ML021500569

Units, 1 and 2 NPDES Permit # SC0004278 Renewal Application

ML021500569
Person / Time
Site:	Catawba
Issue date:	05/16/2002
From:	Gordon Peterson Duke Power Co
To:	Document Control Desk, Office of Nuclear Reactor Regulation
References
SC0004278
Download: ML021500569 (134)

Text

f Duke Duke Power EPower 4800 Concord Rd.

York, SC 29710 A Duke Energy Company (803) 831-4251 OFFICE (803) 831-3221 FAX Gary R. Peterson grpeters@duke-energy.com Vice President CatawbaNuclear Station May 16, 2002 U.S. Nuclear Regulatory Commission Attention: Document Control Desk Washington, D.C. 20555

Subject:

Catawba Nuclear Station, Units 1 and 2 Docket Nos. 50-413 and 50-414 NPDES Permit # SC0004278 Renewal Application Pursuant to the requirements of Duke's Corporate Environmental Manual, please find attached a copy of the renewal application for NPDES Permit Number SC 0004278 that was submitted to the state on March 16, 2000.

The distribution of this application to the Nuclear Regulatory Commission is delayed beyond the required thirty days. The delay is attributed to internal organizational changes without changing appropriate internal reporting guidance. Catawba generated problem investigation process (PIP) report C-02-1224 to track corrective actions to ensure future submittals are distributed within the required timeframe.

Questions regarding this submittal should be directed to Kay Nicholson at 803.831.3237.

Sincerejy, Gary R. Peterson Attachment xc: L. A. Reyes, Regional Administrator, Region II C. P. Patel, NRR Senior Project Manager D. J. Roberts, Senior Resident Inspector C'roo

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A D.,, E-. C-?.,t MG03A5 13339 Hagers Fe"y Road Huntersville, NC 28078-7929 March 16, 2000 South Carolina Department of Health and Environmental Control ATTN: Betty Lou Foster NPDES Administration Section 2600 Bull Street Columbia, SC 29201

Subject:

Catawba Nuclear Station NPDES Permit #SC0004278 Renewal Application Certified: 7099 3400 0003 7612 5710

Dear Ms. Foster:

The above referenced permit expires September 30, 2000. Part II.B.5 of the subject permit requires the submittal of an application for renewal at least 180 days prior to expiration.

Attached please find a completed NPDES permit renewal application consisting of the following documents:

"* Form 1 - General Information (With Quad Map)

"* Supplemental Information

"* Form 2C - Application for Permit to Discharge Wastewater (Existing Facility)

"*Form 2E - Facilities Which Do Not Discharge"Process Wastewater

"* Sludge Disposal Supplement for NPDES and ND Permit Applications

"*BMP Plan Summary

" Summary of Requested NPDES Permit Changes.

Please note 316(a) demonstration data was submitted with the last permit apoliation in March 1997. Additional data is not being submitted with this permit applicaJio6h,2' ever we request a continued 316(a) variance and renewal of the current thermal .limits.'

Also, the NOI for storm water is on file with SCDHEC and is not being included with this application.. It is our .understanding that storm water requirements may be removed from the permit and placed in a separate permit.

.- 3,"..f

Upon completion of your review of this application, please provide notification that the application is complete. Should you have questions or need additional information please contact Margot Rott at (803) 831-3180, email at marott@duke-energy.com or Susan P. Robinson at (704) 875-5973, email at sprobins@duke-energy.com.

Sincerely, Angela M. Grooms, Water Protection Manager Group. Environment, Health & Safety, Environmental Protection

bc: File: CN-702.13 Group EHS Record # CN-006121 S.W. Rodgers - CN03CH M.A. Rott - CN04EM C.T. Peed - CN04EM G.W. Sain - EC07D S.P. Robinson - MG03A5 M.E. Hollis - w/o B.E. Davis - w/o

Pl~ese printor*t type sracedin the*frunshaded elite tvoe.areas only i.e.. 12 charante~re/in~h)

Form Approved. OMB No. 2040-0086. Approval expires 5-31-92

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in areas are snaced for elite t ei.e 124charactersfinch, FORM U.S. ENVIRONMENTAL PROTEWC1 ION AGENCY 1.EPA .D NUMBERI GENERAL INFORMATION GENERAL 1 EPA Consolidated Permits Program (Read the "GeneralInstructions*before starting)

F SC1004278 ILID l*t-r- l i r*

I I

• ,LftI3rL I I r"MO GENERAL INSTRUCTIONS If a preprinted label has been provided, affix it in

-- cPA I.D. NUMBER the designated space. Review the information carefully; if any of it is incorrect, cross through it Ill. FACILITY NAME, and enter the correct data in the appropriate fill in area below. Also, if any of the preprinted data i FACILITY is absent (the area to the left of the labelspace V. MAILiG ADDRESS, PLEASE PLACE LABEL IN THIS SPACE Iists the information thatshould appear), please provide it in the proper fill-in area(s) below. If the label is complete and correct, you need not complete Items I, III, V, and VI (except VI-B which must be completedregardless).Complete Vt. -FACILITY,. all items if no label has been provided. Refer to LOCATION the instructions for detailed item descriptions and forthe legal authorizations under which this data is collected.

It. POLLUTANT CHARACTERISTICSI INSTRUCTIONS: 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 form listed in the parenthesis following the question. Mark 'X' in the box in the third column if the supplemental form is attached. If you answer 'no" to each question, you need not submit any of these forms. You may answer 'no' if your activity is excluded from permit requirements; see Section C of the instructions. See also, Section D of the instructions for definitions of bold-faced terms.

MARK 'X" MARK "X" SPECIFIC QUESTIONS MA RK SPECIFIC QUESTIONS FORM YES NO ATTACHE D YES NO ATTACHIEO A. Is this facility a publicly owned treatment works B. Does or will this facility (either existing or proposed) which results in a discharge to waters of the U.S.? include a concentrated animal feeding operation or (FORM 2A) X aquatic animal production facility which results in a x

( M6 17 1 discharge to waters of the U.S.? (FORM 2B) 19 20 21 C. Is this a facility which currently results in discharges to D. Is this a proposed facility (otherthan those descrbed waters of the U.S. other than those described in A or B X X in A or B above) which will result in a discharge to X above? (FORM 2C) 22 23 24 waters of the U.S.? (FORM 2D) 25 26 27 F. Do you or will you inject at this facility industrial or E. Does or will this facility treat, store, or dispose of municipal effluent below the lowermost stratum hazardous wastes? (FORM 3) X N/A containing, within one quarter mile of the well bore. X 28 29 30 underground sources of drinking water? (FORM 4) 31 32 33

"*Doyouorwillyou injectatthis facilityanyproduced water H. Do you or will you inject at this facility fluids for or other fluids which are brought to the surface in

- connectionwithconventionaloilornatural gas production, special processes such as mining of sulfur by the inject fluids used for enhanced recovery of oil or natural Frasch process, solution mining of minerals, in situ gas, orInject fluids for storage of liquid hydrocarbons? X combustion of fossil fuel, or recovery of geothermal x (FORM 4) 34 35 36 energy? (FORM 4) 37 38 39

1. Is this facility a proposed stationary source which is J. Is this facility a proposed stationary source which is one of the 28 industrial categories listed in the NOT one of the 28 Industrial categories fsted in the Instructions and which will potentially emit 100 tons per instructions and which will potentially emit 250 tons per year of any air pollutant regulated under the Clean Air year of any air pollutant regulated under the Clean Air Act and may affector be located in an attainment area? X Act and may affect orbe located in an attainment area? X (FORM 5) 40 41 42 (FORM 5) r 43 44 45 Ill. NAME OF FACILITY .,

CSKIP9130-69 15 16-CATAWBA NUCLEAR STATION IV.FACILITY CONTACT I 2- - . .  :...4."Y.i .

A. NAME & TITLE (last,tirst & title) B. PHONE (areacode & no.)

c 2 PEED, CHERYL, EHS MANAGER 803 831 3361 15116- 45146 - 481 49 - 5 2_ - 5 V. FACILITY MAILING ADDRESS '. , '

A. STREET OR P.O. BOX t 4800 CONCORD ROAD 16 45 B. CITY OR TOW N C.STAT D.ZIPCODE M4 116YORK SC 29745 40 41 2 47 - 51 VI. FACILITY LOCATION , . ,- .-.

A. STREET, ROUTE NO. OR OTHER SPECIFIC IDENTIFIER C

_1SC HIGHWAY 274 15 16 45 1 ('COUNTY NAMF JRK 46 70 C. CITY OR TOW N D. STATE E. ZIP CODE F.COUNTY CODE Iif known) 161NEWPORT I1s 116 40 4142 47 51 EPA Form 3510-1 (8-90) CONTINUE ON REVERSI

I-AIJTINIIFn FROM THE FRONT VII. SIC CODES (4 digitIn order of priority)] __________________________

(pcf A. FIRST Sc B. SECOND 91 I (specify) C (specify) 7191 ELECTRIC UTILITY C. THIRD D. FOURTH (specify) (speciy) 15 -S 19 15 16 - 19 VIII. OPERATOR INFORMATION .  : 77, A. NAME . s the name listed in C Item VIII-A also the owner?

8 DUKE Energy Corporation (see attachmentfor list of owners) *]YES -NO Is 16 L66 C. STATUS OF OPERATOR (Enterthe appropriateletterinto the answerbox; if Other," specify.) D. PHONE (areacode & no.)

F = FEDERAL M = PUBLIC (otherthan federalor state) (specify)

S = STATE 0 = OTHER (specify) A 704 875 5205 P = PRIVATE 11 1! -1111 - 112 - 1 E. STREET OR P.O. BOX 1 422 South Church Street F. CITY OR TOWN G. STATE H. ZIP CODE IX. INDIAN LAND I* * *yf Is the facility located on Indian lands?

B Charlotte INCI 28242 [:YES E]NO IN 16 40 41 42 147 - si 52 X. EXISTING ENVIRONMENTAL PERMITS. I*** **;**, **.* -:*,.::***

A. NPDES (Dischargesto Surface Water) D. PSD (AirEmissions from ProposedSources)

C II I 9 N Ic0004278 -30 91P 15116117118 30

-151 16117116 B.UIC (UndergroundInjection of Fluids) E. OTHER (secify)

U--9 463303-1601 (specify) 911311 uo 4633031601 ;ISCDHEC LANDFILL C. RCRA (Hazardous Wastes) E. OTHER (specify) cTI (specify)

R SCD070619796 8A 2440-0070 17118.-. ,....,30 24- 0 00 ... SDHEC Air-Permit Attach to this application a topographic map of the area extending to at least one mile beyond property boundaries. The map must show the outline of the facility, the location of each of its existing and proposed intake and discharge structures, each of its hazardous waste treatment, storage, or disposal facilities.

and each well where it Injects fluids underground. Include all springs, rivers and other surface water bodies In the map area. See instructions for precise requirements.

XII. NATURE OF BUSINESS (providea brief description) - .

NUCLEAR FUEL STEAM ELECTRIC GENERATION XIII. CERTIFICATION (see Instructions) l*I V: W W:

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

A. NAME & OFFICIAL TITLE (type orprint) B. SIGN C. DATE "SIGNED ddy E. Davis

,-P Group Env. Health COMMENTS FOR OFFICIAL USE ONLY EPA Form

SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL BUREAU OF WATER LOCATION SUPPLEMENT FOR ND AND NPDES PERMIT APPLICATIONS FACILITY: CATAWBA NUCLEAR STATON DATE: 3/2/00 ITEM 1: Please give a short description of the plant location, if the address is not a specific location.

Example: Plant is located at the interchange of Interstate 26 and U.S. Highway #1.

The address is: Catawba Nuclear Station 4800 Concord Road York, SC 29745 Concord Road is located off of Highway 274 approximately 2 miles south of the intersection of Highways 55, 49, and 274.

ITEM 2: Please give a description of the location of the discharge point into the receiving stream using some landmark as a reference point, i.e., bridge, stream, road junction, the plant itself, etc.

Give the direction and the distance in feet from the reference point. Example: Discharge #001 is into Johnny Creek approximately 300 feet directly behind the plant. Discharge #002 is into Doris Creek 150 feet downstream from U.S. Highway #30 bridge.

Outfalls #001,002, and 003 discharge into the Big Allison Creek arm of Lake Wylie, approximately 1500 feet north of the Concord Road Bridge that crosses Big Allison Creek..

Looking north from the bridge the discharge points for Outfall 001 and 003 are visible. From the facility site, the discharge points are located immediately south of the perimeter fencing.

Outfalls #004 and 005 are internal to Outfall #001.

ITEM 3: Please locate the discharge on a U.S. Geological Survey 7 1/2 minute quad sheet (or a 15 minute quad sheet if a 7 1/2 quad is not available for the area). The entire quad sheet need not be submitted. An 8 1/2 by 11 inch photocopy of the applicable portion of the map is sufficient.

The quad sheet name must be provided on the copy submitted to the Department. USGS Maps are available at the SC Dept. Of Natural Resources/Map Division, 2221 Devine Street, Suite 222, Columbia, SC 29205. Phone number is 734-9108 The 7 1/2 minute Lake Wylie Quadrangle, South Carolina - North Carolina, SE/4 Clover 15' Quadrangle is attached. Please note that Concord Road was rerouted since this USGS map was produced.

Catawba Nuclear Station NPDES Permit SC0004278 Location Supplement Revised 3/2/00 Permit Renewal Application Page 1 of 1

f UNITED STATES DEPARTMENT OF THE INTERIOR. SOUTH CAROL[NA-NoR. AR 7.5 MINUTE SERIES (TOPOGRAPHIC, GEOLOGICAL SURVEY SE/4 CLOVER1 " QUAORANGaE

,SITE COORDINATES .- =

LATITUDE 35 - 03' - 05" LONGITUDE 81 - 04' - 10644 SCALE 1:24 000 I I - 04(LE a

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1.OGeneral Station Description 2.0 Station Intakes 2.1 Low Pressure Service Water Intake Structure 2.2 Nuclear Service Water System Intake Structure 3.00utfall 001 3.1 Inputs 3.1.1 Low Pressure Service Water 3.1.2 Liquid Radioactive Waste - Internal Outfall 004 3.1.3 Cooling Tower Blowdown - Internal Outfall 005 3.1.4 Nuclear Service Water 3.2 Flows 3.3 Chemicals & Characteristics of.Discharge 4.00utfall 002 4.1 Description of Discharge 4.1.1 Service Building Sump 4.1.2 *WaterTreatment Room 4.1.3.,-Diesel: Generator Room Sumps 4.1.4 Turbine Building Sumps 4.1.5 Auxiliary Building Floor Drain Sumps 4.1.6 Diesel Generator Catchment Sumps 4A1.7 Step-up Transformers Base Drainage Sumps 4.1.8 Sulfuric Acid Tank Containment Drainage Sump S.

Catawba Nuclear Station NPDES Permit SC0004278 Table of Content,4 3

Revised 03116100 Permit Renewal Application Page lof

4.1.9 Secondary Containment Sumps 4.1.10 Miscellaneous 4.2 Flows 4.3 Chemicals & Characteristics of Disicharge 4.4 Treatment 4.4.1 Initial Holdup Pond 4.4.2 Settling Ponds A & B 5.0Outfall 003 5.1 Description of Discharge 5.2 Flows 5.3 Chemicals & Characteristics of Discharge

,5.4 Treatment 6.0.Outfall 004 7.00utfall 005 8.0 Miscellaneous Operations

• 81.:fire System 8.2 Drinking Water System 8.3 Cooling Tower Drainage 8.4 Miscellaneous System and Component Cleanings 8.4.1 Mechanical Cleanings 8.4.2 Chemical Cleanings

.8.5 Storm Water Discharges Catawba Nuclear Station NPDES Permit SC0004278 Table of Contents Revised 03116100 Permit Renewal Application Page 2of"3

9.0 Other Environmental Permits 9.1 Landfill 9.2 Air Permit 9.3 RCRA Hazardous Waste 9.4 Underground Storage Tank Permits 9.5 Asbestos 9.6 Laboratory Certification 10.0 Hazardous Substances 10.1 Hazardous and Toxic Substances, Table 2c-3 10.2 Hazardous Substances Under 40 CFR 117 and CERCLA 11.0 Thermal 316(a) and Impingement/Entrainment 316(b) Demonstrations 12.0 Site LayoutlDrawing General Site Layout and Identification of Outfall Locations.-,

Catawba Nuclear Station NPDES Permit SC0004278 Table of Contents Revised 03116100 Permit Renewal Application Page 3of 3

1.0 General Station Description The Catawba Nuclear Station is a two unit nuclear fission steam electric generating station. It is owned by Duke Energy Corporation, North Carolina Electric Membership Corporation, North Carolina Municipal Power Agency Number #1, Piedmont Municipal Power Agency, and the Saluda River Electric Cooperative, Inc. Duke Power Company operates the facility.

Each unit is a four loop pressurized' water reactor. Reactor fuel is sintered uranium oxide pellets with zirconium alloy cladding. Reactor heat from each unit is absorbed by the reactor coolant system and produces steam in four steam generators sufficient to drive a turbine generator unit with a design net electrical rating of 1129 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 waterfor safety injection. During reactor operation, changes are made in the reactor coolant boron concentration.

A schematic diagram of water use and discharges indicating average rates of flow for individual waste streams of Catawba Nuclear Station is attached. Actual flow through individual systems may vary significantly depending on need to operate and meteorological conditions. The following is a brief description of the.

major water systems inputs and discharges.

