
1 ug/laD 1115-29-7) 13P. Enoosullan ulfatoe X
0.10 0.0002 1
ugDl 11031-07-8)
.05
._1 U
y 14P. Enarai May~~
172-2 0.8) 15P. Endhinn A1enyde X
0.10 0.0002 1
ugA 116P.
Heptacrilor
-UUQ1 1
A 1otua EPA Form 3510-2C (Rev. 2-85)
PAGE v-8 CONTINUE ON PAGE V-9
EPA LD. NUMBER (copy from Item I of Form I)
I NC0024392 OUTFALL NUMBER 005 CONTINUED FROM PAGE V-8 1.POLLUTANT
2. MARK*X
3. EFFLUENT
4. UNITS
5. INTAKE (optional)
AND CAS NO.
a.ru jti.re.
e-ca.
a. MAXIMUM DAILY VALUE
b. MAXIMUM 30 DAY VALUE
c. LONG TERM AVG. VALUE
a. LONG TERM AVG. VALUE tf available) quit-sent sentI If available)
(if available)
(if available)
d. NO. OF
a. Concen-
b. Mass
d. NO. OF ed
(
I) Covicenlrabion (2) Mass (I) conicentrationi (2) Mass (I) Concentration (2) Mass ANALYSES tration (1 IConcentration (2) Mass ANALYSES GC/MS FRACTION - PESTICIDES (continued) tiP. HeptamCor Epoxide X
1.00 0.0024 1
Ugl lb/Day 1024-57-3)
I t8P. PCB-1242 1.00 0.0024 1
ItWDay 53469-21-9) 1tP. PCB-1254 XZ
=
.00 0
4 1b
/iEDay 11097-69-0) 20P. PCB-1221 X
1.00 0.0024 1
lbI /Day 11104-28-2) 21 P. PCB-1232 l ba 1.00 0.0024 1
U/liay 1t14 1.16-S)
Day 22P. PC8-1248 X
1.00 0.0024 1
U9g1 1ltDay 12672-29-6) 0.0024 1
ugA 23P.PCB-1260 X
1.00 a
0.0024 1
gr IbiDay 11 096-82-6)
___I 4P. PCB-1016 X
c 1.00 0
1 u
1IFA 12674-11-2) 1 5P. Toxaphene x
1.00 0.0024 1
uh l'D3ay r8001-35
2) cr-ro
,a l Uses te.--
b rose wow
APPENDIX I FLOW DIAGRAM
Standby Nuclear Service Water Pond SNSWP 4-Storm Drains Appendix I McGuire Nuclear Station NPDES Flow Diagram NC002439 P
Normal Flowpath LAKE NORMAN 1 I
A I
. i T
Nuclear Service Water RN 22.2 MGD
[
L-1 i
I 4,
2626 Total MGD Low Level Intake (LLI-)
L Alternate Flowpath Condenser Cooling Water RC 2604 MGD r
LAKE NORMAN DISCHARGE WW001 l
Low Pre!
.O tA A
I I
I I
I I
I t 0.0079 MGD
J.
i
.t4U..
1,
.1I,
.11 I
Fire Protection ssure ater RL I
I I
>.I IIQ I
urVICe vv.
I I
=
Filtered Water YF Reverse Osmosis Unit RO H Demineralized Water YM Primary System Coolant Drainage and Leakage co 0)
Regen Waste R..
Secondary System a)
Drainage and O3 Leakage Ia I RadvV I I Syst (W1 I
Wwm 1L!
I.
I
Garage' I
Wash I *Lincoln C I
IPIn,4e %A)
Water Treatment Room Sump Ventilation Unit Condensate Drair Tanks (VUCDT) 0.0015 MGD aste lem M) 104 Vehicle Area r Turbine
'ashing ion eachate IIIII Solut
Landfill L
NDE Photographic Waste
Island Lab Waste
'Island HVAC Cooling Towers
Oil Water Separators 4
I i---- I I
z I
i I
i I
I I
I I
I I
I I
I--------I E
Last Revised June 14, 2004 I
Ek; W,Ww w9 IIIVtajti
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I -
APPENDIX II SUPPLEMENTAL INFORMATION FOR McGUIRE NUCLEAR STATION
NPDES SUPPLEMENTAL INFORMATION FOR MCGUIRE NUCLEAR STATION Revision 4: 8/30/04
TABLE OF CONTENTS OVERVIEW 4
STATION INTAKE 4
Surface Intake 4
Subsurface Intake 4
NUCLEAR SERVICE WATER 5
Containment Spray Heat Exchangers 5
CONVENTIONAL LOW PRESSURE SERVICE WATER 6
FIRE PROTECTION SYSTEM 6
OUTFALL 001 Cond'enser.Cooling. Water 7
Ventilation Unit Condensate Drain Tank (VUCDT) 8 316(a) Study and Thermal Variance 8
OUTFALL 002 Water Treatment Room Sump 9
Filtered Water System 9
Drinking Water System 9
Dernineralized Water Sstem 10 Turbine Building Sum s I1I Diesel Generator Room Sumps 12 Lab Drains 12 Condensate Polisher Backwash 13 Steam Generator Blowdown 13 Wet Lavup 13 Auxiliarv Electric Boiler Blowdown 13 Groundwater Drainne System 14 RC System Unwatering 14 Closed Cooling Systems 14 Stand-by S-hutdown Facilt 14 Steam Generator Cleaning 14 Miscellaneous System/Component C leaning 14 Alkaline Boilout Solutions 15 Acid Solutions 15 Acid Solution Additives 15 Page 2 of 22
EDTA Compounds and HEDTA 15 Miscellaneous Compounds 1 5 Landfill Leach ate 16 McGu ire Office Complex 1 7 Nondestructive Examination 17 Medica Faility 17 Lincoln Combustion Turbine Blade Wash Water 18 Ice Condenser 18 O U T F A LL.....-

0 0 3

..... 11.........-...... -........................
OUTFALL 004 Floor, Equijpment, and Laundry Drains 19 Ventilation Unit Drains 19 Chemical Volume and Control System 19 Chemical Treatment in WM System 20 OUTFALL 005 Standby Nuclear Service Water Pond
__20 Administrative Building Drains _ _
-20
-RC System Unwatering
-21 Filtered Water 21 HVAC Unit Drains 2 1 Yard Drains 21 OUTFALL 006 2 1 Page 3 of 22
OVERVIEW The McGuire Nuclear Station is a two unit nuclear steam electric generating station. It is owned and operated by Duke Energy Corporation. Each unit has a four loop pressurized water reactor.
Reactor fuel consists of uranium oxide pellets clad in zirconium alloy fuel rods. Reactor heat absorbed by the Reactor Coolant System (primary side) is transferred to four steam generators to produce steam (secondary side) sufficient enough to drive a turbine generator with a design net electrical rating of 1180 megawatts.
The nuclear reaction is controlled by control rods and chemical neutron absorption. Boric acid is used as a chemical neutron absorber and to provide borated water for emergency safety injection.
During reactor operation, changes are made in the reactor coolant boron concentration.
A schematic diagram of water use and waste water discharges for McGuire Nuclear Station is attached as Appendix 1. It is possible for any of the discharges to contain low levels of radioactivity. All discharges of radioactivity are regulated by the Nuclear Regulatory Commission in accordance with 10 CFR Part 20 and 10 CFR Part 50. The following is a brief description of the major systems.
STATION INTAKE All water for McGuire Nuclear Station is withdrawn from Lake Norman through a dual intake system, a surface and a subsurface system. These systems supply the Main Condenser Cooling Water (RC), Conventional Low Pressure Service Water (RL), Nuclear Service Water (RN), Fire Protection System (RF/RY), and Containment Ventilation Cooling Water System (RV).
Surface Intake McGuire Nuclear Station has two power generating units with four RC pumps per unit. There are two intake screens per pump for a total of 16 screens. The intake screens are back washed on an intermittent basis to prevent differential pressure buildup across the intake screens. The frequency of cleaning is determined by the amount of debris on the screens. Approximately 8,500 gallons of water are used to backwash each screen. The water is returned to Lake Norman at the intake bay. The backwash water is raw lake water. No chemicals are used in the backwash water.
Subsurface Intake The subsurface intake (Low Level Intake) is located near the bottom of Lake Norman at Cowans Ford Dam. There are six low-level intake pumps with a capacity of 150,000 GPM each. During certain times of the year, this system pumps cooler water from the lake hypolimnion (perpetually cold water in the lower part of the lake) and mixes it with the warmer water in the surface intake Page 4 of 22
structure during times of high lake surface water temperatures. At all times of the year, the Low Level Intake (LLI) supplies water to RV and RN.
The LLI lines are periodically drained for inspection to the Catawba River just below the Cowan's Ford Dam.
NUCLEAR SERVICE WATER The Nuclear Service Water (RN) System is a safety related, once-through, non-contact Cooling water system. The RN System supplies cooling water to various heat loads in both the primary and secondary portions of each unit. There are two pumps per unit (four pumps total) that are capable of delivering 17,500 GPM per pump. The water supply is from Lake Norman or the Standby Nuclear Service Water Pond (SNSWP). Water from Lake Norman is supplied by the RC system from the surface intake or by the Low Level Intake (LLI). The normal source of water is the LLI system. The normal discharge is to Lake Norman through Outfall 001.
The SNSWP is a 34.9 acre pond designed to provide cooling water for the safe shutdown of the station in the unlikely event that Lake Norman becomes unavailable. The level in the pond is maintained, per requirements of the McGuire Nuclear Station Technical Specifications, by pumping water from Lake Norman into the pond. The pond overflows to the Catawba River via the Wastewater Collection Basin (WWCB), Outfall 005. The pond also receives storm water runoff from a drainage area of 100 acres. When the RN System is aligned to take suction from the SNSWP, discharge is back to the SNSWP. This recirculation mode is normally implemented for three hours every six weeks.
As a result of accelerated corrosion of RN System components, some components have corrosion inhibitors added. Corrosion inhibitors may contain nitrites, borates, carbonates, silicates, hydroxides, triazoles, and azoles. Low levels of one or more of these corrosion inhibitors would be discharged at environmentally acceptable levels.
Macrofouling by Corbicula (Asiatic clams) and Dreissena (Zebra Mussels) can impact the safe operation of the station. We currently do not have a problem with Zebra Mussels in Lake Norman but other utilities have experienced macrofouling with Zebra Mussels. Microbial influenced corrosion (MIC) has caused failures of piping and heat exchanger tubing due to pitting. Non-oxidizing biocides, chlorine, or sodium hypochlorite may be used at concentrations, which will not impact the environment to address macrofouling and MIC. Surfactants, which act as biopenetrants may be added along with biocides to improve their efficacy. To prevent mud fouling of components cooled by the RN System, dispersants are added.
CONTAINMENT SPRAY HEAT EXCHANGERS In order to mitigate corrosion of carbon steel, a wet lay-up system is being used on the Containment Spray Heat Exchangers (NS). Various corrosion inhibitor solutions containing nitrites, borates, azoles, and triazoles may be used. The corrosion inhibitor solution is released 5 Page 5 of 22
to 10 times per year per heat exchanger (2 heat exchangers per unit ) to either the SNSWP or Lake Norman via Outfall 001, during the flow balance and heat exchanger performance testing.
Each heat exchanger has a capacity of 3600 gallons. Organic biocides are added for biofouling control.
CONVENTIONAL LOW PRESSURE SERVICE WATER The Low Pressure Cooling System (RL) supplies cooling water for various functions on the secondary (steam) side of the station. The system takes suction from the RC crossover lines and supplies cooling water to various motor bearings, seals, lube oil coolers, vacuum breaker valves, and a blowdown separator. Discharge is normally back through the RC System. RL is the supply for the plants Filtered Water System (YF).
FIRE PROTECTION SYSTEM The Fire Protection Systems (RF/RY) provide the plant with fire protection water. The system is equipped with two 200 GPM jockey pumps which take suction from the RC System. One pump is capable of maintaining system pressure. However, the second pump is used to supplement the jockey pump system capacity. In the event the jockey pumps can no longer supply enough water to maintain system pressure, there are three 2,500 GPM main fire pumps that will start as necessary to maintain system pressure. The fire protection system is chlorinated, when water temperatures are greater than 620 F, to a concentration of approximately 1-5 ppm Chlorine to assure that Corbicula and Dreissena are not present in the system's piping. The fire protection system is used as the back-up source of water for bearing lubrication and gland seal on the low level intake pumps. System operability is demonstrated by periodically testing of the system. A summary of the current testing schedule follows:
Monthly, the main fire pumps are started, then stopped, to assure operability. Pump Suction is taken from Lake Norman and discharged directly back into the lake. Each valve on each hydrant is stroked semiannually to assure proper operation. At this same time, each hydrant is opened and flushed to verify flow. Very little water is discharged. Any water discharged, flows across paved lots, dirt, or grass to yard drains from which it discharges to the SNSWP or WWCB.
Other routine tests are performed periodically to ensure operability of the RFIRY System. These tests include pump head curve and pump starts in which the water is recirculated back into Lake Norman. Water is also pumped through the system to ensure there are no obstructions in the lines, which discharge water across paved lots, and grass to the yard drain system.
OUTFALL 001 Inputs to Outfall 001 include discharges from the RC, RL, and RN systems. Outfall 004 combines with Outfall 001 before discharging into Lake Norman. Storm drains along the discharge canal combine with Outfall 001.
Page 6 of 22
Condenser Cooling Water The RC System is a once through non-contact cooling water system that removes heat rejected from the main and feedwater pump turbine condensers and other miscellaneous heat exchangers.
Each of the two power generating units has four RC pumps for a total of eight (8) pumps. The flow for each unit depends on the number of pumps operating as shown by the following table:
Number of Pumps Operating Total Flow/Unit (GPM) 1 254,000 2
640,000 3
867,000 4
1,016,000 The operational schedule of the pumps of each unit is a function of the intake water temperature and the unit load. At 100% load and with the intake temperature near its summer high, three and sometimes four, RC pumps per unit are used. During winter when intake temperatures are lower, three pumps may be used.
Condenser cleaning is accomplished by mechanical means using the "Amertap" system. This system circulates small sponge rubber balls through the condenser continuously. There are 8 Amertap pumps per unit, 16 altogether. Each system (2 systems per unit, one for main condenser and one for the FWPTs (Feedwater Pump Turbines)) has a capacity of approximately 1240 balls.
The balls are injected on the inlet side of the condenser and are retrieved on screens on the discharge side of the condenser. Periodically some balls escape the retrieval system and are discharged through Outfall 001.
Efforts are made to minimize the loss of balls within the system.
It may become necessary at times to institute chemical control for macroinvertebrate infestation, general corrosion, and microbiologically induced corrosion (MIC). Chemicals anticipated to be added include chlorine (sodium or calcium hypochlorite), organic biocides, dispersants, and corrosion inhibitors. The corrosion inhibitors include nitrites, carbonates, triazoles, borates, triazoles, and azoles. Discharge concentrations are maintained below permitted discharge levels.
Ventilation Unit Drains The Ventilation Unit Condensate Drain Tanks (VUCDT) collects condensate from air handling units from each reactor building. Each VUCDT (I per unit) has a volume of 4,000 gallons.
This condensate typically has little radionuclide contamination. The condensate may also contain a small amount of boron from condenser ice melt. The condensate is sampled for radionuclide Page 7 of 22
contamination before being released. If the results of this sampling indicates the need, the VUCDT contents are transferred to the Floor Drain Tank (FDT) for processing through Outfall 004. If no processing is needed, the condensate is released from the VUCDT via the RC System piping to Lake Norman (Outfall 001).