The station has 5 permitted Outfalls, three of which discharge directly into Lake Wylie. Outfall 001 discharges the Low Pressure Service water, Outfall 002 discharges the Conventional Wastewater Treatment system, and Outfall 003 discharges the Sanitary Wastewater system. Ouffall 004 is an internal Outfall discharging low level radioactive effluents through Outfall 001. Outfall 005 is also an internal Outfall discharging cooling tower blowdown through Outfall 001.

2.0 Station Intakes There are two intake structures to withdraw raw water from Lake Wylie, one for the Low Pressure Service Water System and one for the Nuclear Service Water System. Lake water enters each intake structure through trash racks that remove large debris. Intake water then flows through traveling screens, which remove smaller debris.

Catawba Nuclear Station NPDES Permit SC0004278 Narrative Description Revised 3/16/00 Permit Renewal Application Page 1 of 24

2.1 Low Pressure Service Water Intake Structure There are a total of six pumps on the Low Pressure Service Water intake structure. Three are for the Low Pressure Service Water System and three are for the Fire Protection System. Each Low Pressure Service Water pump is in a separate bay equipped with a trash rack and traveling screen. The trash racks and traveling screens remove trash and prevent debris from entering the pumps.

Accumulated trash is cleaned from the racks by hand and from the screens by a backwash system. The intake screens can be backwashed manually or automatically, or as frequently as the differential pressure alarms on each pump bay indicate the need. Each screen is backwashed every eight hours for approximately 10 minutes per screen. The water is.

returned to Lake Wylie at the intake bay. The trash and debris collected from the racks and screens are disposed in a permitted landfill. No chemicals are used in the backwash operation.

The three low pressure service water pumps are separated by precast concrete wall panels that form pump wells. Each pump withdraws water from its well and discharges to a common header. After leaving the common header, flow is divided into two main headers, A and B. Both headers are in service during normal operations, however a single header:%..",

can provide sufficient flow to meet system demands with both units in operation.

Upon entering both headers A and B, flow passes through a strainer designed to remove still finer debris from the lake water. These strainers backwash automatically based upon either a set time interval or increase in differential pressure. This'backwash water passes through each strainer and drains back to the lake in the vicinity it was originally withdrawn.

2.2 Nuclear Service Water System Intake Structure The Nuclear Service Water System is a once-through, non-contact plant cooling water system. This system supplies cooling water to various heat loads in the Auxiliary and Reactor Buildings other than the secondary (steam) side of the station. It is served by two bodies of water - Lake Wylie and the Standby Nuclear Service Water Pond - but only one pump structure. The intake in each water body is completely submerged approximately 30 feet below the surface of the water. The Standby Nuclear Service Water Pond and the pump structure are seismically designed with sufficient water to bring the station to a cold shutdown in case of the loss of Lake Wylie Dam. Pond level is maintained via an Catawba Nuclear Station NPDES Permit SC0004278 Narrative Description Revised 3/16/00 Permit Renewal Application Page 2 of 24

overflow pipe to the lake and pumping capability from the lake. Water from either the pond or the lake is piped to the nuclear service water pump structure. The pump structure consists of two 330,000 gallon pits that serve to provide suction to the pumps. There are two pumps per pit.

In normal Nuclear Service Water System operation, pump suction is from Lake Wylie. Pump suction can be switched to the Standby Nuclear Service Water Pond.

Additionally, during testing 'required by the Nuclear Regulatory Commission, in order to verify flow balance, and certain times during plant operation, the Nuclear Service Water system is aligned to discharge to the Standby Nuclear Service Water Pond rather than Outfall 001. When discharge is aligned in this manner, the pump suction, can be either from the lake or the pond.

In order to maintain the temperature of the Standby Nuclear Service Water Pond within limits imposed by the Nuclear Regulatory Commission, cooler water from Lake Wylie is periodically pumped to the pond. This is dependent on current weather conditions, and the amount of time in such alignment will vary.

The typical temperature change of the water removed from and returned to the Standby Nuclear Service Water Pond is 2 OF. The temperature.

change would be greater if alignment to the pond should occur during the process of shutdown. The discharge line to the pond splits and discharges flow to separate points of the pond to assure that cooling will be uniform across the surface.

Periodically to ensure operability, the nuclear service water pump bearings are cleaned to remove silt and sediment deposits, which restrict pump cooling water flow. Approximately fifty gallons of cleaning solution are injected .into the bearing cooling water flow path for each pump. A soda ash (Na 2CO3) solution is used for. rinsing the pump bearings.' The cleaning solutions are captured in drums and are used as treatment chemicals in the conventional treatment ponds. This cleaning is not considered a chemical metal cleaning and does not attack the base metal of the piping.

Catawba Nuclear Station NPDES Permit SC0004278 Narrative Description Revised 3/16/00 Permit Renewal Application Page 3 of 24

3.0 Outfall 001 3.1 Inputs Outfall 001 discharges subsurface through a concrete structure directly into the Big Allison Creek arm of Lake Wylie and is comprised of the:

"* Low Pressure Service Water System

"* Liquid Radioactive Waste Outfall 004

"* Cooling Tower Blowdown Otilfall 005

"* Nuclear Service Water System.

A detailed description of each input follows.

3.1.1 Low Pressure Service Water The Low Pressure Service Water System supplies raw water from Lake Wylie for makeup and cooling of various secondary plant systems. This system also receives discharges from the Nuclear Service Water System, Liquid Radioactive Waste System (Outfall 004), and Cooling Tower Blowdown (Outfall 005).

3.1.2 Liquid Radioactive Waste - Internal Ouffall 004 Outfall 004 discharges flow from the liquid tadioactive waste system. This flow combines with, plant once through' cooling water.

before discharging through Outfall 001.

The liquid radioactive waste system collects waste, from' Ao6rzand

-equipment drains, laundry"waste, and ventilation,nOifdrainst-.'. All waste is :processed to:Nuclear.. Regulatory omri*i*(RC) requirements -(10 CFR Part 20 and 10 CFR Part 50) pFnor.torelease withthe type :of procesingf depndent on the 6eof::&i&:-The maxi-mudis... arge -ratioactive praent-m wasuel*.JAsd 0 aspe Chmias tatnay~b -op. ,~In the liquid" ddi"6ewat sytm indu$e: ............................

-boric acid borax nitrate ammonia morpholine lithium hydroxide:.

ethylene glycol ,Tolytriazone. (TTA) nitrite/borax corrosion inhibitor detergents . biocides . Hydrazine .

carbohydrazide chlorine or hypochlonte hydrogen peroxide ethylene diamine tetracetic acid 3-MPA and DMA organic phosphonates used in (EDTA) heat exchanger.lay-uip pump bearing cleaning chemicals laboratory chemicals surfactants polyelectrolytes industrial cleaning products degreasers defoamer (to control foam during dispersant periods of high laundry waste)

Catawba Nuclear Station NPDES Permit SC0004278 Narrative Description Revised 3116/00 Permit Renewal Application Page 4 of 24

Non-contaminated sumps can become contaminated with radioactivity. When this occurs, the liquid can be pumped to the liquid radioactive waste system for treatment. The decision on the method of treatment depends on the amount of waste needing treatment and the quality of the water being treated. Chemicals listed as being in the Turbine Building Sump (in Section 4.0, titled Outfall 002) could then be in the radioactive waste system (Outfall 004). Solids or concentrated radioactive by-product generated in the treatment process' 4ie disposed of in a State and Nuclear Regulatory Commission licensed low level radioactive waste disposal facility.

3.1.3 Cooling Tower Blowdown - Internal Outfall 005 The Condenser Circulating Water System provides the heat sink for the main condenser and the feedwater pump turbine condensers.

This is a closed loop cooling system containing 7.5 million gallons of service water per unit.

After passing through condensers, the warm water is pumped to the top of the cooling towers. This water is distributed uniformly across the top of the cooling towers (three per unit) and cascades by gravity to the floor of each cooling tower. Falling water cascades over fill material, which breaks the water into droplets.

Fans on the top of the towers pull ambient air in from the sides and past the falling water. From the floor of the cooling tower, water flows by gravity back to the condenser.

Due to the concentrating effect of evaporation, a blowdown rate of approximately 5000 gallons per minute is maintained per unit.

Blowdown rates can be higher or lower depending upon system water quality. The Low Pressure Service Water system provides makeup to maintain the system volume.

Sodium hypochlorite and sodium bromide are added to the cooling towers periodically to provide an oxidizing biocide to control biological growth. If necessary, sulfuric acid is added to lower pH.

A polyacrylate dispersant may be added to minimize solids deposition from the lakewater.

Catawba Nuclear Station NPDES Permit SC0004278 Narrative Description Revised 3/16/00 Permit Renewal Application Page 5 of 24

Normal oxidant additions range from every other day to once per week based on seasonal conditions. During biocidal treatment, the blowdown line to Outfall 001 is secured. During those times when blowdown is necessary to prevent scaling and control algae growth, if chlorine concentrations exceed discharge specifications, sodium sulfite or sodium nitrite can be added to the cooling towers in stoichiometric proportions for dechlorination.

As an enhancement to chlorine, organic biocides may be added for biofouling control. Currently approved biocides include Calgon H640, Drew Biosperse 288, Drew Biosperse 216, Betz Slimicide C79, Buckman Bulab 6002, and Calgon H-130. Only one biocide would be used at a time. Multiple approvals have been obtained for bidding purposes from different chemical manufacturers.

Quarterly, sections of the Nuclear Service Water systems, which are kept in wet lay-up, are drained to the condenser circulating water system. Water in these sections contain corrosion inhibitors and chemicals to control pH. These chemicals are discharged at concentrations that would not exhibit toxicity.

The cooling tower blowdown is aligned to the Low Pressure Service Water and discharges through internal Outfall 005 then to Lake Wylie through Outfall 001. During unit outages, part or all of the Condenser Circulating Cooling System can be drained to Outfall 001 and/or the Conventional Wastewater Treatment System, Outfall 002.

3.1.4 Nuclear Service Water The Nuclear Service Water System is a once-through, non-contact plant cooling water system. This system supplies cooling water to various heat loads in the.Auxiliary and Reactor Buildings other than the secondary (steam) side of the. station. This system is served by two bodies of water - Lake Wylie and the Standby Nuclear Service Water Pond - but contains only one pump structure.

Catawba Nuclear Station NPDES Permit SC0004278 Narrative Description Revised 3/16/00 Permit Renewal Application Page 6 of 24

As a result of macroinvertebrates (Corbicula: Asiatic clams),

microbiologically influenced corrosion (MIC), and siltation, a chemical methodology is necessary. Polyacrylate solution is added to the system to control deposition. The discharge of the polyacrylate solution is maintained well below the No Observable Effect Concentration. Sodium hypochlorite and sodium bromide are added to the system (starting in November 2000) for up to two hours per day to better control corrosion and clam growth. During biocide addition, grab saimiples are collected and analyzed every 20 minutes until chlorine is no longer present. The total residual chlorine concentration at Outfall 001 will vary over the two hour

.- discharge period. The average daily discharge concentration is less than the permit limit of 0.019 mg/l. The station performs a time weighted average calculation to determine chlorine concentration for each 24-hour period as follows (example calculation):

1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> at 0.3 mg/I, 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> at 0.1 mg/I, 22 hours2.546296e-4 days <br />0.00611 hours <br />3.637566e-5 weeks <br />8.371e-6 months <br /> at 0 mg/I Sum of 24 hr total = 0.4 mg/I 24 hour2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> average: 0.4-:24= 0.0167 mg/I daily maximum Corrosion inhibitors are used in several system heat exchangers and piping sections during wet lay-up conditions. Products used to perform the lay-up consist of carbohydrazide, nitrites, polysilicates, polyphosphates, phosphates, borates 3-MPA, and DMA. These formulations are used in conjunction with a dispersant and penetrant for deposit control and a biocide for biofouling control.

These products are used such that discharge concentrations do not exhibit toxicity.

The closed cooling system for the containment building can be automatically discharged through Outfall 001 if all power is lost to the system chiller unit. The automatic release will only occur during a loss of power to the system, which is a very infrequent event.

The system uses a carbohydrazide corrosion inhibitor. The concentrations of layup chemicals within the system are maintained such that no toxicity is exhibited at the Outfalls.

Products used for wet lay-up and to control clam growth in the safety related nuclear service water system could be discharged to the Standby Nuclear Service Water Pond during required system testing. Also, low concentrations of these products may be discharged to the pond if the discharge path to Lake Wylie automatically swaps the discharge to the pond. However, product biodegradation and system demand would minimize the discharge concentration.

Catawba Nuclear Station NPDES Permit SC0004278 Narrative Description Revised 3/16/00 Permit Renewal Application Page 7 of 24

3.2 Flows 5 Year Average 5 Year Maximum (mgd) (mgd)

Low Pressure Service Water and Nuclear Service Water 59.14 93.58 Liquid Radioactive Waste 0.02 0.04 Cooling Tower Blowdown 11.04 31.68 Total Flow Ouffall 001 70.2 125.32 3.3 Chemicals & Characteristics Of Discharge This Ouffall consists primarily of raw water from Lake Wylie, which is used for plant cooling and receives no treatment prior to discharge. This stream is used primarily as cooling water for plant equipment and as such discharges some degree of a heat load to Lake Wylie. Because of this, the temperature is continuously monitored by in line instruments which input to the Operator Aid Computer. The temperature change as well as total flow are also measured in this manner. The computer is programmed to provide the operators an alarm when the delta temperature begins to approach the permitted limit. This allows the operators time to adjust plant operations to maintain the discharge temperature within the permit limits. At times when the temperature and flow monitoring devices are out of service for calibration or the computer is down, temperatures are measured once per day and flows are estimated at least once per day.

4.0 Outfall 002 4.1 Description of Discharge Ouffall 002 discharges flow from the Conventional Wastewater Treatment System through a Parshall flume into the;'Big -Allison Creek arm of Lake Wylie. This system consists of the following:

1 Initial Holdup Pond Concrete 300,000 gallons 2 Settling Ponds Earthen 5,000,000 gals each I Final Holdup Pond Earthen 1.5 million gallons Normally, inputs are received in the Initial Holdup Pond (IHP) which serves a surge-dampening function to the settling ponds and also allows heavy solids to settle for periodic removal. Solids removed from the IHP are dewatered and disposed in a licensed landfill. Inputs can bypass the IHP and be directed to the in-service settling pond or Final Holdup Pond if necessary.

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From the Initial Holdup Pond flow is directed to the in-service settling pond where chemical treatment, mixing, and aeration take place. Sulfuric acid and sodium hydroxide ate added. for pH control. Coagulants. can also be added to facilitate the settling of small particles. Additionally, it may be necessary infrequently to oxidize persistent chemicals with the use of hypochlorite (sodium or calcium) or hydrogen peroxide.

The settling ponds can discharge directly to Lake Wylie via Ouffall 002, or be directed to the FHP fo "additional treatment or holdup capacity.

Treatment in the WC System is on a batch basis. Discharge flowrates can range between 800 and 1760 gpm. Recirculation capability is available for recirculation intra- or inter-basin.

The WC System receives inputs directly from the service building sump, turbine building sumps, diesel generator catchment sumps, step-up transformer base drainage sumps, sulfuric acid tank containment drainage sump, secondary containment sumps, and rainwater from various sources.

4.1.1 Service Building Sump The service building sump receives inputs from the water treatment room and reverse osmosis unit, diesel generator room sumps, and the service building floor drains. The sump has an approximate holding volume of 26,500 gallons and two pumps, each with a.

capacity of 1350 gpm. Normal alignment is to the Conventional Wastewater Treatment System directly, but can be through the turbine building sump.

The service building floor drains receive miscellaneous leakage and drainage. Chemical inputs include:

hydrazine trisodium phosphate ammonia morpholine sodium hydroxide sulfuric acid cationic polyelectrolytes alum ethylene glycol Commercial prepared tolytriazole (TTA) biocides (Calgon sodium nitrite/borax/ sodium H-550, Calgon benzotriazole (BZT) H-510, or similar corrosion inhibitor or similar products) industrial cleaning products laboratory chemicals citric acid hydrogen peroxide oils coagualants chlorine or hypochlorite anti-scaling agents sulfamic acid dispersants biocides surfactants boric acid DMA carbohydrazide 3-MPA _

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4.1.2 Water Treatment Room The Water Treatment Room produces filtered water and demineralized water. All chemicals used, all leakage and drainage, and all wastes produced go directly to the service building sump.

Filtered water is made by taking lake water, adding a coagulant, filtering up through one of two gravel-to-sand beds and chlorinating to approximately 1.5 ag/+1 FAC. The beds are flushed on pressure buildup with high velocity lake water.

Approximately quarterly or-when necessary, each bed is cleaned with approximately 200 gallons of hydrogen peroxide and a surfactant. The peroxide and surfactant are added, the bed is air mixed, allowed to soak, and then flushed. The peroxide/surfactant cleaning dissolves mud balls that may have formed. Yearly, approximately 1000 pounds of sand are replaced in each bed as a result of normal losses from backwash carryover.

Demineralized water is made by passing filtered water through a carbon bed, a reverse . osmosis unit, and then through a regenerative resin bed. There are two carbon beds, one reverse osmosis unit, and two resin beds. Each carbon bed contains 270.

ft 3 and is replaced as needed. Each resin bed contains 510 ft 3 and is replaced as needed. To regenerate the resin, sulfuric acid and sodium hydroxide are flushed through the bed.