Note: Outfall 004 and the VUCDTs discharge through the same piping to Lake Norman through Outfall 001.
During refueling outages, the ice in the ice condenser is melted. The ice melt is normally routed to WC via the Turbine Building Sumps, however on occasion the ice melt may be routed through the VUCDT. This drainage contains small amounts of boron. Boron is used as a neutron absorber in the ice to control reactivity.
Additionally, small amounts of oil have also been found to accumulate on the ice in the ice condensers. The source of the oil is from pneumatic tools used to vibrate the ice from the condenser's ice baskets.
316 (a) Study and Thermal Variance A 316(a) study was submitted to the state on August 9, 1985 and a 316(a) variance was granted on October 18, 1985. Plant operating conditions and load factors remain unchanged and are expected to remain so for the term of the permit. A Lake Norman aquatic environment maintenance monitoring program was implemented on July 8, 1987. Duke Power is not aware of any changes to plant discharges or other discharges in the plant site area which would negatively impact the thermal discharge or biological habitat of Lake Norman.
OUTFALL 002 Outfall 002 discharges treated wastewater from the Conventional Wastewater Treatment (WC)
System through a Parshall flume to the Catawba River below Cowans Ford Dam. The WC System consists of a concrete lined initial holdup pond (200,000 gallon capacity), two parallel clay-lined settling ponds (2.5 million gallons each), and a concrete lined final holdup pond (1 million gallon capacity). Normally, inputs are received in the Initial Holdup Pond (IHP) but can be routed directly to an in-service settling pond. The IHP serves as a common mixing point for all wastewater, a surge dampening function to the remainder of the system, and also allows the heavy solids to settle for periodic removal. Retention time in the IHP is 12 to 24 hours2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months . Solids removed from the 1HP are dewatered and disposed of in a permitted landfill.
Flow is directed from the IHP to the in service settling pond. Caustic, acid, and/or other chemicals may be added as necessary. Sulfuric acid and sodium hydroxide may be added for pH control or to precipitate various chemical compounds. Coagulants may be added to facilitate the settling of lighter solids. Additional treatment may include chemical oxidation with hypochlorite (calcium or sodium) or catalyzed hydrogen peroxide. Retention time for each of the settling ponds ranges between 6 and 12 days. The settling ponds can discharge to the FHP or directly to Page 8 of 22
the Catawba River. Treatment and discharge are normally on a batch basis. During normal operations, the FHP is bypassed.
The FHP can be aerated and may be used to remove any persistent oxygen demand or provide additional holdup capacity. The capability is available for recirculation intra-or inter-basin.
Discharge to the Catawba River may be by gravity at a rate of approximately 200 GPM or be pumped at a rate of approximately 350 GPM. The pH of the discharge from the WC System is adjusted to within permitted limits by the automatically controlled addition of carbon dioxide.
The WC System accepts all conventional plant wastes except sanitary sewage. Inputs to the system are from the Turbine Building Sumps, Water Treatment Room Sump, Closed Cooling Systems, the Standby Shutdown Facility, Diesel Generator Room Sumps, Laboratory Drains, Landfill Leachate. Steam Generator Blowdown, Wet Layup Drains, and the Unwatering Pump discharges may occasionally be routed through this system as well. Several other building also have inputs to the WC system, including the Vehicle Maintenance Facility, McGuire Office Complex, Nondestructive Examination Lab, Island Labs, and the McGuire Medical Facility.
Water Treatment Room Sump Inputs to the Water Treatment Room Sump consist of drainage from all equipment including pump seal leakoff and bearing cooling water located in the Water Treatment Room. Other inputs include the Diatomaceous Earth (DE) Slurry Tank drain, Filtered Water (YF), Acid and Caustic day-tank storage overflow drains, Carbon Filter backwash and sluice, filter backwash, YM demineralizer regeneration waste, rinsate of empty hydrazine, ammonia, carbohydrazide, dimethylamine containers and backflow preventer drains. In addition, floor wash and sample line flush water are routed to this sump. Antifoaming agents and wax strippers are routinely present in this waste stream. Rinsate from empty microbiocide containers (used in the closed cooling systems) are periodically added to this sump. The drains in the plant Auxiliary Electric Boiler Room also route to this sump.
Filtered Water System Water from Lake Norman is treated for process use. Filtration is performed by Diatomaceous Earth (DE) pressure filters. Water from the RL System is treated with chlorine for disinfection purposes and polyelectrolytes to coagulate colloidal material.
The water is filtered through one DE filter while a second filter is in standby. The filtered water is stored in two 42,500 gallon Filtered Water Storage Tanks. When the administratively established pressure differential across the filter is achieved, the filter is backwashed thereby removing the filter cake. Approximately 400 pounds of DE and 32 ounces of polyelectrolyte are used by each filter between backwashes.
When a YF Filter is backwashed it takes approximately 8,500 gallons of water. The backwash water containing the waste DE and filtered solids is routed to the WC System where solids are Page 9 of 22
accumulated and ultimately placed in a permitted landfill. Approximately 2 times/year, oxalic acid is used to clean the filter elements because of tube fouling. Yearly, approximately 150 gallons of oxalic acid waste is disposed of through Outfall 002 due to tube cleaning.
McGuire Nuclear Station personnel are currently reviewing a possible upgrade to the filtered water system. If an upgrade is implemented the existing DE pressure filters will likely be replaced with an alternate type that has a reusable media. The generated waste would then consist mainly of backwashed filterable solids. The waste diatomaceous earth and the need to clean filter elements with oxalic acid should be eliminated.
Drinking Water Drinking Water for the McGuire Site is supplied by the Charlotte/Mecklenburg Utility Department.
Demineralized Water Svstem The Demineralized Water System (YM) provides high purity water for makeup to the primary and secondary systems and for laboratory usage. There are two carbon filters, three Reverse Osmosis (RO) units and two mixed bed regenerative demineralizers with a system flow rate of 475 GPM. Normally, two carbon filters, three RO Units and one regenerative deminerialzer are in use, while the other demineralizer is being regenerated or in standby. YM pumps take suction from the Filtered Water (YF) Storage Tanks and discharge through the Carbon Filters to the RO units. The RO units discharge to holding tank(s) which discharges to the YM demineralizer in service. The RO units can be bypassed during high water demands.
The carbon filters remove organic substances and any residual chlorine. These filters may be cleaned by backwashing, steam cleaning, or rinsing. Backwashing is usually performed weekly on alternating filters. Rinse water is discharged via the Water Treatment Room Sump to the WC System (Outfall 002). Approximately 15,000 gallons of water is used per rinse. Each carbon bed is sluiced and reloaded with new carbon as needed. Waste carbon is routed to the WC Initial Holdup Pond where it is collected and deposited in a permitted landfill. Waste carbon may also be collected directly from the carbon filter and deposited in a permitted landfill The RO units provide pretreatment to the demineralizers. They consist of a high pressure pump for each unit which forces water through a series of membranes which cleans a portion of the water (approximately 300 GPM) to a acceptable level (permeate) and sends the rest of the water (reject water of approximately 150 GPM) to the Waste Water Collection Basin (Outfall 005).
Sulfuric acid can be injected to the process stream to maintain proper pH. The RO Units are periodically cleaned based on performance standards. The cleaning process may involve the use of surfactants, acids and caustics. When cleaning is conducted, the cleaning water is discharged via the Water Treatment Sump and then to the WC System (Outfall 002).
Demineralizers are regenerated based on through-put or chemistry limits on contaminant levels.
To regenerate the resins, sulfuric acid and sodium hydroxide are flushed through the bed. At the Page IO of 22
present time, each regeneration normally takes approximately 200 gallons of 93% Sulfuric Acid, 400 gallons of 50% Sodium Hydroxide and 75,000 gallons of YM water. The amounts of required acid and caustic will vary as dictated by operational requirements. Based on annual resin analysis results, the beds may be surfactant cleaned, caustic soaked or brine soaked. The water from these cleanings is discharged via the Water Treatment Room Sump to the WC System (Outfall 002). The demineralizer resin is replenished approximately every six to eight years depending on resin sampling results. Waste resin is routed via the Water Treatment Room Sump to the WC System, Initial Holdup Pond and is ultimately placed in a permitted landfill.