Each regeneration takes approximately 98 gallons of 93% sulfuric acid and 330 gallons of 50% sodium hydroxide. Regeneration occurs approximately once a month. The amounts of required acid and caustic will vary as dictated by operational requirements.

Approximately quarterly, each demineralizer bed is surfactant cleaned to remove organic film on the resin. Several times each year the reverse osmosis membranes are cleaned with a combination of acids, bases, and polymeric cleaning solutions.

4.1.3 Diesel Generator Room Sumps The diesel generator room sumps receive inputs from leakage or draining the diesel generator engine cooling water system. Each of the four sumps has a volume of approximately 470 gallons and two pumps, each with a capacity of 50 gallons per minute.

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The diesel generator engine cooling water systems have a volume of 2240 gallons each. The systems are treated with a mixture of sodium nitrite, borax (sodium tetraborate), and sodium mercaptobenzothiazole (MBT). To control bacteria, an approved biocide is added.

For incidental oil spills, an oil coalescing unit is installed between the diesel sumps and the service building sump.

4.1.4 Turbine Building Sumps The turbine building sumps receive inputs from steam generator wet lay-up chemicals, cooling tower drainage (unwatering),

auxiliary building floor drain sumps, and the turbine building floor drains. Each of two sumps has an approximate capacity of 12,000 gallons and three pumps, each with a capacity of 1350 gallons per minute. Normal alignment is directly to the Conventional Wastewater Treatment System. However, hose connections on the discharge of the pumps allow rerouting to other sumps for unusual circumstances. Chemical inputs include:

hydrazine trisodium phosphate ammonia Morpholine sodium hydroxide sulfuric acid cationic polyelectrolytes alum ethylene glycol Commercial prepared tolytriazole (TTA) biocides (Calgon sodium nitrite/borax! sodium H-550, Calgon benzotriazole (BZT) H-510, or similar corrosion inhibitor or similar products) industrial cleaning products laboratory chemicals citric acid hydrogen peroxide oils coagulants chlorine or hypochlorite anti-scaling agents sulfamic acid Dispersants biocides surfactants boric acid DMA carbohydrazide 3-MPA Bromine powdered or bead resin 4.1.5 Auxiliary Building Floor Drain Sumps Auxiliary building floor drain sumps can be diverted to the turbine building sumps. Each sump has an approximate capacity of 500 gallons and two pumps, each with a capacity of 50 gallons per minute. Inputs consist of equipment drainage, air handling unit condensate, sample line purge, floor wash water and lab drains.

Chemicals that may be present includef Catawba Nuclear Station NPDES Permit SC0004278 Narrative Description Revised 3/16/00 Permit Renewal Application Page 11 of 24

boric acid borax nitrate ammonia morpholine lithium hydroxide ethylene glycol tolytriazone (1iA) nitrite/borax corrosion inhibitor sodium dispersant hydrazine bicarbonate carbohydrazide chlqrine or hydrogen hypochlorite peroxide ethylene diamine 3-MPA, or DMA organic tetracetic acid as amines in the phosphonates (EDTA) secondary system used in heat exchanger lay-up pump bearing laboratory surfactants cleaning chemicals chemicals polyelectrolytes industrial cleaning degreasers products sodium sodium hydroxide phosphate metasilicate detergents defoamer biocides 4.1.6 Diesel Generator Catchment Sumps The diesel generator catchment sumps receive inputs from the fuel oil unloading pads, Containment Mechanical. Equipment Building sumps, contaminated drum storage area sump, hydrogen/oxygen generator, Standby Shutdown Facility, hazardous waste. storage building floor drain, and rainwater. The Unit 2 sump pumps to the Unit I sump with each sump having two pumps. Each pump has a capacity of 250/110 gpm, Unit I .and 2, respectively. Unit I sump consists of two separate volumes - one to receive* i.! flow and the other to house the pumps. A partial concrete wall separates the volumes, allowing flow under the wall only, -which minimizes oil from getting to the pump suction.

Additional chemical inputs include a sodium nitrite/boraxlsodium bicarbonate corrosion inhibitor from leakage or drainage, ethylene glycol and nitrite/borax/hydroxide corrosion inhibitor from the Standby Shutdown Facility cooling system, and residual biocide in the fuel oil. During unit outages, borated ice may be transferred to the diesel generator pad and allowed to melt into this sump.

Catawba Nuclear Station NPDES Permit SC0004278 Narrative Description Permit Renewal Application Page 12 of 24 Revised 3/16/00

4.1.7 Step-up Transformer Base Drainage Sumps The step-up transformer base drainage sumps receive rainwater and oil leakage from the curbed bases under the main step-up, auxiliary step-up, and auxiliary electric boiler transformers, and water from floor drains in the adjacent high-rise office building.

Each sump consists of two separate volumes, one to receive all flow and the other to house the pumps. A partial concrete wall separates the volumes; 'allowing flow under the wall only which should minimize the possibility of oil getting to the suction of the pumps.

The capacity of the oil holdup section is 12,716 gallons. The capacity of the water pump section is 6,358 gallons. Each sump has two pumps with a capacity of 800 gpm each.

4.1,8 Sulfuric Acid Tank Containment Drainage Sump The sulfuric acid tank containment drainage sump receives inputs from rainwater, laboratory drains, industrial strength cleaning chemicals, and tank containments. The approximate holding capacity is 225 gallons with pump capacity of 35 gpm.

Tank containments include:

50% sodium hydroxide 1,500 gallons biocide 3,800 gallons dispersant 7,600 gallons 93% sulfuric acid 30,000 gallons Curbing provides secondary containment for each of these tanks.

This curbing is sufficient to contain the entire contents of each tank in case of a leak.

4.1.9 Secondary Containment Sumps Secondary containment sumps receive input from the yard drains.

Three 10,000 gallon sumps are available for spills or rainfalls less than 10,000 gallons. The sumps can pump to the initial or final holdup ponds. By design, rainfalls greater than 10,000 gallons will overflow directly to Lake Wylie.

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Other than spills or rainfall, actuation or testing of the chlorinated fire protection system in the yard could overflow a sump. The groundwater drainage system from the plant discharges to the yard drains. Additionally, the switchyard for the site contains two oil trap tanks. Rainfall collected from the switchyard flows through these tanks. These tanks will contain any oil spilled or leaked in the switchyard.

4.1.10 Miscellaneous There are approximately 25 to 30 closed cooling systems within the station. The largest system has a volume of approximately 44,000 gallons. The main portions of these systems are constructed of carbon steel, with some of the systems having copper/nickel heat exchangers. Corrosion inhibitors consisting of carbohydrazide, glycol, nitrites, borax, tolytriazole (TTA) are added for corrosion control. An organic biocide and a dispersant are added to control biofouling.

4.2 Flows The settling ponds can discharge directly to Lake Wylie via Outfall 002, or be directed to the Final Holdup Pond for additional treatment or holdup capacity. Discharge flowrates can range between 800 and 1760 gallons per minute. Recirculation capability is available for recirculation intra- or inter-basin.

Flows are measured at Outfall 002 for each discharge from the treatment system. The following flows are from the previous five years of operation.

5 Year Average Design Maximum 5 Year Maximum (MGD) (MGD) (MGD).

Total Flow Outfall 002 1.41 2.88 2.50 4.3 Chemicals & Characteristics of Discharge The expected chemical inputs to this Ouffall are described above. The discharge is controlled and treated to yield a very low impact release to Lake Wylie. All chemical constituents are released as limited by the NPDES permit and such that they do not exhibit toxicity in the discharge.

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4.4 Treatment Treatment in the WC System is on a batch basis.

4.4.1 Initial Holdup Pond The Initial Holdup Pond allows heavy solids to settle for periodic removal and allows neutralization of wastes.

4.4.2 Settling Ponds A & B From the Initial Holdup Pond flow is directed to the in-service settling pond where chemical treatment, mixing, and aeration take place. Sulfuric acid and sodium hydroxide may be-added for pH control. Coagulants can also be added to facilitate the settling of small particles. Additionally, it may be necessary infrequently to oxidize persistent chemicals, with the use of hypochiorite (sodium or calcium) or hydrogen peroxide.

5. Outfall 003 5.1 Description of Discharge Outfall 003 discharges flow from the Sanitary Waste Treatment System into the Big Allison Creek arm of Lake Wylie. The sewage treatment system consists of a 1.28 million gallon aeration basin that is divided into four sections and a 0.525 million gallon effluent polishing basin.

5.2 Flows Discharge from Outfall 003 is continuous. The following flows are from the previous five years of operation. Design flow is 0.080 MGD.

5 Year Average 5 Year Maximum (MGD) (MGD)

Total Flow Outfall 003 0.028 0.128 5.3 Chemicals & Characteristics of Discharge The Sanitary Waste Treatment System receives raw sewage from Catawba Nuclear Station, the Catawba Training Center, sink drains, shower drains, and drinking water fountains. Soaps* and industrial cleaning supplies are expected inputs to this system.

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This system also receives flow from the oil/water separator and drains located at the on-site transportation garage. The grease trap located at the site cafeteria also flows to this treatment system. Waste glutaraldehyde solution from cleaning respirators is also routed to the Sanitary Waste Treatment System.

Small amounts of photographic waste (developer and rinse) are disposed of in the WT system. The components of these substances include:

acetic acid potassium sulfite potassium hydroxide hydroquinone I-phenyl-3-pyrazolidinone glutaraldehyde bisulfite glutaraldehyde If necessary to remove sludge from the system, it will either be tanked to a municipal sewage treatment system or dewatered and disposed in a State licensed landfill or landfarm.

5.4 Treatment Inputs to the sewage treatment system initially pass through a comminutor which cuts and shreds large solids into smaller particles. From the comminutor, the waste passes through a bar screen then enters the aeration lagoon where the sewage is decomposed by aerobic bacteria.

Settleable solids and excessive activated sludge collect in the bottom of the lagoon where they undergo further reduction.

Aeration is provided by blowers/compressors. Under normal alignment, waste from the fourth cell enters the effluent polishing basin. When necessary, the effluent polishing basin can be bypassed and flow can be directly discharged to Lake Wylie through Outfall 003 if of acceptable quality. The effluent polishing basin is also aerated by blowers which reduce suspended solids, nitrogen, and phosphorous levels. Soda ash or citric acid solutions are added to the effluent of the polishing pond as necessary for pH control.

The effluent flows through a parshall flume to record discharge flow.

After the parshall flume, flow passes through a tablet chlorinator and a chlorine contact chamber. The flow then enters a tablet dechlorinator system and a dechlorinator contact chamber before being discharged to Lake Wylie. The chlorinator system is not used unless necessary to meet the fecal coliform limits imposed by the permit.

6.0 Outfall 004 This Outfall is described with Outfall 001 (See Section 3.1.2) since it is an internal outfall which discharges to Lake Wylie through Outfall 001.

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7.0 Outfall 005 This Outfall is described with Outfall 001 (See Section 3.1.3) since it is an internal outfall which discharges to Lake Wylie through Outfall 001.

8.0 Miscellaneous Operations 8.1 Fire System Water supply for fire protection is provided by three -full capacity (250 gpm) fire pumps. In addition, two 25 gpm and one 200 gpm jockey pump (supplied by the Filtered Water System) are provided to prevent frequent starting of the main fire pumps to maintain pressure in-the-yard -mains. If system needs cannot be met with the jockey pumps, the main fire pumps start in sequence as the pressure in the yard mains drop.

The system is chlorinated periodically to prevent the survival and growth of Corbicula clams within the system. Alternate chemicals to chlorine are being evaluated as a chlorine replacement. If it is determined that a chemical other than chlorine shall be used, the system will be operated in such a way to prevent the discharge of toxic quantities of the chemical to receiving waters. Prior to implementing use, appropriate permission will be obtained.

8.2 Drinking Water System Potable water is supplied to the station by York County. A municipal drinking water connection to the site occurred in 1993.

Periodically, when new lines.are disinfected or repaIairs are made to existing lines, the lines are flushed as required by the Statdrinking water regulations. Where possible, these discoarges'..4oute.d to a treatment system or flushed across the ground to eim any choine before reaching the lake.

8.3 Cooling Tower Drainage The Condenser Circulating Cooling system (which includes the cooling towers) is initially drained through permitted Outfalls 005 and 001 for system maintenance. Any in-leakage of raw lake water during the maintenance activity is pumped into the yard drain system which discharges directly to Lake Wylie.

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8.4 Miscellaneous System and Component Cleanings 8.4.1 Mechanical Cleanings Heat exchanger and cooling water pipes are periodically mechanically cleaned with brushes, rods, high pressure water, hydrolasing, and other physical means. No chemicals are used during these cleanings, solids are trapped or filtered at the source, and the water flow typitally discharges to the various station's sumps described above.

8.4.2 Chemical Cleanings Systems may need to be cleaned periodically because of scaling or plugging. Other components will be cleaned as necessary for various fouling problems. Solutions utilized will be standard chemical cleaning methodologies. Chemicals utilized by these methodologies, alone or in combination, include the following:

Alknlin*_ Roilouit Solutions non-ionic surfactants cationic sodium hydroxide surfactants anionic surfactants trisodium sodium metasilicate.:.-.

phosphate soda ash monosodium sodium bicarbonate phosphate disodium phosphate Acid Solutions & Additives hydrochloric acid sulfuric acid phosphoric acid formic acid hydroxyacetic acid sulfamic acid citric acid nitric acid Oxalic acid ammonium bifluodide thiouread .. ***

EDTA*Compounds and HEDTA pH adjusted tetra-ammonium di-ammonium EDTA tetra-ammonium EDTA EDTA Hydroxyethylenediamine tetra-sodium triacetic acid EDTA Catawba Nuclear Station NPDES Permit SC0004278 Narrative Description Revised 3/16/00 Permit Renewal Application Page 18 of 24

Miscellaneous Compounds sodium chloride chlorine potassium (hypochiorite) permanganate aqua ammonia ammonium sodium nitrite persulfate antifoam sodium sulfite corrosion inhibitors (e.g., phosphates, borax-nitrite, silicates, chletc.) biocids organic organic biocides chiorothene __________

The spent solvents from these cleanings will be treated in the Conventional Waste System or the Radioactive Waste System. The acid/alkaline compounds will be neutralized; the other compounds will be mixed, oxidized, and/or precipitated as necessary for treatment.

8.5 Storm Water Discharges A secondary containment system collects storm water drainage from the powerhouse yard drains. This secondary containment system consists of 10,000 gallon collection sumps for each of the three (3) containment areas. The powerhouse yard drains connect to the collection sumps via a passive intercept/trap system. Spills and minor volumes from rain storms will flow into the sumps, while significant rainfall flows will still be discharged directly to Lake Wylie and the Standby Nuclear Service Water Pond. Storm water-is pumped from the sumps to the Conventional Wastewater Treatment System. The pumps continue to operate until (1) the sump is emptied or (2) an overflow condition results from the rainfall. A rainfall of approximately 0.016 inches in one hour will fill the sumps. -Allowing rsignificant rain water flow to continue to discharge to the Standby Pond and Lake Wylie will prevent overloading of the WC System.

Areas outside the powerhouse yard are not connected to the secondary containment system and drain directly to Lake Wylie or the Standby Nuclear Service Water Pond. These areas include the cooling tower yard, wastewater treatment yard, construction laydown area northwest of the powerhouse, areas bordering the Standby Nuclear Service Water Pond, the Security Practice Range, Recreation Area, and permitted industrial waste landfill # IWP 463303-1601.

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Storm Water discharges are regulated under the current NPDES permit. The storm water outfall at the permitted landfill is the only storm water point monitored per the current NPDES permit.

Catawba has developed a Pollution Prevention Plan with Best Management Practices to proactively reduce and eventually eliminate pollutants entering the environment. For example, we are currently looking at the lead coated copper lightening arrestors on site. The Plan is revised whenever there is a change in design, construction, operation, or maintenance, which has a significant effect on the potential for the discharge of pollutants to the air, ground, or waters of the United States.

9.0 Other Environmental Permits 9.1 Landfill Permit #463303-1601 issued by South Carolina Department of Health and Environmental Control.

9.2 Air Permit Permit #2440-0070 issued by South Carolina Department of Health. and Environmental Control.

9.3 RCRA Hazardous Waste EPA ID #SCD070619796 9.4 Underground Storage Tank Permits Site Identification. numbers 09242 and 09244 issued by South Carolina Department of Health and Environmental Control.

9.5 Asbestos Permit #8044 issued by South Carolina Department of Health and Environmental Control.

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9.6 Laboratory Certification Certification #46002 issued to Catawba Nuclear Station by South Carolina Department of Health and Environmental Control. Certification includes the following parameters: Hydrogen ion concentration (pH), dissolved oxygen, non-filterable residue (TSS), residual chlorine (TRC), and temperature.

Off-site laboratories that perfdrm analyses for Catawba include:

Duke Power Company Laboratory Services, #99005 and #99046 ETT Environmental, #23104 Pace Analytical, #99066 10.0 Hazardous Substances 10.1 Hazardous and Toxic Substances, Table 2c-3 At Catawba Nuclear Station the projected concentration level and potential for toxic and hazardous substances being in a discharge is very low. With reference to Item V-D of Form 2-C, the substances identified under Table 2c-3 that may be in a discharge are as follows:

a. Formaldehyde - is present in the laboratory .in the pH buffers, turbidity standards, and reference electrode filling solutions.-ý.*., It potentially can be discharged via Outfalls 002 and 004 in very small concentrations.

b. Dicamba - is a herbicide that. is 2.82 percent of the product.-*:.The product: is diluted prior to application. Dicamba could be present in Outfall 002 andstorm water in very low concentrations.

c. Asbestos' -. can potentially be present in .Outfalls 0.01,ý002, `003, and 004 :due1_to removal of asbestos materials.,'If.-f*presentit Will be at very low concentrations.

d. Other -"During the course of the year products such as commercial cleaners and laboratory reagents may be purchased which contain very low levels of a susbstance found in Table 2c-3. It is not anticipated that these products will impact toxicity at Outfalls 001 and 002 since their concentrations are extremely low.

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10.2 Hazardous Substances Under 40 CFR 117 and CERCLA The following are hazardous substances located at Catawba Nuclear Station that could be released in the event of a spill in quantities equal to or greater than the reportable quantity (RQ) levels as referenced in 40 CFR 117.12(a)(2) and 355. This list is being provided in order to qualify for the reportablity exemption provided under 40 CFR 117 and the Comprehensive Environmental Response Compensation and Liability Act (CERCLA).

The values below represent the maximum quantities on site that could be released at one time. They do not reflect quantities that are discharged through typical use. The spill reportability exemption is requested for the substances identified below.

Substance Quantity Source Discharge (Gal)

Sodium 5,400 Cooling Tower Treatment Outfall 002 hypochlorite Sodium bromide 5,400 Cooling Tower Treatment Outfall 002 Sodium hydroxide 1,500 Water Treatment Outfall 002 Biocide 3,800 Cooling Tower Treatment Outfall 002 Dispersant 7,000 Cooling Tower Treatment Outfall 002 Sodium hydroxide 5,000 Demin Regen., Water Outfall 002 Treatment, Hydrazine 340 Water Treatment Outfall 002 Outfall 004 Sulfuric acid 30,000 Cooling Tower Treatment, Outfall 002 Water Treatment, Demin Regen 11.0 Thermal 316(a) and ImpingementlEntrainment 316(b) Demonstrations During the initial operation of Catawba Nuclear Station (CNS), studies were conducted to address potential thermal and impingement/entrainment concerns, as required by the licensing of CNS. These studies indicated that operation of CNS had no adverse impact to the balanced indigenous aquatic community of Lake Wylie. The 316(a) demonstration report submitted to SCDHEC in March 1997 continues to demonstrate no adverse impact to the water quality and the aquatic community of Lake Wylie.

Duke Energy requests a continued 316(a) variance and renewal of the current thermal limits.

rarrauve uesctiptiori Catawba Nuclear Station NPDUL Permit SC.0004278 Parragve Page 22 2 of escfp2on 24 Revised 3/16/00 Permit Renewal Application

12.0 Site LayoutlDrawing General Site Layout and Identification of Ouffall Locations Catawba Nuclear Station NPDES Permit SC0004278 Narrative Description Revised 3/16/00 Permit Renewal Application Page 23 of 24

I tI NSW DAM\

) NSW DISCHARGE

.NUCLEAR SERVICE WATER POND-,

\LNSW I NTAKE, "INSW DISCHARGE LPSW i-.--4 NTAKE -STRUCTURE i i i i f ! 1 11 1 1 1 SWITCH YARD

-WASTE WATER TREATMENT SYSTEM (WC no -1132 7

CATAWBA NUCLEAR M.IC4.l-ar S -tation NPD)F- Pc4-r-r~if 4-cf-nlff4q7A P~e224. off2 24 Pagqe

Form Approved 0MB No. 2040-0086 L EPA 27 I('*Cff4 I.D.A NUMBER (copy from tem Iof Form 1) Approval expires 5-31-92 DI~,ae nrin Inr y in the unshaded areas only_

'FORM - U.S. ENVIRONMENTAL PROTECTION AGENCY APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER 2c NPDES EPA EXISTING MANUFACTURING, COMMERCIAL, MINING AND SILVICULTURAL OPERATIONS ConsolidatedPermits Program UTFLL LOCATION J:`MOM~<

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

A.OUTFALL B. LATITUDE C. LONGITUDE NUMBER D. RECEIVING WATER (name)

(list) 1. DEG. 2.MIN. 3.SEC. 1.DEG. 2.MIN. 3. SEC. 001 35 03 05 81 04 10 Lake Wylie 002 35 03 05 81 04 IlOLake Wylie 003 35 03 05 81 04 10 Lake Wylie 004 35 03 05 81 04 10 Lake Wylie via Outfall 001 005 35 03 05 81 04 10 Lake Wylie via Outfall 001 It. FLOWS, SOURCES OF POLLUTION, AN0 TREATMENT TECHNOLOGIES -' . ... .

A. Attach a line drawing showing the water flow through the facility. Indicate sources of Intake water. operations contributing wastewater to the effluent,

.and treatment units labeled to correspond to the more detailed descriptions in Item B. Construct a water balance on the line drawing by showing average flows between intakes, operations, treatment units, and outfails. If a water balance cannot be determined (e.g., for certain mninkig actvities), provide a pictorial description of the nature and amount of any sources of water and any collection or treatment measures.

B. For each outfall, provide a description of: (1) AN operations contributing wastewater to the effluent, including process wastewater, sanitary wastewater.

cooling water, and storm water runoff; (2) The average flow contributed by each operation; and (3) The treatment received by the wastewater. Continue n~n *tfr1.tmnnl *hnnts if nnenssarv.

1. OUT- 2.OPERATION(S) CONTRIBUTING FLOW &.TREATMENT FALLING a. OPERATION (list) b.AVERAGE FLOW a. DESCRIPTION b. LIST CODES FROM

_____ (include units) TABLE 2C-1 Service Water 59.14 MGD Discharge to Surface Water 4-A Liquid Radioactive See Outfall 004 Cooling Tower Blowdown See Outfall 005 Conventional Wastewater 1.41 MGD Grit Removal, Mixing 1-K 1-0 Storm Water Runoff Sedimentation, Chemical Oxidation 1-U 2-B Chem. Precipitation, Neutralization 2-C 2-K 002 Discharge to Surface Water 4-A Sanitary Waste i0.028 MGD Grit Removal, Screening 1-M I-T Disinfection (C12), Dechlorination 2-F 2-E Aerated Lagoons, Stabilization Pond 3-B 3-G 003 Discharge to Surface Water 4-A '

Liquid Radwaste .02 MGD Mixing, Multimedia Filtration 1-O 1-Q Chemical Oxidation, Coagulation 2-B 2-D Ion Exchange 2-J I 004 Discharge to Surface Water 4-A Cooling Tower Blowdown 11.04 Discharge to Surface Water 4-A 005 I f I I.

4 4- 1 I t -I---

I __ I ________________________ J OFFICIAL USE ONLY (effluent guidelines sub-categories) 510-C (-90)~A~.t ___________________ O)NREVERS(

EPA Form 3510-2C (8-90)

EPA orm 1 1'C P"AGE I OF: 4 CUE4I lUr..

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

YES (complete the folowing table) -. .[] -NO (go to Section Ito .

3. FREQUENCY 4. FLOW

a. FLOW RATE b.TOTAL VOLUME

1. OUTFALL 2. OPERATION(s) a. DAYS b.UONTHS n 9mgd) (specify with units) c.DUR UMBER CONTRIBUTING FLOW PER WEEK PER YEAR M 2.UAXIMUM I.LONGTERM 2.A AXHUM MAXdyM ATION (list) (list) (specify (specify .ALONGTER AY average) AVERAGE DALY AVERAGE DAILY (_ days)

___average) 002 Water filter, equipment drainage, plant sumps, cooling system drains, stormwater containment, system flush for maintenance. 2-3 12 1.47 2.12 1.4e6 gal 2.1e6 gal 150 004 Radioactive system maintenance, laundry operation, decon operation, floor drains, various sumps. 1-2 12 0.02 0.02 2e4 gal 2e4 gal 100 005 Cooling tower blowdown 3-5 12 14.4 14.4 14e6 gal 14e6 gal 250 1 11 OL PRODUCTIONI A. Does an effluent guideruie limitation promulgated by EPA under Section 304 of the Clean Watei Act apply to your facility?

E] YES (complete Rem lit-B) [] NO (go to Section IV)

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

[] YES (complete item Ill-C) E] 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 Oa.QUANTITY PER DAY b.UNITS OF MEASURE c.OPERATION, PRODUCT, MATERIAL, ETC. OUTFALLS (specify) (listoutfal numbers)

W.IMPROVEMENTS .

A. Are you now required by anyFederal. State or local authordty'to meet any implementation schedule for the co.nstrucion, upgrading or opeiatioý_.f wastewater treatment equipment or iractices or any other envirp'nmental programs which may affect the discharges described in"this .application? .1his includes, but is not limited to. permit conditions, administrative or enforcement orders, enforcement compliance schedule letters, stipulations, court orders, and grant or loan conditions. f- YES (complete the folowing table) to (go to-Item IV-B) n1

1. tOENTIFICATION OF CONDITION, 2. AFFECTED OUTFALLS 4.-IANC OMT RE-

. b.PRO AGREEMENT, ETC. .. 3. BRIEF DESCRIPTION OF PROJECT

• .NO. b.SOURCE OF DISCHARGE - RORED JECTED X/A 1 . *. _ _ _ _ _ _

8. OPTIONAL: You may attach additional sheets describing any additional water pollution control programs (orotherenvironmentaiprojectswhich may affect your discharges) you now have underway or which you plan. Indicate whether each program is now underway or planned, and Indicate your actual or planned schedules for construction. []MARK "X" IF DESCRIPTION OF ADDITIONAL CONTROL PROGRAMS IS ATTACHED E

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

Form 3510-2C E'AE2OF4 EPA EPA Form 2-8.5) PAGE2OF74

SEPAlI.D. NUMBER (copy f*om em I atForml I)

__CONTINUED FROM PAGE 2 ISC0004278I V. INTAKE AND EFFLUENT CHARACTERISTICS f*.. -

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

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

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

t. POLLUTANT 2. SOURCE I.POLLUTANT 2. SOURCE For identification of substances, see the attached supplemental information, Section 10.

M; VL POTENTIAL DISCHARGES NOT COVERED BY ANALYSIS IJ Is any pollutant listed in Item V-C a substance or a component of a substance which you currently use or manufacture as an intermediate or final product or,'

byproduct?]o s oO t" ___

K []~~YES (Waist ech polutants below)

V-C parameters were analyzed, except the pesticides, as

~]NO required under Table 2C-2.

(go to Item Vt-B) . -

The pesticides listed: in w-C are not expected to be present in the discharge.

EP Fom35 -. 8-0 PG.3O .Ct4IUEO RVR EPA Form 3510-2C (8-90) PAGE 3 OF 4 :id0NINUE ON REVERS

CONTINUED.FROM THE FRONT I VIL BIOLOGICAL TOXICITY TESTING DATAJI-- ;u.2..... *:,

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

E] YES (identify the test(s) and describe theirpurposes below) [] NO (goto Section VIII) ills 001 and 002 are subject to quarterly Ceriodaphnia dubia 7 day chronic testing under NPDES permit SCU004278. These tests were performed quarterly pursuant to the current NPDES permit. Results indicate that the discharge of Outfalls 001 and 002 is not toxic.

Vill. CONTRACT ANALYSIS INFORMATION W ere any of the analyses reported-In Item V performed by a contract laboratory or consulting firm?

L] YES (tist the name, address,and telephone number of, and polutants [] NO (go to Section 1K) analyzedby, each such laboratoryorfm below) ..

A.NAME B. ADDRESS C.TELEPHONE O.POLLUTANTS ANALYZEO (area cede A no.) .pist) e Power Co. Laboratory Services 13339 Hagers Ferry Road 704-875-5209 All except as noted ID # 99005 Huntersville, NC 28078 below.

Catawba-Nuclear Station #46003 4800 Concord Road, York SC 29745 803-831-3370 pH. Chlorine, & TSS Pace AnalytiCal'i;Services, Inc 9800 Kincey Av., Suite 100 704-875-9092 Color, BromidePhenol L ID 99006 Hunt*erville V-C 28078 Cyanide,.Sulfite.TOC

'A~f Surfactants Florida, tadoce1ý%st Services, Inc 5456 offnner Rd., Suite 201 _ 407-382-7733' Alpha"Beta.

Iab#127019" ID Orlando, FL 32812 Total Radixm, Radium 226 General Engineering. P.O. Box- 30712 Outfall 004.- all IX. ID Lab # GEWP.0120, CERTIFICATION EPI 10582.... Charleston, SC 29417 - *.i * , ,-*i ... analyses. .... '-

I certify underpenafty,of law that this documnentand aattachmentswere preparedundermy direction or supervision in accordancewith a system designed to assurethat qua ifiedpersonnelpropedy gatherandevaluate the informationsubmitted. Basedon my.hiquhy of the person orpersons-who managethe system or thosepersons'dect* y responsble forgithedngthe information, the Information submitted is, to the best of my knowledge andbelef, true,.accurate.andcomplete.

lam awarethatihere ate significantpenaltiesfor submtg false information, inckiding the possbblity of fine and imprisonmentfor knowing violations.

U. I'tIUNt No. area coae a A. NAME & OFFICIAL TITLE (type erpdnQ S. PHO~cNE NO. (areacode d no-1 I.. r%" I TO t -- ~n

. Hea.lnm l4PR lt'h & Sn*afe u 704-373-435S 704AT37S-4NE5 P. SIGF-AT D. DATE SIGNED 431/00 EPA Form 3510-2C 1 6 PAGE 4OF 4 PAG!>"F I

( (

SNSWP 12,000 600 OUTFALL 001 12,000 LAKE WYLIE 268 OUTFALL 002 15 OUTFALL 003 J ' ;""ATEr 62 I

NOTE: AL FLows ARE INGPM CATAWBA NUCLEAR STATION WATER FLOW SCHEMATIC FOR AVERAGED CONDITONS

K I

PLEASE PRINT OR TYPE IN THE UNSHADED AREAS ONLY. You may report some or all of EPA I.D. NUMBER (copy from Item 1 of Form 1) Form Approved this information on separate sheets (use the same format) instead of completing these pages. OMB No. 2040-0086 SEE INSTRUCTIONS SC0004278 Approval expires 7-31-88 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 (ifavailable) liN available) d. NO. OF a. Concen. b.Mesa b. NO. OF (1) Concentration (2) Mass (1) Concentration (2) Mass (1) Concentration (2) Mass ANALYSES tration (1) Concentration (2) Mass ANALYSES

a. Biochemical Oxygen < 2 < 1561.9 1 mg/A lb/Day < 2 < 1415.312 1 Demand (BOD)

b. Chemical Oxygen < 20 < 15618.5 1 mgf1 lb/Day < 20 < 14153.12 1 Demand (COD) __

c. Total Organic 6.4 4997.9 1 mg/l lb/Day 3.5 2476.796 carbon (TOC)

d. Total Suspended 9 7028.3 1 ragf lb/Day < 4 < 2830.624 1 Solids (TSS)

a. Ammonia (as N) 1.4 1093,3 1 mg/I lb/Day 0.04 28.30624 1 SFlow VALUE VALUE VALUE MOD X VALUE 93.58 93.8 62.8 365 84.8

g. Temperature VALUE VALUE VALUE VALUE (Vwlnter) 24.7 30.5 18 181 DEGREES CELSIUS 25.9 181

h. Temperature VALUE VALUE VALUE VALUE (summer) 35.1 35.1 29.5 184 DEGREES CELSIUS 33.2 184 i.pH MINIMUM 7MAXIMUM MINIMUM MAXIMUM 7___________8_____________ 52 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. Ifyou 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.MARKW 1 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 (iW available) a.pre- b.ab- (Ifavailable) (idavailable) d. NO. OF a. Concert. b. Mass b. NO. OF sent sent (1) Concentration (2) Mass (1) Concentration (2) Mass (1) Concentration (2) Mass ANALYSES tration (1) Concentration (2) Mass ANALYSES

a. Bromide X < 1 < 780.9 1 mg/1 lb/Day < 1 < 707.656 1 (24959-67-9) 1 b.Chlorine, X 0 0 0 0 0 0 50 rmg/l lb/Day Total Residual c.Color X 45 1 Std. Units X 20

d. Fecal X Colonies X Coliform /100 ml

a. Fiouride X 0.29 226.5 1 mg/1 lb/Day 0.13 91.99528 1 (1*984-48-.) 1 f.Nitrate- X 0.55 429.5 1 mg/I lb/Day 0.23 162.76088 1 Nitrite (as N)

- --- -i

- *Q~*I-*

or kMeV,*o V-1 P'AGEi:: CONTINUE ON PAGE V-2

K EPA 1.0. NUMBER (copy from Item 1 of Form 1) OUTFALL NUMBER Form Approved OMB No. 2040-0086 ITI:KA 'd1t tYt.JTINtl lIr FOCIM FEWINJT OOO42' 03 *T7 001 Approval expires 7-31-88

1. POLLUTANT 2.MARKW 3. EFFLUENT 13. 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 (ifavailable) a(pr- b.ab- (ifavailable) (if evaileble) d. NO. OF a. Concen- b.Mass b. NO. OF sent sent (1) Concentration (2) Mass (1) Concentration (2) Mass (1) Concentration (2) Mass ANALYSES tration (1) Concentration (2) Mass ANALYSES

g. Nitrogen, Total Organic X 1.4 1093.3 1 mg/A lb/Day 0.16 113.22496 1 (as N)

h. Oil and Grease X < 1 < 780.9 1 mgfl tb/Day < 1 < 707.656 1

i. Phosphorous (as P), Total X 0.042 32.8 1 mg/I lb/Day 0.02 14.15312 1 (7723-14-0)__ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _

1.Radioactivity (1)Alpha.