Waste resin may also be collected directly from the ion exchange vessel and either recycled if reusable, or deposited in a permitted landfill.
Turbine Building Sumps The Turbine Building Sumps (TBS), one for each unit, receive inputs from leakage, drainage, and liquid wastes from equipment and floor drains located in the Turbine Building. Inputs include Groundwater Drainage Sumps (WZ), Auxiliary Electric Boiler Blowdown, Steam Generator Blowdown, air handling units, Diesel Generator Room Sumps, lab drains, floor washes, normal condensate system leakage, and condensate polisher backwashes. Other possible inputs may include RC Un-watering, closed cooling system drainage, and steam generator wet lay-up/drain down. Periodically, condensate from air compressors is processed through an oil water separator and routed to the TBS then to the WC Initial Holdup Pond. The TBS's pump out to the WC Initial Holdup Pond. If radioactivity limits are exceeded, theses sumps may be routed through the Radwaste Liquid Waste Monitoring (WM) System (Outfall 004) or directly to RC (Outfall 001) depending on the treatment needed. All radioactive releases are controlled and regulated by the NRC. Discharges from the TBS may also be routed to RC (Outfall 001) if system inventory is high.
Chemicals that may be present in the TBS include the following:
ammonia
hydrazine
carbohydrazide
3-methoxypropylamine (MPA)
dimethylamine (DMA)
microbiocides
corrosion inhibitors (examples include: molybdate, nitrite, tolyltriazole, etc.)
janitorial cleaning products
ethylene glycol (from ice melt)
Boric Acid / Borax (from ice melt)
miscellaneous system/component cleaning products (low -volume wastes not associated with chemical metal cleaning)
laboratory chemicals
poly acrylic acid (PAA)
Page 11 of 22
surfactants
dispersants During refueling outages, the ice in the ice condenser is melted. The ice melt is routed to WC via the Turbine Building Sumps. This drainage contains small amounts of boron. Boron is used as a neutron absorber in the ice to control reactivity.
Additionally, small amounts of oil have also been found to accumulate on the ice in the ice condensers. The source of the oil is from pneumatic tools used to vibrate the ice from the condenser's ice baskets.
Diesel Generator Room Sumps The Diesel Generator Room Sumps (WN), receive inputs from the leakage or drainage of the four, diesel generator engine cooling water, fuel oil, and lubrication systems. Each diesel generator room has two sumps. The smaller sump has a volume of 600 gallons and one pump with a capacity of 25 GPM. The larger sump has a volume of approximately 4,000 gallons and contains two pumps with a rated capacity of 450 GPM each, and a third pump, with a rated capacity of 50 GPM. Fuel oil and lube oil is collected in the "drip tank" which is then pumped to the Waste Oil Storage Tank (WOST).
Each of the four engine cooling water systems has a volume of 800 gallons. The systems may be treated with various corrosion inhibitors which may contain molybdate, hydroxides, borates, silicates, triazoles and azoles. Miscellaneous biocides and dispersants may also be added. Each system is drained and flushed to the WC System, approximately once per year. Additionally, the fuel oil used in the diesels contains biocide which is added to reduce bacterial breakdown of the oil during storage.
Lab Drains There are several analytical laboratories on site which discharge to the WC System. The discharges contain small quantities of typical laboratory chemicals used in analytical procedures.
The island environmental labs discharge to the WC System.
The lab sinks in the Island Technical Services Center (TSC), building 7406, drain to CMUD.
There are signs on all of the TSC lab sinks telling lab personnel not to dispose of any chemicals down the lab sink drains. There is very little chemical use in these labs. The TSC labs perform weight calibration, and sound and vibration analysis.
Condensate Polisher Backwash Over time, trace impurities in the condensate system increase in concentration. In order to maintain the integrity of the condensate system, the condensate is processed through ion exchange resin. Condensate polishers are backwashed an average of twice per year. Each Page 12 of 22
polisher backwash contains approximately 15 - 20 cubic feet of resin, 120 milliliters of polymer, and requires approximately 10,000 gallons of condensate or YM water. The backwash is discharged to the WC System. Each unit has 4 Condensate Polishers. Normally, the spent resin is pumped into a liner, de-watered and shipped to a low level radioactive waste disposal site.
This resin may also be discharged to the WC System or to the Liquid Waste Monitoring System (WM) depending on levels of radioactivity and volume.
Steam Generator Blowdowvn There are four steam generators (SG) per unit at McGuire for a total of eight steam generators.
Each has an operating volume of 16,000 gallons. Each unit is provided with a Steam Generator Blowdown Recycle System. Steam generator blowdown is continuous at a rate of approximately 200 gallons per minute per unit. The blowdown is directed to either the condensate polishing demineralizers or to the steam generator blowdown demineralizers. If the blowdown water quality is unacceptable, it is rejected. Rejected water is discharged to the WC System or to the WM System depending on levels of radioactivity.
During normal operation, hydrazine is added to the condensate system for oxygen scavenging.
The hydrazine concentration is maintained within a range of 25-200 ppb.
3-methoxypropylamine is added for pH control. The steam generators and hotwell are placed in wet lay-up if a unit is to be in extended shutdown or per management direction. Each unit is normally shutdown every 12 - 18 months for refueling and maintenance.
Dispersants may be used in the plants Steam Generators to control corrosion and sediment buildup, therefore the potential exists that rejected blowdown waste water may contain small amounts of the dispersant.
Steam Generator Wet Lav-up Wet lay-up is the method used for protecting the steam generators against corrosion during inactive periods. Chemical additions are made up in a 150 gallon addition tank. Normally, 40 gallons of 12% Carbohydrazide and 2 gallons of 40% 3-methoxypropylamine (MPA) are made up for transfer to the steam generators. Any remaining chemical solution is drained to the WC System via the Turbine Building Sump. Prior to returning the unit to operation, this wet layup solution is drained to the WC System or WM System via the TBS.
The hotwell on each unit has a volume of approximately 250,000 gallons. During each unit shutdown or per chemistry management direction, the hotwell is placed in wet layup. Maximum chemical concentrations are approximately 70 ppm Carbohydrazide or 50 ppm hydrazine with the pH adjusted with MPA. Hydrazine is only used if Carbohydrazide is not available. Prior to returning the unit to operation, this wet layup solution is discharged to the WC System or WM System via the TBS.
Page 13 of 22
Auxiliary Electric Boiler Blowdivnn The Auxiliary Electric Boiler is supplied feedwater from the condensate system. Trisodium phosphate is added as an electrolyte. The blowdown from the boiler may contain these chemicals and approximately 1-2 ppm suspended solids. Blowdown is routed to the WC System via the TBS.
Groundwater Drainage System The Groundwater Drainage System (WZ) is designed to relieve hydrostatic pressure from the Reactor and Auxiliary Buildings by discharging groundwater collected in sumps to either a yard drain or the TBS. There are three groundwater sumps with two 250 GPM sump pumps each.
Two of the sumps discharge to the TBS while the third sump discharges to a yard drain that is routed to the Standby Nuclear Service Water Pond (SNSWP).
RC System Univatering The RC System for each of the two units has a volume of approximately 2 million gallons.
During refueling outages and periodically during other shutdowns, the RC System must be unwatered. This water is essentially untreated lake water. The principle unwatering discharge route is through the WWCB, but it can be routed through the WC System for short periods of time. See additional details under Outfall 005.
Closed Cooling Systems There are several closed cooling systems within the station. The largest system has a volume of approximately 30,000 gallons. The main components of these systems are constructed of carbon steel. In order to mitigate corrosion of the carbon steel, various corrosion inhibitor solutions which may contain nitrite, borate, carbonate, azole, triazole, silicate, phosphate, and molybdate compounds are used. Dispersants may also be used to control corrosion and reduce fouling.