Tote X 2.4 /- 0.8 x I pCI/I 1.3 +/- 1.1 1 12)Beta, stat X 9.5 4W-1.0 X I pCI/f 3.5 4/- 1.3 1 m3)Radium sotal X < 0.9 4/* 0.6 < x 1 pCI/ < 0.9 4/- 0.6 (4) Radium 226, Total X < 0.3+/-0.2 < X 1p0C/I < 0.3 W/- 0.2 1

. ufa-te (as S04) X 41 32017.9 1 mg/I lb/Day 20 14153.12 1 (14808-79-8)

KSuffide (asS) X < 0.06 < 39.0 1 mg/I lb/Day < 0.05 < 35.3828 1 (as 903) X < 2 < 1581.9 1 mg/I lb/Day < 2 < 1415.312 1 (14265-45-3)

n. Surractants X < 0.1 < 78.1 1 mg/I lb/Day < 0.1 < 70.76586 1

o. Aluminuum, Total X 0.3 234.3 1 mag/ lb/Day 0.14 99.07184 1 (7429.90-5)

,- Barium, Total X 0.04 31.2 1 mg/I lb/Day 0.02 14.15312 1 (7440349.3) _____ _____ _ ____

q.Boron, Total X 0.17 132.8 1 mg/I lb/Day < 0.1 < 70.7656 1 (7440-42-8)

Total X < 0.06 46.9 1 mg/I lb/Day < 0.08 < 42.45936 1 (7440-48-4)

.Iron, otal (7439-89-6) X 0.39 304.6 1 mg/I (b/Day 0.2 141.5312 1 t.Magnesium, Total X 4 3123.7 1 mg/I lb/Day 1.9 1344.5464 1 (74a9.95-4) u Moybenum.

sotat X < 0.04 < 31.2 1 mg/I lb/Day <.04 19646.133 1 (7430.08.7)

v. Manganese,'

Total X 0.03 23.4 1 mg/I lb/Day 0.01 7.07856 1 (7439-9&-5)

.Tin, Total (7440-31-5) x < 0.05 < 39.0 1 mg/I lb/Day < 0.05 < 35.3828 1 x7-tanium, otal X 0.01 7.8 1 mg/I lb/Day < 0.01 < 7.07656 1 (7440-32-8) ________ ________ ________ __________________

EPA Form 3510-2C (Rev. 2-85) PAGE V-2 CONTINUE ON PAGE V-3

(

EPA I.D. NUMBER (copy from hem 1 of Form 1) OUTFALL NUMBER Form Approved OMB No. 2040-0088 CONTINUED FROM PAGE 3 OF FORM 2-C SC0004278 001 Approval exnpre 7-3148

'IART 0- Ifyou 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/IMS 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 belleve Is absent. Ifyou mark column 2a for any pollutant, you must provide the results of at least one analysis for that pollutant. Ifyou mark column 2b for any pollutant, you must provide the results of at least one analysis for that pollutant Ifyou know or have reason to believe it will be discharged In concentrations of 10 ppb or greater. If you mark column 2b for acroleln, acrylonIrifle, 2, 4 dlnitrophenol, or 2-methyl-4, 6 dlnitrophenol, you must provide the results of at least one analysis for each of these pollutants which you know or have reason to belleve 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 AND CAS NO.

2. MARK "X*

j.re- 1b.prs- c.ab- I

a. MAXIMUM DAILY VALUE

........ 3. EFFLUENT '_'_4. UNITS 6. INTAKE (optional)

b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE (If availeble) quift sent sent (Ifavailable) (I aveble) (I eveliable) d. NO. OF a. Concen- b. Mass d. NO. OF e1.d ....... (1) Concentration (2) Mass (1) Concentration (2) Mass (1) Concentration (2) Mass ANALYSES tration (1) Concentration (2) Mee, ANALYSES METALS, CYANIDE, AND TOTAL PHENOLS I M.Antimony. - - < T < 2T u bDay < <

Totel (7440-360) 2M. Armenic, Total T - <V < u lb/Day = 2 < 1.42 1 (7440-38"2 3M. Beryllium, - < 5 . T u IbDay < 5 < 3.4 Totaladm um, < 0.5 < .9 ug/ lb/Day < < 0.5 Total (7440-43-9) 5M.Chromium, - - < < .78 1 ug lr y 1.1 ' ' 1 ....

-M.Co -1 g/I Ib/.ay < 0.005 < 3.54 (744o~*

7M. Lead, Total < 2 1.56 1 ug lb/Day < 2 <-7 -7 - 1 (743OL-a2 8M. Mercury, Total -7 - -< <~~-- 00 < 0.1 gl i I*uy wuy

' 01 < 00 7

1 439-97-)

9M. Nickel, Total X< 2 < 15 1 .. u/ - b/.ayay < 2 < :41

< 1.42 (7440-2-o) 1OM.Seenium, << 156 a/Day=F < 2 < 1.42 Total (7782-49-2) 11M.Sil/er, Total < .39 1 u-/A lb/Day < 0.5 Z 1 (7440-22-4)_

12M.Thallium, - - .< 1.6 - -mg - b/Day < 0.002 < 1.42 Total (7440-28-0) 13M.Zinc,Total - 0.005 - -1S7.-- rng/I - b/'ay ---- 700 =

(7 440 -0 ") .. .... . ... _ _ _ _ _ _ _ _ _ _ _ _ __0_ I _1 .42 14M.Cyanide. - - 0.000 51 mg/ lb/Day total (7.-1 2-5) i5M. Phenols, - 0.007 b 1 mg/1 lb/E ay 0.2 14.15 1 Total 2,3,7,8 Tatra b SULS

--hlorodbenzo P D.loxh(178-18 EPA Form 3610-2C (Rev. 2.95) PAGE V-3 CONTINUE ON PAGE V-4

I, (

EPA I.D. NUMBER (copy from Item I of Form 1) OUTFALL NUMBER Form Approved OMB No. 2040-0088 hJTlM IFfl FRCM PA(F V. SC0004278 001 Approval expires 7-31-88

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

AND CAS NO. 7.are- 1b.pre- c.ab- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE (itavallabfe) qutr. sent sent (Ifavailable) (Ifavailable) (Ifavailable) d. NO. OF a. Concen- b. Mass d. NO. OF 1d(1)Concentration (2)Mass (1)Concentration (2)Mass (1)Concentration (2)Mass ANALYSES tration (1)Concentration (2)Mass ANALYSES QC/MS FRACTION - VOLATILE COMPOUNDS _

1V.AcrolIin X < 50 < 39.05 7Di. < 50 (107.12.1) 2V.Acrylonittle X< 50 < 39. . U ib/Lay ------ 35.38 1

7. B en ,5 ' < 3.90 'ug/ lbD/ay < b5 < 35 (71-43-.2 4V.Bis (Chloro

• thyA Ether X ugA Ib/Day 5V.Bromoform x. .. < b < 3.0ug/l Ib/LUay 7 35 (75-25"-2) . . .

6V.Carbon Tetrachloride X < 5 < 3.90 1 ug/ Ib/Day < S < 3.54 1 (58.23-5) 7V.Chorobenzene < 5 < 3.90 1 ug/ IDay 35 (108-90-7)

V. Chlorodi bromomethans X < S < 3.90 1 ug9 Ib/Day < < 3.54 1 (124-48.1) gV.Chloroethane A < 5 '< 3.90 1 *ug/ lib/Day * < 5 < 3.54 1' (7S-00-3) iOV.2-Chloro thytvny SEther X < S < 3.90 1 ug/ Ib/Day < 5 < 3.64 1

(*11o-75.) ____ ..... ______

IIV. Chloroform - < 5 < 3.g0 1 ug/ w1uay < 3.54 1 (67-86-3 12V.Dichloro romnthane X < 5 < 3.90 1 ug/ Ib/Day < 5 < 3.54 (75-27-4) 13V.Dichloro difuor*,thane X < S < 3.90 1 ug/ Ib/Day < 5 < 3.64 1 (7&.51- ) . ... ... .. ..

14V.1,1.Oichloro- < 5 . < .90 1 ug/i Ib/Uay < 3.54 1 eane (75.344A i5V. 1,2-Oichloro- < 5 < .90 1 ug/] Ib/Day < 5 ethane 1107-00-2)

V1,1-chloro- X < 5 .< ' 3.90 < 3.54 1

• no (78-35.4) 17V.1,2-Dichloro A < 5 < 3.0 1 u I/LUay < 5 < 3.54 1 lSV, 1,3-Oichoro- - - . .< 3.90 1 Ug/ i/U'y r1woens (542.7&6) .......

IQV.Ethybenzene X - 5 < . T / I<by <.b/5y < 3.54 1 (100-41-4)

OV.Methyl - < 5 < 3.90 1ugF/ iM/uay < 5 < 3.54 1 rormld.(744-0) 1 - I -- f-- 77 ____M___

V.Mthyl A< 5 iay 3.54 1 hlm.lde (74-87-3) .

EPA Fom*)oi 3,51 U-kn"v. ý8V,5(0) I.*iJIl I IlliJll %Jl'llFpl*ll ¥'*

/

/'

FormApproved EPA ID. NUMBER (ccpylromltsmiofFortTrl) 1 UUI1-LLr4UMcc,-l OMB No. 2040-M06 r7 171.

-N-UMBER(copy from Item i of Form 1) 1OUTFALL NUMBER CONTINUED FROM PAGE V-4 S00004278 001 _________

UNITS 5. INTAKE (optional)

1. POLLUTANT 2. MARK "X I' . EFFLUENT 3__________ ___________4.

AND CAS NO. a~re-1b~pe le ab- a. MAXIMUM DAILY VALUE b.MAXIMUM S0 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE d.N.O (wf Available) quir- seft ant

• 'a (I aIbe available) 11)( (In available) d.NO.OF a. Concenr- b. Mass d.-

ANOLYOE ad()Concantration 1(2)Masa (1) Conoentration (2)Mass Ti) -Concentrati ~ (2)mass ANALYSES tmtlofl (1)Concentratio (2)M-0 NAYE GC/MvS FRACTION - VOLATILE COMPOUNDS (contin ed)~ _________

- bDa <T 2V.Methylan* -r 3.-

tNorM(75.0W2) - I- - I 'C 1 ugA lb/Day < 5 < 3.541 rootlrano X S <c 3.90 yiene(127-18-4) y.Toluene x~T -

~l/a ~

26V.1,2-Trans 3.54 1 1ugh lb/Day < 6 Dichlorootbtlno X < S 3.90 5 < 3.90 1 ugA IbNDay535 chlorootharte X <

trloroethatte X < 5 < 3.901uglbDy5341

< 3.64 (79040-5) 9 UT lb/UayDV T5 -

9y Trichloro- - -.

"thlno(79-01-8) _ _ _ _ __ _ _ _ __

0.Thotanttn . 39 g lb/Day < 5 3.54 1 (751-894) -_ __ __ __ _ _ _ _ _ _ _ _ 1__ ___ __

ay T 31V.Vinyl - -e b < 3.90 X <7 10 U7U A lb/~ay < 10 ~7.08 1A.2-Chlorophonol Tlb/ay ug <~ 10r 2,-4:1-Och~oo- *T X - 7 10

< 7811u= bLay < 10 7.08 1 2.- <10 banal (105-67-9)1 / bDa < 10i~ < 7.08 1 A.4,e-Ctinktm ~x - -u ~7.81T

<T feata (534-2-1)

-7 = < 7.81 F l/~y

~--~10 A.2,4-Olnftro- -

<__7.08____1 besot (51-28-5)

- < 1- 7.81~

OS ~

A.2-Nftrcphanol Ny FAZ 4Nrcphonol - - TT (1004(2.5-7)

ýA.Pentachloro- T -0 < < 7.81T ~ woy 7 ~ 7 l/)S 7 I A. Phenol -0 < 77.81

<T I 1A.2,4,8-Tri, 7.081 7.81 1ugA tb/Day I 10 tch~po.nol X < 10 <

PAGE V-6 CONTINUEONP EV-e EPA Form 3510-2C (Rev. 2-85)

(

EPAI.D.NUMBER (copy from Item1ofFormi1) j1011i -ALLNUMtlth Form Approved OMB No. 2040.008 WN I INUtrIJ I-RUM PA( V-h I ~ SUL10042/8 I 001 Approval expires, 7.31-88 1.OLTN .MARK *W ____________ 3. EFFLUENT ____________4. UNITS 6. INTAKE (optional)

AND CAS NO. Mae- Ib-pa loab- a. MAXIMUM DAILY VALUE b.MAXIMUM 30 DAY VALUE c.LONG TERM AVG. VALUE a.LONG TERM AVG. VALUE (Wavallablo) ~ q*- r.sat 1:nt I(I avatlable) (I avaftbls) If -SPabba) d.NO. oF a. COmcen- b. Mass d.NO. OF od j 1_ (1)Comientraton (2)Mass (1)Concentratlort (2)Mass (1)Concentration (2)Met* ANALYSES tiration (1)Concentration (2)Mass ANALYSES GCIMS FRACTION - BASE NEUTRAL COMPOUNDS IlB. Aconraphthena A < 10 ~7.81 T wa ~7 ~

BAceanphtylen. - < 10 77bir Ug Uay ~ ~ ~

B.Anthracon. 7.81 < 7I Ug IwUay ~1* 7.08 -1 (1012.7 Bnlhmoins < 10 < 7.81 1 --- u7- lb/Day ---- T10 --- 7.08=

(52.67-5) 5B.S-enozo-(a untrace~ne X < 10 < 7.81 1 ugh lb/Day <c 10 < 7.08 1 ratae X< 10 7.8 1 ughi lb/D~ay '-<- 107r- 7.08 1 6OB.Bianz (a)hlre Meurathone X < 10 <c 7.81 1 ugh lb/Day F~ 10 < 7.08 1 88B.Bigz(2-hioro1.

Et k) c 78 < 10 g bDy . 0 . 70 Elorrthert X < 10 < 7.81 1 u94 lb/Day <c 10 < 7.08 1 108. Sis(2-thylt.

exytA Eheralt X < 10 < 7.81 1 ugh lb/Day < 10 7.08 1 (11741.) I_____<__

4.Blromso.

=148.

wMEfyorn) X < 10 < 7.81 1 ugh lb/Day < 10 7.08 1 iBB.Bi2.Cthir-r Ism hehalato X < 10 < 7.81 1 ugh lb/Day <c 10 < 7.08 1, (917-5817)1 11 4B.,4-Chlrom.

.nhPery Pl X < 10 < 7.81 1 ugh lb/Day c 10 .c 7.08 1 gther(70OI-5".)<

1~~an 5B Be~ -u~ < 10 77W

<wa I1~ U7gF 107 8 T 16B. Dbenzor(sb napthraen* X -c 10 < 7.81 1 ugh lb/Day <c 10 <c 7.08 1 (ther 700S.23) ________

8B.12OChlrysen -0 - < TgA ) -- TT bay= < 10

• 7.08 (M7 )E o - I 7~ = Ufl* Ib7L~ay < 7 .08 T 0n 7-iec(541.731 A________ 10 __<__7__81

- n -- -I f orm  % ev. -1

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Forts A~pprved rP7I'N1J1 81R (copy from Item 1 of Form 1) rOUTFALL NUMULK 0MS No. 2040-00O Adomoval expires 7431

-W UUN I INUIEU l-HCM 1'AUt- V-6 ~vn~

3. EFFLUENT UNITS S. INTAKE (optional)

1. POLLUTANT 2. MARK X ____________4.

lass- 1~b a.MAXIMUM DAILY VALUE b.MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE ANDOCAS NO. lbpr-Id. NO.OF quir- saen~tsenlt I(I avamlble) I(Il available) (V aalhble) d.NO.OF a. Concen- b. Mass (Nf available) (2)Mass ANALYSES od10) Conentratiot (2) ass 1)concentration (2) Mass (1) Concentration (2) mass ANALYSES tratlon (1) Conconlratico GC/MS FRACTION -BASE/NEUTRAL COMPOUNDS (contned) .......... ...... 7~

7 T. Z57F F /ay c 228.1,4-Dichloro-sian.(1064-487) ________ ________

38.3,3-Dichloro _________

~ 7.81 1ugA lb/Day < 10 -C 7.08 1 iwldkt X < 10 . _________

(91.4-1 3

48.Diethyl 4S -

7.81 1ugh) lb/Day < 10 < 7.08 1 f~sate, X. 10 <

ole- (2)21 98.DirN-Othyl 10 7.81 1 ugA lb/Day < 10 < 7.08 1 Phthalate X < <

(117.0.0 7.81 1 Ugh) lb/Day < 10 < 7.08 1 Phthalate~ao X 10 <

(8-42 T- -UgA b/Uay < 10 .0 F 28B.Flu8nsei 10 <~7.T1 1~* *1 lb/Day < ~7.08 X < 10 < 7.81 1 ugh) lb/Day < 10 < 7.08 1 Phhla~btade 308.Hensohloro-6 10 < 7.81 1 ugh) lb/Day -C 10 < 7.08 1 clpeydrazfe (tAo X <

78.enzeneo(228

. 10 < 7.81 1ug/) lb/Day- < 10 <6 7.08 1-T 3182,. d)PyranthX 3B. sopchlorone x0- - -TfAlb/Day- < ir 10F 1 u lb/Day < 0 < 70 98.Nspthalene 7X

• 10~ 7.8 u/I b/ay C 0 < 7.8 (91.20.3) en to 781 _________

UgT lb7 <l 10 < 7.0 1 36B. Nfmexazene - -. 10 T8 37B.IN.Nro.

10 7.81 1 ugh) lb/Day < 10 -C 71.08 1 (12-AmPye- X 6 <

x < 10 < 7.81 1 ugh) lb/DUay < 10 < 7.081

40. Wrobeamen.

(62175.9) 7A81 V-i l/a < 1 70 E-PAorylmf3802 (Rev 2.<

EPA Form 3510-20 (Rev. 2.85) PAGE V-7 CONnNUEONP EV-8

/

(

EPA1.0.NUMBER (copyfromiteml1 of Form 1) OUTFALL NUMBER Form A4pproved OMB No. 2040-008 rrNITtM IFI FOAM DIF J.7 Approval "m~e 743148W

1. POLLUTANT 2. MARK "X" 3. EFFLUENT ____________ ____ 4. UNITS 5. INTAKE (optional)

AND CAS NO. b~pre- a~ai a. MAXIMUM DALILY VALUE j b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE (Ifavailsbl6) Iquir.Iaset sent (Ifava~sb I ) (2 :If walatbI) (I avallable) d.NO. OF a. Conoen- b. Mass d.NO.OF JJd (1)Concentration 2 Mass (1)Concentration (2)Mass (1)Coneanlratlori (2)Mass ANALYSES tratlof (1)Concentration (2)Mass ANALYSES GO/MS FRACTION - BASE/NEUTRAL COMPOUNDS icontinued) _____ __________

438.N-Nltro soihnylamr"Ie X < 10 7.81 1 ugfl lb/Day < 10 <c 7.081 44B. Phenanthren. 10 Ugr 1 Iouy '

45B.Pyrene - 7 -7 -- - -7~ Tg *1 wuay < 10 < 7.08 *1 (129-00.0) _ _ _ _

4S., 1,2,4-fri.

chtorobenzene X . 10 < 7.81 1 uAlb/Day < 10 .c 7.081 t-r- I U E LIt-UM (309-00-2) _______

2P.alpha-BHC xF lg/I 7DUv (3144)________

P. ".tS-HC uwT 170ay

'31944 (50.20-3) 5P -et-H g lb/usy SP.4,4-ordD - -g laT 1r-

MP.DTa~ - - -x-Ig lb/L7a (87152.) ______

12P. beaEndosu ffan U/ bL 13P. Endriffn-14P. Endrin / lDa (7421.93-4) ________

16P.Heptachlor 7 ay-

___ ___ __ __ __ __ __[_______

(78-44-8)

EPA Form 3510-2C (Rev. 2.85) PAGE V-8 CONTI EONPAGEV-9

Form Approved EPA I.D. NUMBER (copy from Item 1 of Form 1) OUTFALL NUMBER OMB No. 2040-06 Anoroval asolrat 7-,1488

• fA4 CONTINUED FROM PAGE V-8 SC0uuu4z/0 u i ___........._II

3. EFFLUENT 4. UNITS 5. INTAKE (optional)

1. POLLUTANT 2. MARK "X"

b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE AND CAS NO. a.w [b.pre- ca'b- a. MAXIMUM DAILY VALUE (I avalable) d. NO. OF a. Concen- b. Mass d. NO. OF (if availble) quir- sent sent (walable) (I awailable)

(2) Mesa ANALYSES tratlon (1) ConrentratMon (2) Me" ANALYSES ed (1) C'.ena,,ateo-m (2) Mass (1)Concentration (2) Mass (1) Concentration GC/MS FRACTION - PESTICIDES (continued) 17P. Heptachior oEld. X glbIy .... /Day (e°*"sm" '"ug/I (1024-__3 ug/

118P.PCB..1242

'" ug__' Ib/__y (53469-21.9) m 19.PCs-12-54 Xg 11097-9.1) 20P. PCB.1221

__I Ug/_ I Jay (11104.28-2)

I1P.PCB-1 232 Ug 5Xa (11141-18-5) gII/ a ...

l/a 2P. PCB-1248 Xg1 (12872-29-M) -I XI l570ay V. PC 1260 ug/________ ___/___ay_

(110904-2-3) 67a Z4P.PCB-1016 Xg (12674-11-2) 5P. Toxsphene Xlway (8001-35-2) - m -

EPAForm 3510.2C (Rev. 2-M5 PAGE V-9 i

C //

PLEASE PRINT OR TYPE INTHE UNSHADED AREAS ONLY. You may report some or all of EPA I.D. NUMBER (copy from Item 1 of Form 1) Form Approved OMB No. 2040.0086 this Information on separate sheets (use the same format) Instead of completing these pages.

SFFI INSTRUCTIONS SC0004278 Approval expires 7-31.88 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 Ilavtal)________ (INavailablo) d.NO.OF a.Conoes. b. Mass b.NO.OF (1)Concentration (2) Mans (1)Concentration (2) Mass (1)Concentration (2) Mass ANALYSES tration (1)Concentration (2) Mass ANALYSES Biochemical Oxygen 6.2 109.7 3.9 47.8 13 mgi Ib/Day emeand (SOD)

. Chemical Oxygen < 20 C 353.8 1 mgh Ib/Day Oemnad (0OD)

.TotaOrganic 5.1 90.2 1 mgil lb/Day

'arbon (TOc) d.Total Suspended 17.4 307.8 6.4 78.5 24 mgA lb/Day solids(TSS)_______________

• .Ammonia (as N) 0.12 2.1 1 mgA lb/Day I Flow VALUE VALUE VALUE MGD X VALUE 2.12 1.47 94 ____ ____ _____________

.Ten-Pratse VALUE VALUE VALUE VALUE (winter) 22.6 13.8 16 DEGREES CELSIUS h.Tonprs~tur. VALUESEE VALUE VALUE VALUE -NTRCT-N (Oumn"n) 30.1 24.6 25 DEGREES CELSIUS pHMAXIMUM MINIMUM MAXIMUM

i. H INMU6118.1 137 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. Ifyou 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 inyour discharge. Complete one table for each outfall. See the instructions for additional details an~d r~uirements.

1. POLLUTANT 2.MARKr 2.,EFFLUENT 3. UNITS 4. INTAKE (optional)

AND GAS NO. a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE (ifavallable) apro- b.ab- (if valilable) (Ifavailable) d. NO. OF a.Conoen- b. Mass b.NO. OF sent sent (1)Concentration (2) Mass (1)Concentration (2) Mass (1)Concentration (2) Mass ANALYSES tration (1)Concentration 12)Mass ANALYSES a Bromide X < 1 < 17.7 1 mg/I lb/Day (24958-67-9) ________ ________

b.Chlone, X 0 0 0 0 8 mgAl lb/Day Total Residual I a.Color X 30 X I Std. Units X d.Focal X Colonies X slifoAm _ 100 ml a.Flouride X 0.62 11.0 1 mg/I lb/Day (16984-484) 1 - I I I I.Nitrate- X 1 17.7 1 mg/I lb/Day Nitrite(as N)

EPAoam351

-2(1Me. 2-51 AU~V-i UN lNsnUNPAUsve EPA Form* 3510-2C (Rev. 2-85) PAGE-V-1 CONTIhNUE" ON P'AGE V-2

(L (

Form Approved EPA I.D. NUMBER (copy from Item I of Form 1) OUTFALL NUMBER OMB No. 2040-0086 RCOOO42TR 002 Approval exires 7-31-88

1. POLLUTANT 2.MARKX 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 (Iavailable) a.pr- b.ab. (Ifavailable) (ifavailable) d. NO. OF a.Concen. b. Mass b. NO. OF sent sent (1) Concentration (2) Mass (1) Concentration (2) Mass (1)Concentration ()as$ ANALYSES tration (1) Concentration (2) Mass ANALYSES TotaOrganic X 1.8 28.3 1 mgi1 lb/Day (as N) .......

h. Oiland Grease X 2.7 47.8 2.7 47.8 1 12.3 24 mgA lb/Day Phosphorous as P), Total x 0.02 0.4 1 mg/ lb/Day (sPTotal41))pa X otal X , < 1.1 -/-0.7

, 1 pCI/I (2) Beta, Total X 4.0 4/- 0.9 1 pCI/I T3)Radium.

Total X 0.9 4ý- 0.8 1 pCI/I (4) Radium M, Total X < 0.3 +/-0.2 1 p0i/I (as S04) X 83 1468.4 1 man lb/Day (14808-7"-)

1.Sublfe (as B) X < 0.05 < 0.9 1 mg/I lb/Day n.Suillhe (as S03) X < 2 < 35.4 1 mg/A lb/Day (14265-45.3)

n. Surfactants X < 0.1 < 1.8 1 mgIA lb/Day

>.Auminurm Total X 0.17 3.0 1 mg/I lb/Day (7429-90o) p.Barlrm, otal X 0.03 0.5 1 mg/I lb/Day (7440-o9-3)

q. Boro, otal X 0.12 2.1 1 rag/ lb/Day (7440-42-8) r Cobalt,,

otal X 0.06 < 1.1 1 mg/I lb/Day (7440-48-4)

• .iron. Total (7439-89-) X 0.15 2.7 1 mg/I lb/Day tMagneaium, ToW X 3.8 67.2 1 mg/I lb/Day (7439-95-4) a.Motybdenum,.

otal X < 0.04 0.7 1 mg/I lb/Day (743-95.7)

v. Manganoee, Total X 0.01 0.2 1 mg/I lb/Day (7439-9".)

w.Tin, Total (7440-31-4) X < 0.05 0.9 1 mg/I (b/Day

. tanium.

Total X < 0.01 < 0.2 1 mag/ lb/Day (7440-32-4) , , , ,

EPA Form 3510-2C (Rev. 2-85) PAGE V-2 COINTIINUSONi PAGEIkV-3

( (

EPA I.D. NUMBER (copy from Item I of Form 1) OUTFALL NUMBER Form Approved OMB No. 2040-0088 OF FORM '-O 0O2 CfINTrNtJFfl FROM PA(F SC0004278 Approval expires 7-31-88 CONTINUED FROM PAGE 3 OF FORM 2-C F

002.

PART C - Ifyou 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. Ifyou are not required to mark column 2-a (secondary Industries, nonprocess wastewater outfalls, and nonrequired GO/MS fractions), mark WXin column 2-b for each pollutant you know or have reason to believe Is present. Mark 'X' In column 2-c for each pollutant you believe is absent, Ifyou mark column 2a for any pollutant, you must provide the results of at least one analysis for that pollutant. Ifyou mark column 2b for any pollutant, you must provide the results of at least one analysis for that pollutant Ifyou know or have reason to believe Itwill 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 dlnitrophenol, 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' 1 3. EFFLUENT 4. UNITS 5. INTAKE (optional)

AND CAS NO. are- b.pre- cab- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE (f available) Ituir- sent sent (Ifavailable) (Ifavailable) (I available) d. NO. OF a. Concen- b. Mass d. NO. OF 1 (1) Concentration (2) Mass (1)Concentration (2) Mass (1) Concentration (2) Mass ANALYSES tration (1) Concentration (2) Mess ANALYSES METALS, CYANIDE, AND TOTAL PHENOLS 1M.Antimony, A < 5ug/I I =/Uay Total (7440-38-0) 2M.Arsenic, Total A -7< < 0.04 Ib/L~a =a yI (7440-38-2) 3M. Berylium_, < < 0 ug/iy Total (744041-7) 4M. Cadmium, - < 0. < 01 u/ D.ay Total (7440-43-9) 5M.Chromium, X < 1 < .0 1 u -g/ 1DI/y Total (7440-47-3)

SM. Copper, Total 0050.11 --- -- m-gT- I-/a-y (7440-50-8) 7M.Lead, Total 2. 1 ug/A lb/Day (7439-92-1) 8M.Mercury, Total < 000 1 - u -IDay (7439-97-6) 9M. Nickel, Total X < 2 7< ---T7-EDry (7440-02-0) 1OM. Selenium, - < 2 < 0,04 T1 ug Ib/Day Total (7782-49-2) 11M.Silver, Total A < .5 < 01 ugi ib/Day (7440-22-4) 12M.Thallum, A < 0.002 <' 0.0 mg! by Total (7440-28-0) ......

13M.Zinc, Total A 0-04 071 m/ y (7440-.6-8) 14M.Cyanide, - - 00 0 1

• g/r 1E/Da Total (57-12-5) 1SM.Phenols, - 01 0.2 1 mg/ Ib7Day Total UIUXIN 2,3,7,8 Tetra I X SCRIBE1: UIS chlorodibenzo P.. X Oioxin (1764-01-6) ,

EPA Form 3510-2C (Rev. 2-85) PAGE V-,3 CONTINUE ON PAGE V-4

(1 (

EPA l.D. NUMBER (copy fromiItem 1 of Form 1) IOUTFALL NUM5ER Form Approved OMB No. 2040-0088

,.r.arrlnl, Itfl Cflfl&I flAfltt 0 Approval expires 7-31-88 tIV I 'Iur-Li rn'.'YIrr1 V-Q - -'. II 1POLLUTANT 2.MARK X' 3. EFFLUENT ______________4. UNITS 6. INTAKE (optional)

AND CAS NO. Iar. ~r~ca. a.MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE Cif avabbltb) ~ qi.sn et(If available) (ifavailable) (ifavailable) d. NO. OF a. Concen- b.Mass d.NO. OF (1) Concentration (2) Mass (1)Concentration (2) Mass (1) ConcentratIon (2) Mass ANALYSES trallon ______(1) Concentration (2) Mass ANALYSES GO/MS FRACTION - VOLATILE COMPOUNDS_____

(107-02-8) 2V.Acrylocfnitrl# -g 7l-m - 1l /Da Ben~e- -- -- 7- -- Ib7Da (71-43-2) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _

0. Bis(Chi~e.

m"Ether x uW, lb/Day (5424-1I) r-7 79-1 UA b/a (75-2&.2) _____ _____ _____ _____ _____ _____ _____

eToacblorid. X < 5 <~ 0.09 1 ugfl lb/Day (5&-23.5) _ _ _ _ _ _ _ _ _

V. Chlorodi (108.90b.7) ugfl lb/Day romome~thnoc X <~ 5 < 0.09 1 V. hkoromthan* A 5 < 0.0 1 *Ur- b ay I OV.2-Chioro othylvinyEther X <~ 5 < 0.09 1 ugA lb/Day I I V. chtloroform - < < ~I7i (67-66-3) 2ZV. Dichloro romormethane X <c 6 < 0.09 1 ugh lb/Day (5.27-4)

Way Drchloro Ifluormo~tharr. X < 6 <~ 0.09 1 ugh lb/Day (75-514) 14V.i.1-Dichlboro-- <r 5 < 0.0 T b1/Da ethane (75-34-3) _______

15V. i.2-Dihldoro- X < 5 <1 0.0 1 g l/a othan. (1070-M2) 16V. 1,l.Oichioro- T - - 7 7 T 1 ¶7D ethylene (75-35-4) 17V. 1,24Oiehdoro- Tg - - 7 T 7/ Ta Dy propene (78-87-5) 18V.1,3-Dicliloro- 71 - T 7& §T 0.0 1 Fa 1E ropylen (542-7"-)

I'V. Ethybenzon. *7 5 Z-.0 T-M 1T Ug 17a tov. Methyl --- --- T *tF T - -E-y~

BromIde (74-83-9)11 1V.Methyl - < <T 0.0 1T ug1 I/

Ihlordde (74-87-3) 6______ _______

=0 .bC .. -a orm

~t.. ev.

LAG POAI V-4~t CNINU ON PAGE V-5

( j

(

0 UMBER (copyfrom ItemI ofForm1)

EP IOUTFAL NUMBER Form Approved 0MB No. 2040-0086 7 CO0l042978 7002 Approval exrpires 7-31-88 IPOLLUITANT 2. MARKX ___________ 3. EFFLUENT 4. UNITS S. INTAKE (optional)

AND CAS NO. ar-br-fa. a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE (ifavattote Iql.Ian e (ifavatlable) (ifavailable) (I available) d.NO.OF a. Concert- b. Mass d.NO.OF l(1)Concentration (2 ea (1)Concentration (2(Mos t) Concentration (2)Mea AAYES (ainIoncentraion (2)Mass ANALYSES GCIMvS FRACTION - VOLATILE COMP'OUNDS (contin ed) _____

2V.MethyMen - - 5 < 0.9 1 -ug lbD Itlorlde (75-M92) _ _ _ _

WV. 1.1.22-Tatr*

tttoroftlieno X < 5 < 0.09 1 u9A lb/Day tltylen. (127.18-4)

(1098-8") ________

6V.1,2-Trans Di htomeflylen* X < 5 <c 0.09 1 ugh lb/Day (15840.5) ________ ________________

hlmtoaroelt X < 5 0.09 1 ugh lb/Day (71.55m) _ ___

8. .11,2-Trim hloroethani X < 5 < 0.09 1 ugA lb/Day (79.00.5) T1 U§ 1570ay gyTciloro- -. <r < 0 0 . Tochtoro.

uoromethne X <c < 0.09 1 ugA lb/Day (7"49.4) hlotdda (7"-1-4)1 L./M-HAL; I IUN - DUL ______ ______

1A.0.Chlorophonol -1 -g/ 10 F ¶7D lb (95-574) henoI (12432 hanolI(1057.9)

A.4,6.Dinftro 10T < TF0. 8T -- 7= lb/Uay Cresol(534-52-1) 5A.2,4-Dinitro- -0 < 0.18 Tg 1~i 1 1/7D phenol (51.28.5) 6A.2-Nitrotiefol -g/ 7¶b7/ 1X0 ~ a7 7A.4.N0777hnol - <7 -Tr -<--= 18 -- Ug lb7Da (100-02-7)

A.P-Chtoro-M- -0 -. < 1 Tg -tbr m7 A.Psntactrtcro- -g I lb7-*/F aIyD

ýhonol(5746.5) tOA.Phenol - < T ~T 157/gai

'108.95-2) _______ ______________

IlA.24,8-Tri.

looienlX~10 < 0.18 1ugh lb/Day EPA Form3510-20 (Rlev. 2-85) PAGEV-5 CONTINUE ON PAGEV-6,

( (

.. NMBER (copy from Item 1of Form i)

EP jOUTFALL NUMBER Form Approved OMB No.2040-0088 I NUt-ti I-HUM t.'At4t- V-h Nu SUUU042 8x1 18 1 OW2 Approval expilres 743148f

1. POLLUTANT 2. MARK X" ____________ 3. EFFLUENT ____ 4. UNITS 6. INTAKE (optional)

AND CAS NO. FT b-a- Tc8b a. MAXIMUM DAILY VALUE b.MAXIMUM 30 DAY VALUE c.LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE (Nf avallabt.) .: ~at IqirT .(I seent available) (Ifavailable) (11 available) d.NO.OF a. Concen- b. Mass d.NO.OF ad (1)Concentration (2)Mass (1) Concentration (2)Mass (1)Contcentration (2)Mass ANALYSES tratlon ______(1) Concentration (2)Mass ANALYSES GO/MS FRACTION - BASE NEUTRAL COMPOUNDS_________________ _____

I B.Maenapththono - < 10 0.18.~

(M332-9) 7- ý m-.....w S.Acmoaphiymen - -b < /1 a (209.9".)