Biocides such as gluteraldehyde, isothiazolin and DBNPA can be used to prevent microfouling.
Surfactants which act as biopenetrants may be added to improve efficacy. The systems may need to be drained, individually, for non-routine maintenance. Should this occur, these systems would be drained to the RC discharge, WC System, or WM System, if contaminated with radioactivity.
Standby Shutdown Facility The Standby Shutdown Facility (SSF) is an alternate and independent means to shutdown the station during emergencies should the need arise. The independent power supply for the SSF is a diesel generator system. The SSF contains a sump to collect system leakage, floor wash, and drainage of the equipment for maintenance. The closed cooling system for the diesel generator uses corrosion inhibitors which may contain nitrite, borate, carbonate, azole, triazole, silicate, phosphate, and molybdate compounds. Biocides such as gluteraldehyde, isothiazolin and Page 14 of 22
DBNPA can be used to prevent microfouling. Surfactants which act as biopenetrants may be added to improve efficacy. To maintain efficiency, the cooling-system is flushed annually to the SSF sump which drains to the WC System.
Steam Generator Cleaning Each electrical generating unit contains four steam generators that have a capacity of approximately 25,000 gallons each. There has been no chemical cleaning of the steam generators to date, but the possibility exists that cleaning may be required. The actual chemicals used for cleaning will depend on the type of fouling, and may include use of the chemicals listed below.
Miscellaneous System/Component Cleaning Other systems/components (such as strainers, HVAC heat exchangers, etc.) are cleaned periodically because of scaling or plugging. Other components are cleaned as necessary for various fouling problems. Solutions utilized are dilute acids or caustics. Typically only small volumes of waste are generated. Chemicals utilized by these methodologies, alone or in combination, mayinclude the following:
Alkaline Boilout Solutions non-ionic surfactants anionic surfactants cationic surfactants sodium hydroxide soda ash trisodium phosphate disodium phosphate monosodium phosphate sodium bicarbonate Acid Solutions hydrochloric acid sulfuric acid phosphoric acid formic acid hydroxyacetic acid sulfuric acid citric acid nitric acid Page 15 of 22
Acid Solution Additives thiourea ammonium bifluoride oxalic acid EDTA Compounds and HEDTA pH adjusted tetra-ammonium EDTA tetra-ammonium EDTA di-ammonium EDTA hydroxyethylenediaminetriacetic acid tetrasodium EDTA Miscellaneous Compounds chlorothene sodium chloride potassium permanganate aqua ammonia ammonium persulfate antifoam sodium sulfite chlorine These solutions are described in the Development Document for Effluent Limitations Guidelines and New Source Performance Standards for the Steam Electric Power Generating Point Source Category (Development Document).
The wastes from these cleanings will be analyzed to determine proper waste disposal. These cleaning solutions will be released through the WC System or WM System depending on levels of radioactivity.
Landfill Leachate The McGuire Site operates a synthetically lined sanitary waste landfill (Permit 60-04), which is located on Duke Power property, on the opposite side of Highway 73, from the McGuire Plant.
The landfill began operation in January 1992. The maximum active area of the landfill in current usage is 3.0 acres, but the active area can be expanded to approximately 5 acres, as needed. The landfill accepts only non-hazardous solid wastes, which contain no free liquids.
The leachate collection system is designed to collect rainwater that falls directly onto the landfill.
In the landfill cells, a perforated pipe collects the leachate which is then routed to the leachate collection pond. The leachate system is designed to collect a maximum of 68,000 gallons. From Page 16 of 22
the leachate collection pond, the leachate is pumped to the WC System Initial Holdup Pond. The Leachate will also contain pump seal water. The estimated average flow from the landfill leachate system is 200 GPD. This will vary according to rainfall amounts. The leachate is sampled semi-annually the results are and submitted to the N.C. Department of Environment, Health, and Natural Resources, Solid Waste Section, per Landfill Operation permit conditions.
McGuire Garage The McGuire Garage conducts maintenance on a variety of vehicles and heavy equipment.
Examples include cars, trucks, boats, fork lifts, cranes, etc. All industrial waste generated at this facility is routed through an oil water separator to the WC System via the Initial Holdup Pond (IHP). To add weight to some equipment, water is added to the tires. To prevent the water from freezing, calcium chloride is added. Approximately 500 gallons of this solution is generated each year. Some of this solution is reused. Portions that are not reused are disposed of in the Initial Holdup Pond.
McGuire Office Complex All industrial waste generated in this building is routed to the WC system via the Initial Holdup Pond. Waste from an oil water separator is also routed to the WC system. The average daily flow has not been be estimated due to the highly intermittent nature of the flow but it is expected to be less than 5 GPD (Gallons Per Day).
Office Shop Facility All industrial waste generated in this building is routed to the WC system via the Initial Holdup Pond. Waste from an oil water separator is also routed to the WC system. The average daily flow has note been estimated due to the highly intermittent nature of the flow but it is expected to be less than 5 GPD (Gallons Per Day).
Nondestructive Examination Nondestructive Examination (NDE) includes X-ray testing of various components. The photographic waste from X-raying is routed to the WC system via the IHP. NDE is usually conducted in a building inside the protected area. If this X-ray processing unit is unavailable, then a trailer which has the same type of equipment is utilized. The trailer also discharges the photographic waste to the WC System via the IHP. When operating, the X-ray processing unit has a waste stream which consists of approximately 0.0059 GPM developer replenisher working solution, 0.0297 GPM fixer and replenisher working solution and 4.0 GPM water. The developer replenisher working solution contains hydroquinone, glutaraldehyde, and potassium acetate. The fixer and replenisher working solution contains ammonium thiosulfate and sodium sulfate. Other developer working solutions and /or fixer replenisher working solutions with other constituents may be substituted in the future. Silver is recovered from the process unit flow before it enters the waste stream. The developing process can be operated a maximum of 30 Page 17 of 22
hours per week (4.3 hour3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months s/day) but averages only 6 hours6.944444e-5 days 0.00167 hours 9.920635e-6 weeks 2.283e-6 months per week (1.2 hour2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months s/day). Operation of the developing process results in a maximum of approximately 1040 GPD, with an average of 290 GPD of photographic waste discharging to the WC System.
Medical Facility The Medical Facility has an X-ray processing unit that discharges to the WC System. The chemical nature of this waste stream does not differ substantially from the NDE X-ray process.
Silver is recovered from the process before it enters the waste stream. The X-Ray processor operates intermittently, Monday through Friday. The average waste stream flowrate is 110 GPD, with a maximum flowrate of 300 GPD.
Lincoln Combustion Turbine Blade Wash Water A State Approved Pilot Study was conducted in 1997 to determine if McGuire's wastewater treatment system could process wastewater from the Lincoln Combustion Turbine (LCT) Plant.
The results of the study indicated that wastewater from the LCT could be satisfactorily treated at McGuire with little to no effect on McGuire's effluent limits. The wastewater is primarily detergent/surfactant wastewater from washing of turbine compressor blades. This washing may occur up to once per year and can generate up to 70,000 gallons.
Ice Condenser During refueling outages, ice melt from the plants ice condenser is routed to WC. Potential chemicals in ice melt include:
Borax
Boric Acid
Trace amount of oil from ice removal pneumatic tools
Ethylene Glycol from spills from the ice making equipment. The amount of Ethylene Glycol in the ice melt would be <55 gallons total.
OUTFALL 003 Outfall 003 was eliminated as of June 28, 1998. All sanitary wastewater is now discharged to the Charlotte/Mecklenburg Utilities Department (CMUD).
OUTFALL 004 Outfall 004 discharges wastewater from the Radwaste Liquid Waste Monitoring System (WM).