S. Anthracone 1 7 0-1 F 1* uw Tr1E7D (120-12-7)

(9247.5)

(20-99.2)

Py

ý. '9"7 5 .2-c..

8) ooathreno X < 10 < 0.18 1 24 lb/Day

<atrn 10 < 0.18 1 ugfl lb/Day 10.noi (032-Ciio)

ýoranefthon x < 10 < 0.18 1 ugI lb/Day S1 Bi toro.ua 10 018 -

EhrX < 10 < 0.18 1 ugA lb/Day 1088.St(2-Chiomrso 9*A IEther X < 10 < 0.18 1 ugA lb/Day (102-40-1) _ _ _ _

138.Sis (2-Ethylos.

exy t~hertlt X < 10 < 0.18 1 ugA lb/Day 148.4i (-Bromo 0-yl Pheny4 x < 10 < 0.18 1 ugn Ilb/Day Ethe~r (101-5543) _______

I5B. BW Senryl A < 10 < 0.18 Plrthalate (8548-7) _______________

16fB. 2.Chloro naphrthalene X < 10 <c 0.18 1 ugh lb/Day

17. ".hioro.

oenylPhonyt Xc 10 < 0.18 1 ugfl lb/Day Ethr(7005-7243) I I I; FM-ay (21-01-0) x 7- 10 < 0.18Eio nthaceo.o x < 10 < 0.18 1 ugh lb/Day 5370-3) 10__ <_ 0_1__1 _

0S. 1,2-Oichloro- -Q - 1 - 0--

Siua nzene (95-50.1)1

18. 1,3-Dihehoro- -Q - TL 1T *1 b ozone (541-73-1) ________ ________

- rorm ý-V. .. .1

( (

EPA t.Lt, NUMOEtI (copy1mmcam or -orm UU I rALL INUMOOI) Form Approved EPA 1.

U. NUMt$'H (COPYtram Rtem 1 of Form l) OUTFALL NUMBER OMB No. 2040-0086 Approval expires71-68M

1. POLLUTANT 2. MARKX 3. EFFLUENT 4. UNITS 5. INTAKE (optional)

AND CAS NO. are Ib.pre-cab- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE (fvibl)lr-I setiav(if avaiable avaiabe) (i aatabta) d. NO. OF a. Concen- b. Mass d. NO. OF d (1) Concentration (2) Mas (1) Concentration (2) Mass (1) Concentration' MCentraton ANALYSES (2) Mass tratlon (1) 2) ass ANALYSE8 GC/MS FRACTION - BASE/NEUTRAL COMPOUNDS (continued)

X < 10 < 0.18 Ug Ib/Uay 228. 1,4.Oichloto-zon. (106.46.7) U 3B. 3,3-Dichlotrc hie X < 10 < 0.18 1 ugh lb/Day (1-94-1) ________

24S. Diehyll hthlata X < 10 < 0.18 1 ugh lb/Day (8446-2) _____ __ ___

25B. imettryl tithalat. X < 10 < 0.18 1 Ug/ lb/Day 268. Ci-NButyl Phifaata X < 10 < 0.18 1 Ugh lb/Day (84-74-2) 27B. 2,4-Dinitto- < 10 < .Ub/ay oluene (121-14-2) 28B. 2,6-Diniro- x < 10 < 0.18 U91 Ib/Day oluene (0W-20-2) 29B.0i*N-Oct'yl Phtfaete X < 10 < 0.18 1 ugh lb/Day (11744.0) 0*. 1.2-Diphenyl dydmzin* (a Azo- X < 10 < 0.18 1 ug/ Itb/Day

>oenz) (12246-7)

18. Fluoranthone < 10 < 0.18 1 Ug/T 'lD/ay g I / y (20 -4*-O) .. < 10 < 0 81 .1 en s 8Y2F.lu or (86-73-7) 338. -lexachloro- - < 10 < 1 T /

bwen. (118-74-1) 34B. Hexa chlord*adiea X < 10 < 0.18 1 ug% lb/Day (87-684) 7B. Hexachloro "yc:opentadione X < 10 < 0.18 1 ugh lb/Day (77-47-4) 36B. Hexachloro- < < 0.18 --- T- -- 7 - I-D-ay ethane (67-72-1) 37B. Indeno (1,2,3.cd) Pyrene X < 10 < 0.18 1 ugh lb/Day (1034-3") _

8B. Isophorone X < 10 < 0.18 1 UgI Ib/ay (78-59-1) 39B. Naphthalene = < 0.18 --- T-1 Ug/ 10bay (91.20-3) _ 1 -- Ug/I lb/D~ay

= -<---- 0T < 0.

18 408. Nitoenzen, (0a-06-3) 41B. N-N-ro mhe aodlrtdhyt, X < 10 < 0.18 1 ugh lb/Day (62-75-9) 428. N-Nitroaodl N.Propylamine X < 10 < 0.18 1 ugh lb/Day I I 41k PA'*: .

- - -l (621464-7) - -----

EPA Form 3510-2C (Rev. 2-85) CONTINUE ON PAGE V-8

FormApproved EPA I.0. NUMBER (copy from ItemIlof Form1) ~OUTFALL NUMBER OMBNo. 2040-0088 r.cmiriwi iFfl FROM PAOF V.7 I 002 Approval*or**re743148f

1. POLLUTANT 12. MARK 'X 3. EFFLU ENT _________________ 4. UNITS 5. INTAKE (optional) 1 a. LONG TERM AVG. VALUE AND CAS NO. Vj b pr :~.ab- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE (Ifavailable) laq'l.I sont Isnt (Vavailable) (if available) (11available) d. NO. OF a. Concen- b. Mass d. NO.OF Jd 1 (1)corncentration (21Ma (1)Concentration (2)Mass (1)Concentration (2)Mass ANALYSES tt'atofl _____ (1)Concentration (2)Mass ANALYSES GC/MS FRACTION - BASE/NEUTRAL COMPOUNDS (continued) _____ __________ __________ ____

sodiparylamino X .c 10 < 0.18 1ug/I tb/Day 458 -yon -- T -- 7 lb 680.11,2,4Tn.

chorobenzese X < 10 < 0.18 1 UgAt IbiDay (120482-1)

I1P.Abdinn - -Q -F)I-(300-00-2) _ _ 1_

P.alpha.BHC - QF 11E713a P.betaBHC 5 (31548-7)

P.gamma.8HC -g - Ua-7D CO7TI4U4 D FROM____PAGE____V-7_____ I______ SCO004278_______

6P.Chlortlane 1g 1157135 (50-29-3) __ __ _ __ _ __ _

(72-6540) 1_____1_

(60-57-1) 11P.alpha-Endosuffan A -I97- 1-Mra-y 12P.beta-Endosuffan -g A IS =ayD (11-5-29-7) __ _ __ _

13?. Endoenhasn Sulfate X ugh (1031-07-8) ________________ ________________ ________________

W4.Endrin xT* u; -Iia (72-20-8) _ _ _ _ _ _ _ _ _ _

15P. Endrnn Idefoyde X g (7421.93-4) _____________ 1_______

16P.Haptachlor _________ g-

- - - - -M-N EPA Form 351 C (Rev. 2.85) PAGE V-8 CONTINUE ON PAGE V-0

EPA I.D. NUMBER (copy from Item 1 of Form 1) OUTFALL NUMBER Form Approved OMB No. 2040-008 CONTINUED FROM PAGE V-8 SC0004278 002 Approval expires 7-31-88 1.POLLUTANT 2. MARK X' 3. EFFLUENT 4. UNITS 5. INTAKE (optional)

AND CASNO. Ib.pre- =.a>- a, MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE C(Iavailable) qui.- ant s't (I available) (Vavailable) (ifavailable) d. NO. OF a. Concen- b. Mass d. NO. OF a (1) Concentration (2) Mass (1) Concentration (2) Mass (1)Concentration (2) Mass ANALYSES ratIlon (1) Concentration (2) Mass ANALYSES GC/MS FRACTION - PESTICIDES (continued) 17P.Heptachlor

-poxido X u9/A Ib/Day (1024-57s3) 18P. PCB-1242 ugl lb/Eay

($3469.21.-9) 19P. PCB-1254 - - __u_/ I- ay (110979..-1) 20P. PC8-1221 -I ug/ E/Day (11104-2&.2) 21F. PC--1232 ---- up- -timay (11141.1 ")

22P77=B-243 ug/I IDay (12672-29-6) 23P. PCB-1 260 ug l/y (11096-42-5) 24P. PCB-1016 -- u 9I* /a-y (12674-11.2) 26P. Toxaphene - ugA aI (80015.3S2)

EPA Form 3510-20 (Rev. 2-85) PAGE V-0

EPA ID Number (copy from Item 1 Form 1) Form Approved. 0MB No. 2040-0086 Please print or t~e in unshaded area only SC0004278M Iproyal expires 5-31-92 2E EPA Factiities Which Do Not Discharge Process Wastewater HPIDES Recelvinq Waters For this outfall, list the latitude and lonItude, and name of the receiving water(s).

.u.al ..... ~ ............. .. ev n atr(a e e . .~u~

..... . ... ~~ .

...... tta ats.iln

.ai~r

.es... ni~ d in . Wat~eIdniy .. ~:: ...  :

cooiing wajer any cooling mu. mist umernflare. Pimeny uestiiue Immim VV ii a

=Itl water aguieves maauves are are used.,smer umnere. tireiy 0 i t-r.

,u ., ,,~ul t*,

nrm .,*

Mffuent Charteristics

~.exstin*::;;:.....::;;;.....;;;:;.....;;::;.....::;:;...

SouceSj::

~ i4de-measuremfents tor me prmtr : ...tdn~

Mo:::

.::;;;..-.-;;;:;.....::;;:..d... .:;.... . ... . .-..........

~ t. bw ie~avdbtegm tn

...  :::::::::::::  :::: ~~~~~.. ... :~~E

: ::::::: ~se

~:i:ii !::::::::::::::::::::::::::::::::::::::::::::::::::

...... i:: :::: :: i::::i

te~f m::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::

b iwu i *ve.t~ ~ in .......  :::::::::::::::

i::i:::ii::::::::::::::::::::::::::::::::::

2~

...... I.-fC.*4O O'IVII

... mV IU .........-.. WfJ '. -.--.....- . . . .....

a:::::

A::: N w::::::.:

7:E:::::.: E  ::::::::

I A~esrm or- .......... ... -a l e1 ~ s.::

....... t~ x y $)..........e..... n  :: ...... ..

ft)Ona~eoUS h............ Ii (CBOO) iiil~iiiiii;~~!ii~!!!;;iiiilliii 6.5 lbs/day 9.4 mg/I 0.8 lbs/day 4.8 mg/I 1 cab.le. o.. .. ..... .....

t..uspdeosiT$S

.. i 141 lbs/day 20.3mg/. 1.5 lbs/day 8.7mg/I 14 ordsi~iitarywastews i il ii i 170/100 ml 29/100 mI 15

........ ta

.. use*d)iiiiii i <.03lbs/day 6.6 <.05 mg/I <.008 lbs/day <.05mg/i 48

.. nd.Gr...  :.............:.:.::  :: <0.7 lbs/day <1.0 mg/I <0,2lbs/day <1.0mg/I eF estr (Wir'tn Obs/day 14si.11 0.18mg/i .531bs/day 0.18mg/I 1

• .geiowiiiiiii~ii~ii)iiiiiii!iiiiiiiiiiiii 0.0832MAD .0202MGD 365

• H!Ngt o .)..6.4-7.8S.U. 6.6-7.2S.U. 53

• • !i~~:!ii~*:~~i;i~:!ii~:!ii:::!i*!*i~~i*i!*iiiii~~iii~~:!.21 0C 12.4 0C 22 lfnoncontad* coli~ng wa1ter msdischarged EPA Form 3510-2e (8-90)

! ( (

PLEASE PRINT OR TYPE INTHE UNSHADED AREAS ONLY. You may report some or all of EPA I.D. NUMBER (copy from Item 1 of Form 1) Form Approved this Information on separate sheets (use the same format) instead of completing these pages. OMB No. 2040-0086 SF2 INSTRUCTIONS SC0004278 Approval expires 7-31-88 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 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 fitavailable) (if avalaoble) d. NO. OF a,Concen- b. Mass b. NO. OF (1) Concentrallon (2) Mass 11)Concentration (2) Mass (1) Concentratlon (2) Mass ANALYSES tratlon (1) concentration (2) Mass ANALYSES

.Biochemical Oxygen 29 4.8 1 mg/i lb/Day amand (SOD)

). chmical Oxygen mg/A Ib/Day

)emand (COD)

Total Organic 43 7.2 1 mg/i Ib/Day

'afbon (1'0C)

J.Total Suspended < 5 < 0.8 1 mg/i lb/Day Solids (TSS) a.Ammonia (as N) 1.9 0.3 1 mg/i lb/Day

. Flow VALUE VALUE VALUE 1 MGD X VALUE 0.02 g.Temperature VALUE VALUE VALUE VALUE (winter) I DEGREES CELSIUS 6.Tenperature VALUE VALUE VALUE VALUE

.(surnmer) DEGREES CELSIUS

• pH MINIMUM UMAXIMUM MINIMUM MAXIUM I 6.5_________ 1 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, Ifyou 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 litavahable) a.pr. bab. (0iavailable) (iWavailable) d.NO. OF a. Concen- b. Meas b. NO. OF seont .'t (1)Concentration (2) Mass (1)concentration 12)Mass (1)Concentration (2)Mass ANALYSES tratlon (1)Concentration (2) Mass ANALYSES a.Bromide X mg/1 lb/Day (24959-17-9)

.chlorine. X mg/i lb/Day Total Residual 0.Color X < 10 1 Std. Units d.Focal X Colonies Coliform /100 ml o.Flo*odd, X 0.24 0.04 1 mg/I lb/Day (169S4.48.4)

. Nitrate- X < 0.05 0.01 1 mg/ I b/Day a-

• E For* (as N) -198-4-8 -----

EPAForm 3510-2C (Rev. 2-85) PAGE V-1 CONTINUE ON PAGE V-2

FormApproved EPA I.D. NUMBER(copy from Item I of Form 1) ;0UTFALL NUMtI-M OMB No, 2040-00M6 Aoproval expires 7-31-88 ITEM V-13.N I INUEDU FR M HUIN I .. u_..... I Avv .

3. EFFLUENT 3. UNITS 4. INTAKE (optional)

1. POLLUTANT 2.MARK"X"

a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE AND CAS NO. b. Mast b. NO. OF a(pr- bb- vailable) (if available) d. NO. OF a.Coneen-(ifavailabTl) _ _(If ANALYSES tration (1) Concentration (2) Mass ANALYSES sent sent (1) Conentration (2) Mass  :() Concentration (2) Mass (1) Concentration (2) Mass

. N-trogen, 0.1 1 mg/l lb/Day rotalOrg*a*i X 0.67 (asN) 0.8 mg/I lb/Day Greae X < 5 <

• Phosprorous

< 0.01 mg/I ib/Day (as P). Total < 0.05 (7723-14-0)

. RadionctiNOy pt (1)A*)ha

< 6.1 4/-2.7 pCI/

otw (2) Beta, otal X 4900 4/- 37.3 I pCll (3) Radium, 1 pClIA otWl X < 0.B4+-0.4

<c 1.0+/-0.48 1 pCI/I 22c, Total X

• .Suttate X < 0.2 < 0.03 1 mg/I lb/Day (s 504) 1480a-79-8)

< 0.02 1 mg/I lb/Day (a S) X < 0.1

< 0.8 mg/I lb/Day (as S03) X < 5 (14.42."45.*3) n,Surtactanta X mg/I lb/Day

o. Aluminum,

< 0.05 0.01 1 mg/I lb/Day Total X (7429-004) p.Barlu m, X < 0.005 0.0 1 mg/I lb/Day TOt (7440-39-) ,

,.Boron, I g l/a Total X 432 72.1 1 mg/I lb/Day (7440-.42)

Total X < 0.005 0.0 1 mg/I lb/Day (740.48.4)

s. Iron, total X < 0.05 c 0.01 1 mg/I lb/Day (7439"94) t.magnesium,

< 0.01 0.0 1 mg/I lb/Day otal X (7430.9-4) u.Motybdenum, X < 0.01 0.0 1 mg/I lb/Day otal (7439.08-7)

v. Man~ganfls,,

< 0.01 0.0 1 mg/I lb/Day Total X (7439-95.5)

w. in, Total x < 0.07 0.01 1 mg/I lb/Day (7044031.)