This discharge combines with RC water before discharging through the concrete discharge structure (Outfall 001) into Lake Norman as a batch discharge. All radioactive and potentially radioactive liquids are collected, segregated and processed prior to release. These effluents are classified as recyclable or non-recyclable liquids. Recyclable liquids are recirculated back to their process streams. Non-recyclable liquids are collected and processed to Nuclear Regulatory Page 18 of 22
Commission (NRC) requirements per 10 CFR Part 20 and 10 CFR Part 50 requirements prior to release. The type of processing depends on the type of waste. The maximum discharge rate from WM is 120 GPM. The batch discharge flow for a Waste Monitor Tank Release is a function of activity level, the number of RC pumps in operation, and the resultant boron concentration in Lake Norman.
The WM collects waste in three subsystems; floor and equipment drains, laundry waste, and ventilation unit drains. Chemicals that may be present in the WM System include:
boric acid borax nitrate ammonia carbohydrazide Dimethylamine (DMA) 3-methoxypropylamine (MPA)
Cat Floc T-2 lithium hydroxide ethylene glycol (from ice melt) corrosion inhibitors (examples include: molybdate, nitrite, tolyltriazole, etc.)
hydrazine chlorine/hypochlorite hydrogen peroxide pump bearing cleaning chemicals laboratory chemicals surfactants polyelectrolytes miscellaneous system/component cleaning waste (low volume waste not associated with chemical metals cleaning) microbiocides tool and component decontamination waste janitorial cleaning products.
The TBS can become contaminated with radioactivity. When this occurs, it can be pumped to the Floor Drain Tank (FDT) or to the WM release point in the RC crossover line. Any chemicals listed as being in the TBS have the potential to be present in the Waste Monitor Tank (WMT) when the sump is routed to WM. Any solids generated in the treatment process are de-watered and transported to a State licensed low level radioactive waste disposal facility.
Floor, Equipment, and Laundry Drains All floor drains in the Auxiliary Building, drainage from all equipment (pumps, tanks, heat exchangers, etc.) which process radioactive waste, waste from showers in the change rooms and washing equipment which is used to decontaminate protective clothing, and waste from the Unit Page 19 of 22
I and Unit 2 Containment Floor and Equipment Sumps are routed to the Floor Drain Tank (FDT), Waste Evaporator Feed Tank (WEFT), Auxiliary Floor Drain Tank (AFDT), Auxiliary Waste Evaporator Feed Tank (AWEFT), and/or Laundry and Hot Shower Tank (LHST). The total tank volume is 125,000 gallons. These collection tanks are used interchangeably and/or as backup and surge capacity for waste collection upstream of processing.
Waste from these collection tanks is then processed using filters and/or demineralizers. The processed effluent is collected in the Waste Monitor Tanks for sampling and analysis prior to release. Release is to Lake Norman via the RC crossover line.
Chemical Volume and Control System The Chemical Volume and Control System (NV) regulates the concentration of chemical neutron absorber in the Reactor Coolant System (NC) to control reactivity changes and maintain the required water inventory in the NC System. Boron is used as the chemical neutron absorber.
Other control elements introduced into the NC System by the NV System include lithium and/or carbohydrazide or hydrazine. Approximately 120 pounds of lithium hydroxide monohydrate is used in each unit per year for pH control. The lithium is removed by demineralizers in the NC System. During start-up, carbohydrazide or hydrazine is used as an oxygen scavenging agent. It is consumed upon unit heat-up, and is not used at any other time. During shutdown, hydrogen peroxide is added to the NC System to facilitate the removal of activated corrosion products.
Chemical Treatment in WM System Occasionally, it is necessary to oxidize sodium nitrite in the waste monitor tank using hypochlorite (calcium or sodium) or catalyzed hydrogen peroxide. When this treatment is performed, the waste monitor tank is isolated, recirculated, and mixed. The tank is sampled to ensure that the nitrite has been oxidized. The addition of the oxidation chemicals should result in a small residual of nitrite in the tank, since the oxidation chemicals will not be added in stoicheometrical excess.
OUTFALL 005 Outfall 005 discharges flow from the Waste Water Collection Basin (WWCB). The WWCB is a 13.4 acre collection basin having a total capacity of approximately 40 million gallons with a maximum drawdown capacity of approximately 1.1 million gallons. Discharge from the basin ranges from 0 to 20,000 GPM. If the Standby Nuclear Service Water Pond (SNSWP) is being flushed, no holdup of the WWCB is possible. Otherwise, holdup is minimal. The WWCB provides sedimentation, natural neutralization, and skimming. The overflow from the WWCB mixes with discharge from the WC System (Outfall 002) in a concrete apron and is discharged to the Catawba River downstream of Cowans Ford Dam.
Inputs to the basin include overflow from the SNSWP, yard drains, RO reject flow, miscellaneous Administrative Building drains, and RC System un-watering.
Page 20 of 22
RO reject flow is routed to the WWCB through a storm drain pipe in the south west side of the lower administrative building parking lot.
Standby Nuclear Service Water Pond The SNSWP is a 34.9 acre pond designed to provide water for the safe shutdown of the station in the unlikely event that Cowans Ford Dam is damaged and Lake Norman becomes unavailable.
The level in the pond is maintained, per requirements of the McGuire Nuclear Station Technical Specifications, by pumping water from Lake Norman into the pond. The pond will receive runoff from a drainage area of 100 acres. The containment spray heat exchanger cleaning solutions (NS System) may occasionally be routed to the SNSWP. Overflow of the SNSWP is routed to the WWCB.
Administrative Building Drains The Administrative Building drains include an HVAC sump, floor drains, janitorial sink, hot water boiler, and chiller water system discharge. Any chemicals in the drains would include the typical commercial products used to clean and maintain the floors as well as closed cooling corrosion inhibitors and microbicides from leakage/drainage of the HVAC Systems. The corrosion inhibitors may contain nitrite, borate, carbonate, triazole, azole, and glycol compounds.
Additionally, HVAC cooling units are periodically cleaned using dilute coil cleaning solutions.
These cleaning solutions are typically flushed to storm drains near the building which drain to the SNSWP or the WWCB. Volumes are less than 55 gallons. The coil cleaning solutions are typically Phosphoric Acid or Hydrofluoric Acid based.
RC Svstem Un-watering The RC System for each of the two units has a total volume of approximately 2 million gallons.
Whenever a unit is scheduled for refueling, periodically during other shutdowns, and for condenser tube leaks, the system must be un-watered for purposes of maintenance. Un-watering must continue while maintenance is performed because of leakage by the valves in the approximately 11 foot diameter RC piping. The maximum un-watering rate is approximately 2,000 GPM and the water is essentially lake water. Treated liquid radioactive waste effluent (Outfall 004) discharges into a crossover line between the RC System of the two units. During un-watering, the possibility exists for trace amounts of radioactivity to be released into the water from the un-watering process because of isolation valve leak-by. All radioactivity is accounted for and regulated by the NRC. The principle discharge route of the un-watering is through the WWCB. However, it may be routed through the WC System for short periods of time.
Filtered Water Page 21 of 22
Filtered Water (YF) storage tanks bn the service building roof are periodically flushed to remove any sediment on the bottom of the tanks. These flushes go to roof drains which discharge into yard drains going to the SNSWP.
IIVAC Unit Drains Several 1-IVAC units have once through non-contact cooling water drains which discharge to yard drains on the east and west sides of the Administrative Building. The flow from each of these units is 10 GPM. These HVAC units are supplied by RL.
Additionally, HVAC cooling units are periodically cleaned using dilute coil cleaning solutions.
These cleaning solutions are typically flushed to storm drains near the building which drain to the SNSWP or the WWCB. Volumes are less than 55 gallons. The coil cleaning solutions are typically Phosphoric Acid or Hydrofluoric Acid based.
Yard Drains Most yard drains discharge to the WWCB or SNSWP. The drainage area for the plant site is approximately 250 acres. The yard drain system is described in McGuire's Stormwvater Supplemental Information.
OUTFALL 006 Performance standards require that certain metal components be periodically cleaned using an acid or caustic solution. This cleaning actually attacks the base metal of the component. The waste metal cleaning solutions which are generated will be neutralized. The other compounds will be mixed, oxidized, and/or precipitated as necessary for treatment. The wastes from these cleanings will be sampled and analyzed to determine proper waste disposal. If the wastewater is in specification it will be released through the WC System or WM System. If the waste solution exceeds the permitted discharge limits, it will either be treated further or sent off-site to an approved disposal facility.
Page 22 of 22
APPENDIX III SECTION 311 LIST
APPENDIX III The table below identifies hazardous substances located on-site that have the potential to be released in quantities greater than the Reportable Quantity (RQ) lsted In 40 CFR 1 17. This list is being provided in order to qualify for the spill reportability exemption provided in 40 CFR 1 17. Releases of these chemicals will be to the Outfalls indicated below. The values listed below represent the maximum quantities on-site that could be released at one time.
These quantities do not reflect quantities that are discharged through typical use.
CHEMCAL AME 1
USEPOTENTIAL RELEASE
__L AM MONTTREATMENT OUTFALL Bulk Chemical used for resin regeneration and wastewater Sodium Hydroxide neutralization. Stored in bulk tanks in a diked area.
500 Gallons 4000 lb WO_-W]
902 Bulk Chemical used for resin regeneration and wastewater
pH adjustment. Stored in Bulk Tanks in a diked area and Sulfuric Acid in 350 g1allnTote Tanks.
500 Gallons /4000 lbs IWC 002 Used as an oxygen removal agent in plant systems. The greatest potential for a release of Hydrazine would be froml a 350 Gallon Tote Tank spilled to the ground or inside the Hydrazine i
uidig.1500 lbs WCW CB 002!005 Date: 8/30/2004
APPENDIX IV TOPOGRAPHIC MAP
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WITHIN THIS PACKAGE D-01
APPENDIX V ADMINISTRATIVE LIMITS ON BORON, ETHYLENE GLYCOL AND HYDRAZINE
Dm-ul POawER GomPwnY NUGILE.AR PRODUXCTION DEPARTMIENT r.o. Dox 33139. 422 souTlrr oxrL-nlc STACEKT I.AflLOTTE, -N.C. 28242 (704) 373-4011 September 8, 1983 Mr. Mark Lewis North Carolina Department of Natural Resources & Community Development (NCDNRCD)
P. 0. Box 27687 Raleigh, NC 27611
Subject:
McGuire Nuclear Station Miscellaneous Chemical Releases File:
MC-702.35 Dear Mr.
Lewis:
Duke Power Company periodically needs to dispose of several chemical wastes during the operation of its McGuire Nuclear Station. The most economical and practical disposal of these wastes is to discharge them into either the Con-denser Cooling Water (CCW) system which discharges into Lake Norman or into the Conventional Waste Treatment (WC) system which discharges into the Cataw a River. Duke Power Company (DPC) has conducted a literature search on boron, ethylene glycol, and hydrazine. Based on this literature search and the oper ational capabilities of various systems, DPC is in the process of establishi g station administrative release limits to ensure no detrimental environmental effects. In retrospect to the May 23, 1983 memo to Mr. D. R. Gleason, DPC is requesting NCDNRCD's approval of the basis to be used for establishing its administrative limits. Additional information on boron and hydrazine hav been requested by your office since the May 23, 1983 memo. In response to your request, DPC summarizes its previous literature search, provides the requested information, and provides the proposed basis for establishing its administrative limits as follows:
Boron The United States Atomic Energy Commission's (USAEC) "Toxicity of Power Plan Chemicals to Aquatic Life", 1973, did not note any toxic effects to aquatic life below 100 ppm. In addition, the USAEC noted that "Boron in drinking wat r is not generally regarded as a hazard to human beings, and concentrations up to 30 mg/l in drinking water are said not to be harmful." The USEPA 1976 Quality Criteria for Water recommends a criterion of 0.75 mg/l to protect sensitive crops during long term irrigation.
With reference to long term irrigation, DPC contacted the County Extension Offices for counties which surround Lake Norman and Mountain Island Lake.
Their responses (Attachment 1) indicate that presently these lakes are
I.
Mr. Mark Lewis MNS-Misc. Chemical Releases Sept. 8, 1983 Page 2 not used for the commercial irrigation of sensitive (primarily citrus) crops.
Additionally, DPC collected samples from September 1982 through April 1983 on a monthly basis at Cowans Ford Dant Forebay, in Ramsey Creek and outside the McGuire mixing zone at locations 2, 5, and 8 of the attached map (Attachm rit 2). All boron concentrations were less than 0.027 mg/l except for location 2 in November, 1982 in which the concentration was 0.030 mg/l. Note the analy es were performed on the ICP with a 0.027 mg/i limit of determination. The use of Lake Norman and Mountain Island Lake for irrigation is not a very common practice and previous data indicates lake concentrations are substantially lower than 0.75 mg/I. Therefore, DPC Feels that this limit is not applicable.
With reference to the USAEC report, DPC feels that an in-stream maximum con-centration of 12 ppm boron will ensure no detrimental environmental effects.
Based on a maximum flowrate of 300 gpm from the liquid radwaste system and a minimum dilution flowrate of 320,000 gpm from the condenser cooling water system, then a release concentration less than 12,800 ppm from the liquid radwaste system will ensure that boron concentrations in the discharge canal are less than 12 ppm.
Based on a maximum flowrate of 500 gpm from the Conventional Wastewater Treat ment (WC) system, an average flowrate of 307 gpm from the Wastewater Collecti n Basin (WWCB) and a minimum dilution flow of 54,300 gpm from Cowans Ford Dam, then a WC boron release concentration: less than 1320 ppm will ensure that boron levels in the Catawba River are: less than 12 ppm.
Since in-plant system concentrations rarely exceed 2100 ppm prior to treatmen in either the WC or WL system, it is unlikely that the above concentrations will be seen in either system discharge.
Ethylene Glycol Ethylene glycol is used as a coolant/anti-freeze in the ice condenser system.
Our literature search has determined What concentrations of 100-1000 ppm are safe for aquatic life. It is our recommendation that in-stream concentrations be limited to 1 ppm for conservatism.:
Based on a maximum flowrate of 300 gpn from the liquid radwaste system and a minimum dilution flowrate of 320,000 gpm from the condenser cooling water system, then a release concentration less than 1060 ppm will ensure that eth-ylene glycol concentrations in the discharge canal are less than 1 ppm.
Based on a maximum flowrate of 500 gpn from the Conventional Wastewater Treat ment (WC) system, an average flowrate~of 307 gpi from the Wastewater Collecti n Basin (WWCB) and a minimum dilution flow of 54,300 gpm from Cowans Ford Dam, then a WC ethylene glycol release concentration less than 110 ppm will ensure that ethylene glycol levels in the Catawba River are less than 1 ppm.
Mr. hark Lewis MNS-Misc. Chemical Releases Sept. 8, 1983 Page 3 Hydrazine As stated in my May 23, 1983 memo, DPC literature search determined that the most conservative information lists a:hydrazine 96 hour0.00111 days 0.0267 hours 1.587302e-4 weeks 3.6528e-5 months no lethal effect of 0.43 ppm for bluegill. Additional information was requested as to the effects of hydrazine on the fathead minnow and daphnid. Recently (June and August 1983) DFC conducted toxicity tests of ihydrazine on the fathead minnow and daphnid. One test was performed on the fathead minnow and two tests were con-ducted on daphnid. The fathead minnow:exhibited a 96-hr LC50 value of 6.36 mg/i hydrazine. During the 96 hour0.00111 days 0.0267 hours 1.587302e-4 weeks 3.6528e-5 months test on the fathead minnow, there were no deaths at a concentration of 2.25 mg/l. Daphnids exhibited a 48-hr effecti e concentration (EC)50 of 0.19 and 0.16 mg/l hydrazine for the first and second test, respectively. Daphnids exhibited no immobility during the first 12 hour1.388889e-4 days 0.00333 hours 1.984127e-5 weeks 4.566e-6 months at concentrations of 1.25 and 0.56 mg)l during the first and second test, respectively. Immobility was the criteria used for daphnid in determining the EC, since the determination for the LC requires analyzing each potentiall deceased daphnid under a microscope.
As discussed in my May 23, 1983 memo,<hydrazine is periodically discharged at McGuire from the Conventional Wast6water Treatment (WC) and the liquid radwaste (WL) systems. The WC system is normally a continuous discharge with the capability of retaining flow from its settling ponds. It is an infrequent occurrence in which hydrazine is discharged continuously for more than 12 hours1.388889e-4 days 0.00333 hours 1.984127e-5 weeks 4.566e-6 months . The WL, normally discharges at intervals ranging from four to twenty four hours for a period of approximately one hour per discharge. Under normal operation the hydrazine concentration:in the WC and WL systems will be less than 1 ppm. At Oconee Nuclear Station a five month monitoring program was conducted (Attachment 3) with the hydrazine concentrations being less than 1 ppm continuously at the radwaste system and the ambient sampling site. Durijg June 1983, the maximum concentration at the turbine building sump was 1.6 ppm.
In order to ensure that no detrimental environmental effects will result from the release of hydrazine, DPC plans on establishing administrative discharge limits to ensure that levels in Lake 1orman and the Catawba River are less than 0.43 ppm. Based on a maximum flowrate of 300 gpm from the liquid radwast (WL) system and a minimum dilution flowrate of 320,000 gpm from the condenser cooling water system, then a release concentration less than 458 ppm from the liquid radwaste system will ensure that hydrazine concentrations in the discharge canal are less than 0.43 ppm.
Based on a maximum flowrate of 500 gpm from the Conventional Wastewater Treat ment (WC) system, an average flowrate of 307 gpm from the Wastewater Collecti n Basin (WWCB) and a minimum dilution flow of 54,300 gpm from Cowans Ford Dam, then a WC hydrazine release concentration less than 47 ppm will ensure that hydrazine levels in the Catawba Riverlare less than 0.43 ppm.
Mr. Mark Lewis MNS-Misc. Chemical Releases Sept. 8, 1983 Page 4 DPC feels that establishing administrative release limits based on system operation and meeting in-stream concentration limits of 12 ppm boron, 1 ppm ethylene glycol and 0.43 ppm hydrazine will protect the environment and seeks NCDNRCD's approval. We are willing to meet with you to discuss further. If you have any questions,.please call me at (704)373-2310.
Yours very truly,
. Iobert T. Simril VSystem Engineer Nuclear Environmental Compliance RRW/sed Attachments cc:
D. R. Gleason
Mr. Mark Lewis MNS-Misc. Chemical Releases Sept. 8, 1983 Page 5 bec: W. A. Haller J. E. Lansche J. I. Wyant G. E. Vaughan R.M. Propst R. P. Michael
Dl SiONRF North Carolina Du partment of Natural MAN MRNIUFT EU Resources &Corhmunity Development R
FHerts
.James B. Hunt. Jr.. Governor Joseph W. Grimsley, Secretary Teleohcne9 17a; 7019 DIVISION OF ENVIRONTAL MANAGEM=
lNvenber 9, 1983 Mr. ibbert Wylie Duke Power Qbmpany Riclear Production Department Post Office Box 33189 422 South Church Street QCarlotte, tobrth Carolina 27242
Dear Mr. Wylie:
We have reviewed your propoxsed administrative limits for ethylene glycol, boron and hydrazine, and still are concerned that an environmental impact could result if the proposed limits are implemented As before, our concerns deal with the limits you have proposed for boron and hydrazine, we have no problemn with your recommended instream limit of 1 ppm for ethylene glycol Hydrazine Duke Power's bioassay tests.,have resulted in the following acute toxic hydrazine concentrations:
Fathead Minnow 96 hr. LCe
= 6.36 ppm Daphnia sp.
48 hr. EC
= 0.19 and 0.16 ppm A literature survey indicated that hydrazine had a 96 hour0.00111 days 0.0267 hours 1.587302e-4 weeks 3.6528e-5 months no lethal effect concentration '1of 0.43 ppm-.for bluegill.
Duke Power proposes this level as an administrative limit.
We feel that this limit is insufficient to protect the ecosystems which may be exposed to this level for the following reasons:
1.
This is a "no lethal" (acute) effect level; the chronic exposure level is likely to be significantly less than this value.
2.
.43 ppm is greater than the 48 hr-EC., for daphnids.
POLLUTION PREJ VENTION PA YS P. O. Box 27687 RFaleigh. N. C 27611-7687
Mr - Robert Wylie Nbvember 9, 1983
-page two -
According to the Ibrth Carolina Administrative Code (Title 15, Chapter 2, Subchapter 23, Section.0208),
"The concentration of toxic substances in the receiving water: when not specified elsewhere in this section, shall not exceed 0.01 of'the 96-hour LC,." We, therefore, recommend an administrative in-stream limit of '.0 ppm for hydrazine.
Boron Dike Power has stated that the USEPA recommends an in-stream level of 0.75 ppm of boron to protect sensitive crops.
Duke Power is proposing a level of 12 ppm as a final instieam concentration, sixteen (16) times the EPA safe level.
he justification for this elevated limit is the lack of agricultural irrigation for some of the crops which may be sensitive in the surrounding area.
This seems to contradict the "Best Usage" requirement of our water quality regulations.
In Subchapter 2B, Section.0211, the Best Usage of Class A-II waters is defined to include "any Best Usage specified by the.!"C" classification."
The Best Usage of Class "C" waters is defined to include agriculture; where agriculture "shall include the use of waters.Eor stock watering, irrigation,..... ".
Cur contention is that the receiving waters for Duke Power's dischar e are required to be suitable for irrigation, regardless of whether or not they are currently used for this.purpose.
We, therefore, recommend an administrative in-stream limit of 0.75 ppm, in accordance with EPA's safe level.
Please review these recommendations and feel free to contact us in response to these suggestions.
Sincerely, (7
W. Lee Fleming ief Water Quality tion WLF :cs
APPENDIX VI DISCUSSION OF SAMPLE ANALYSIS RESULTS
DISCUSSION OF SAMPLE ANALYSIS RESULTS Sample Result - all sample results that were below the limit of detection for the analysis performed are preceded by a < sign.
Flows - flows shown for outfalls that have intermittent discharges were calculated based on pump capacities. The number of days with flow were calculated based on the actual number of days that flow was present at the outfall, not 365 day years. This includes flows for outfalls 002, 004, 005, and the Ventilation Unit Condensate Drain Tanks (VUCDT).
Intake samples were all obtained by Grab Sampling.
Color analysis for Outfall 001 indicated an intake value of <5. The analysis for Outfall 001 discharge showed a value of 100. We believe this result to be in error. During the last 2 permit renewals Color values for Outfall 001 have been 5 and 12. If needed we can re-sample Color for this Outfall if the 100 value would trigger some additional type of monitoring.
APPENDIX VII SLUDGE MANAGEMENT
SLUDGE MANAGEMENT Conventional Waste System sludge is disposed of in the site's permitted landfill. The sludge is first sampled, then removed and de-watered.
The source of the sites sludge is its filtered water system which is used to provide ultra high purity system water to the plant. This system uses Diatomaceous Earth (DE) pressure filters. The filters are backwashed and the DE is collected in the Initial Hold-up Pond. The DE must be removed approximately every 24 months. As indicated above the sludge is sampled and disposed of in the sites permitted landfill.
Any radioactive contaminated sludge is disposed of per the sites NRC operational permit.
Sourced of radioactive sludge could be various sumps in the auxiliary building.
APPENDIX VIII SITE MAP
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