T itanium, Tots X *t 0.005 0.0 1 mg/I lb/Day 17440-32-6) _ ,,

I - - - 1-0 m -NA-EPA Form 3510-20 (Rev. 2.85) PAGE - CONTINUEONP EV-3

( (

EPAI.D. NUMBER(copy from Item I of Form 1) OUTFALL NUMBER Form Approvad OMB No. 2040-0088 CONTINUFD FROM PAGE A OF FORM 2-C SC0004278 004 Approval expires 7.31-88 PART C - Ifyou 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 pnd for ALL toxic metals, cyanides, and total phenols. Ifyou are not required to mark column 2-a (secondary Industries, nonpmcess wastewater outfalls, and nonrequired GC/MS fractions),r 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 ify;ou know or have reason to believe it will be discharged in concentrations of 10 ppb or greater. Ifyou mark column 2b for acrolein, acrylonitrile, 2, 4 dinitrophenol, or 2-methyl-4, 6 dinitropheaol, 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 6re 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 aX. _ 3. EFFLUENT 4. UNITS S. INTAKE (optional)

AND CAS NO. a.r- b.pe- c.ab- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE If available) quht. sent sent (I available) (Ifavailable) (I available) d. NO. OF a. Concen- b. Mass d. NO. OF ad (1) Concentration (2) Mass (1) Concentration (2) Mass (1)Concentration (2) Mass ANALYSES tration (1) Concentration (2) Mass ANALYSES METALS, CYANIDE, AND TOTAL PHENOLS 1M.Antimony, x < 10 0.00 u D Total (7440-36-0) 2M.Amenic, Total 0.00 1 ug/I b/ay (7440-38-2) 3M.Beryllium, < 5 0.00 1 ug/ =ay Total (7440-41.7) 4M.Cadmium, - < 50 5 u y Total (7440-43.-)

SM. Chromium, - - 5 0 1 lug Ibay Total (7440-47-3) 6M. Copper. Total x < 0.0 5 T0A 7 mgu i ay (7440"0-8) 7M.Lead. Total A < b 0.00 1 ug/ Ib/uay (7439.02.1) 8M. Mercury, Total - 0 0 ug/I I (7430.97.6) a ___________

9M.Nickel, Total < 5 0 1 u Ib7a (7440-02.0)

IOM. Selenium, 'x - < 5 0 u Jay Total (7782-4g-2) 11M. Silver, Total x 5 0-00 TU 1 g Ib/Uay (7440-22-4) 12M.Thalhum, X < 0.01' 0-00 1 mg/I Ib/.ay Total (7440-28-0) 13M.Zinc, Total A 0.008 .0 m/ I7D ay (7440-M6-6) . ...

14M.Cyanide, - < 0.01 .1 g/I Ib/Day Total (67.12.5) 15M.Phenols, - < 0.005 0.01 g/

Total

[37,8T hlrcbeZo Dioxin P

(1764-01.8)

IX

-INHlBF X1I RESULTS EPA Form 3510-2C (Rev. 2-85) PAGE V-3 CONTINUE ON PAGE V-4

(

jEPA I.D.NUMBER (copy from Item 1 of Form 1) :OUTFALL NUMBER Form Approved OMB No. 2040-0088 A~rla I~ Irm 7A4 02~f CONTINUED FROM PAGE V-3 I SC0004278 004 'pp.va'

3. EFFLUENT 4. UNITS 5. INTAKE (optional)

1. POLLUTANT 2. MARK X AND CAS NO. i.rs-bpra-!c.ab- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE o.LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE (Ifavailable) (Ifavailable) d. NO. OF a. Concen- b. Mass d. NO. OF (ifavailable) quir.- sent isent (11available) ld (1)Concentration (2) Mass (1)Concentration (2)Mass (1)Concentration (2)Mass ANALYSES tratlon (1)Concentration (2)Mass ANALYSES u7/ - I-/Lay GC/MSIlV.

FRACTION Acroloin

- VOLATILE COMPOUNDS (107-02-8) ugi- I5D.a

2. Acrylonitrite -

(107.13-1)

(71..43-2) 4V.BSi(Chloro nVehyl Ether o X ugl Ib/Day (542.88-1) 5v. brornotorm - --- g T *-y (7--25-2)

Tetrachloride X ugA uglbI/L.)ay U91 tb/Day (58-23-5) 7V. Chlorobsvonz*n (I08-W07)

V. Chlorodi.

r.Cormooeftn X ug/ lb/Day 124-49-1)1 UgI Ib/Day V.ChloroEthane X IOV.2.Chloro.

rthyMylmEthle X ugA Ib/Day (1110-7"-) ________________ ________________ ________________

lv. Chloroform 57 r-- i9,v i2V. 5ichloro (7$-27-4) _____

13V. Dichloro 1V1,uoro-etthane X U911 lb/Day g/ a lb/a y othani(75/4-3) I ro-15V. 1,2-D ic -hio Xu efthne(107-06-2) Ib/Iay ug/A 1 6V.1,2..Dichloro- 'x ethylene (75-35-4) 17V.1,2-Oichloro- - Ug/I-- . 7ay propane (7M47.5)

I V.1thbzchloro. x UgA Ib/)ay ropy:ane (542-7&.6) i9V. Ethyberzetu- - IEa (100-41.4) 20V.Methyl U911 ugI- ' b,'ay Bromide (74-83-0)

EiV Methyl - -74.87.3)

(74487.3) hIlo~ride t SPA Form 3510-2C (Rev. 2-85) PAGE V-4 CONTINUE ON PAGEV-5

OUIFALLNUMOtrti FormApproved IIEPA 1.0.NUMBER (copyfromItem 1 of Form1) ernnnano UU I)-ALL NUMbhH OMB No. 2040-008 nrA CONTIINUED) FROM P'AGE V-4 QIVVVý41 a ______

1PLUAT 2. MARK"X"I___________ 3. EFFLUENT 4. UNITS 6. INTAKE (optional)

AND CAS NO. a~o bp c~ab- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE - bMasa. LONG TERM AVG. VALUE (ifavai~labe) ~ q,,,. anit sent (Ifavailable) I(I available) (I available) d.NO. OF a. Concen-b) M s d. NO.OF (1) Concentration (2) Mass (1) Concentration (2) Mass A.NALYSES tiratIon -1) Concentration (2)Mass ANALYSES adI() Concentration 1(2) Mass GC/MS FRACTION - VOLATILE COMPOUNDS (continu _______

hiordde(75.09-2) _ _ _ _ _ _ _ _ _ _

hloroehano x ugfl lb/Day AIV. Tstrachloro. -9 -17a fhIlan. (127.18.4) - -

W.TluNc4yen* x ugfl lb/Day 27V.1.1.1-Tn chloroef bans x UgI lb/Day chloroethane XUgdI lb/Day

-157a 29V. Trichloro- - -W ethylene (79.01.8) ________________ ________________

3OV. Trichioro fuoromelfaa. X uVh lb/Day (9-74)

V,-.tinyl - -

...... UP -

.. I a anoI (10547-4) _______________

A.2-Chrophoflvl -~ -

/Uay APChl(-" om-M4)~7 A. PanDimtahiow x Ug b/a ihm0 -- -.-

- Ug- -1/iv iA. 2,4,8-Tnito-A ll A.2Nltoiphenol x ugh) lb/Day

- - -r-M -- O- -bLa

-A

.5CNIU NPG .

(310-7)(e.28)PG rePAsorm EPAForm 3510-2C (Rev. 2.85) PAGE V-5 CONnNUE ON PAGE V-6

Form Approved IEAI.NMBER1 (copy from Item 1of Form1) OUTFALL NUMBER 0MB No. 2040-0088 Approvalexpires7-31-88 V.AI' I IP4UWL I-HUM F,.i.2 IPOLLUTANT 2. MARK X V-7 1

3. EFFLUENT _____________4.

1 __________ UNITS 5. INTAKE (optional)

ANDOCAS NO. [j-p ab a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE (ftavallable) ~ qu~wr Isentttsent (I avalalsbe) (I available) (Bavailable) di,NO,OF a, Concen- b. Mass d.NO. OF t.....d..... (1)Cnentratlo (2) Mass (1) Concentration (2) Mass (1) Concentrationt (2) Mass ANALYSES tratiori _____ (1) Concentration (2) Mass ANALYSES GC/MIS FRACTION - BASE NEUTRAL COMPOUNDS___ ___ ________________

tB. Acenaphthleoe - -9 .. -- 'Mga Day A -- u7 TS710a B. A B ocriaphthlone

. Anthraceno (120-12-7)

(92-8745) 5B. Beozo(a)

Anthrce~ne x ugh lb/Day Pyrens (M032.8) 7B.374r.Beozo floranthans. x ugA lb/Day 8B.Benzo (9hi) - - 5aIy bF Parylene (101.24.2) 9B.Beozo (k)

Fluorantheno x ugh lb/Day (207.08.9) l OB. Bia (2-Cirloro.

fthoy)CMethane x ugh lb/Day IIS. Bas(2-Chloro thyf)Ether x ugh lb/Day

(.111.44-4) 12B.Bis (2.Chloroaso propyl)Ether x ugA lb/Day (102460-1) ________________ ________________ ________________

13. Ws -(2-Ethyl.

hexy"Phehalate, X ugh lb/Day (117-81-7) 14B. B- -- _ _

ertliPhenyl! x ugh Ilb/Day Ether (101-55-3) 1-B 4"y x Ug b/a Pttthatate (85-88.7) 16B.2-Choro aphihatene X ugh lb/Day (01-w8-7) 178, 4-Chloro ehnrl phenyl x ugh lb/Day Ether (7006.72.3) _______ _______ _______ _______ ________

18B. Chryseoe -g/ - b/TUay (218.101.) ________________

199. Dbanzo (a,h)

Anthramen X ugh lb/Day OB.1,2-Oichloro. -ý ..... F. /Da nzene (M5.50.1) ________

18. 1,3.Ochloro. - -g/ "7y iI

- -- n l- -51731 --

EPA F*m 351 0 (Fley.2-M PAGE V-6 -- - F-E V-7

{ (

jOUTFALL NUMBER Formt Approved fPA ID.* NUMBER (copy from item I of Form1) OMB No. 2040-M$8 UUN I INUI1U 1-HUM I-AUh V-13 ZSLMUUU42 _________

UNITS S. INTAKE (optional)

1. POLLUTANT I12.MARK"X' 3. EFFLUENT ____________4.

AND CAS NO. are- bprwI. cab. a. MAXIMUM DAILY VALUE Ib. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE I(I d.NO.OF a. C0ion( - bMasd. NO.OF (8avile) ~ qir eant seant (Wavailable) avallable) INavailable)

(2) Mass ANALYSES tratlon (1)Concenrtration (2)Mass ANALYSES (1)Conceotration - (-2)Pass (1)Concentration (2)Mass (1)Concenftration GC/MS FRACTION - BASE/NEUTRAL COMPOUNDS (continued)______ ___________

B2.14.Oichloro- __

ug 1E70s nzene (1064-487) _____ _____ ____ _______

S8.3,3.0,chloro in* X ugh lb/Day Pftlfatat X ugAf lb/Day Phtftslats XUgh tb/Day (131.11-3) X __________ __________

Phtialbate Xugh lb/Day (84-74-2)__ _ _ _ __ _ _ _ __ _ _

l/a 27B.2.4-Oinitro. - A-g tolese (121-14.2) ________ ________ ________

UP b1EDay 28B.2."-initro- -

toluene (800e.20.2) ________________________

29B. DI&N-Octyl Phtfltafate X Ugh (b/Day

('117.84-0) ________ _______

yazine(asAzo- X ugh lb/Day nzone) (122468.7) 18luoranthens ~- -71155I7 (8.3-7) 3.Heosohloro. 57 1E70-a azone(118-74-1) 8.Hexs.

blabfadiene ugh lb/Day (646.)

B.Hexachioro cftdpen6alo x ugh lb/Day (7.47.4) _ _ _ _ _ _ _ _ _ _

6B.Hexachforo- - - r" T77y fan. (87.72.1) ________ ________________

78. Indeno (1.2,3-cd) Pyrene X ugh (b/Day (19349.-5) lbUa 3B.IAopfrorone - -g 9.Naphthalene - -b/ ~ Day (01&25.3)

OB. N.Nftro goiumetfylmin* X ugh lb/Day 428. N.N'tmaodie NPmfpylaminm X ugh lb/Day (82144.7) _ _

ma t.. taAa,.,n.. aoarPAGE V-7 CONtiNUE ONPAGEV-8

- - %ev. 0,

(

EPA LID,NUMBER (copy from Item I of Form 1) OUTFALL NUMBER Form Approved OMB No. 2040-0088

• t*MTIMI II::r't I=I*C'*M DA* V.7 004 Approval expires 7-31 -88

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

AND CAS NO. . bpre. feab- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE (Ifavai~l) ~ quir. fsent Iet (ifavailable) (I available) (Ifavailable) d. NO. OF a. Concen- b. Mass d.NO OF ad (1) Concentration (2) Mas (1) Concentration (2) Mass (1) Concentration (2) Mass ANALYSES tratlon (1) Concentration (2) Mass ANALYSES GC/MS FRACTION - BASE/NEUTRAL COMPOUNDS (continued)

I3B. N-Nitro sodiphonylamine X UgA lb/Day 448 Phenanthrane X Ug/. IEway 45B.Pyr-n* X ux Ib/ay (129-00.0) ,,_,, ,

68R.1.2.4-Tn chloe*obwnzene X ugfl Ib/Day (120-82.1) l't- =,_

11UIU _ _ _

GU(/MS I-HAU I1UN -

1P.Adrhin x ug4 ID/J y (309o-M2) 2P. -lph-HC x u0- I1/Oay (319-844)

"P.beta-ma-HC - ug/ l5Va-y ugA lb/LUay (5"-9-9)

(5~tPgn,-HC x _________

7P. d4.4-BH-C UgA ID/Uay (319-83-8) 8P. ChlordanE Xw- UF IEay OIa (50-29-3)

'72.54-9) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

"P.4,4'-DT'D'gI UI- b/-ay P. 4,4'-D E A (72.55-9) ________

ugA ... f1 D y I0P. Dieldrin - .-

(8o-57-1)- - -- u/I - t/a-y (IIP.alphs-Endoulfan up 12P. bsta-Endosulfan (115-29-7) 13P. Endosulfan Sulfate X ug/

(1031-07-8) 14P. Endrin -

• g4 ' "Ib/Day (72-20-9) l5P. Endrin ug/

Aklshydo X (7421-93-4) 16P. Heptachlor - X UgI ID/Lay (78-4448) _____ __ ___

EPA Form 3510-20 (Rev. 2-85) PAGE V-8 CONTINUE ON PAGE V-9

I' (

EPA I.D. NUMBER (copy from Item I of Form 1) Form Approved OUTFALL NUMBER OMB No. 2040-0066 QPt'AflflA07R I A4 Approval expires 7-31-88 UUN I INUDU FRUM -'AG V-a I*-~-n.- 004

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

1. POLLUTANT

a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE AND CAS NO. a.. b.pr-  :.ab-(ifavailable) quir- ent [nt (I avallable) (if avliable) (I available) d, NO. OF a. Concer- b. Mass d. NO. OF (2) Mass (1) Concentration (2) Mass ANALYSES tratlon , (1) Concentration (2) Mass ANALYSES d1 (1) Concentrationr (2) Mass (1) Concentration GC/MS FRACTION - PESTICIDES (continued) 17P. HaptachWor ugfl lb/Day EpoWide X (1024-57-3) ug/n iD/Bay I8P. P05-1 242 A lbID/Ly ......

(5346921-9) XuORI 19P. POB-1254 (11097-69-1) 5 057ayy 20P. PCB-1 221 11104-28-2)

PCB-1232 - -Fay (11141.16s-5) ______________________

P. PCB-1248 - -

u - 1ED1.ay 12672.29-6)

3. PC-1260 -

UI 1/7Diy 1110982-5)

X u D/Da7y

.4P. P8-1016 712674.11.2) u = 95__

1.001-35-2)

~- - - -

EPA Form 3510-2C (Rev. 2-85) *PAGEtV-0

( (

I EPA I.D. NUMBER (copy from Item I of Form 1) Form Approved PLEASE PRINT OR TYPE IN THE UNSHADED AREAS ONLY. You may report some or all of OMB No. 2040-0086 this Information on separate sheets (use the same format) Instead of completing these pages. Qnt A070 Annmval exolres 7-31 -80 SEE INSTRUCTIONS .. .

OUTFALL NO.

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

PART A - You must provide the results of at least one analysis for every pollutant Inthis table. Complete one table for each outfall. See Instructions for additional

2. EFFLUENT 3. UNITS 4. INTAKE (optional)

a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE

1. POLLUTANT (Ifavailable) d. NO. OF a. Concon. b. Mass b. NO. OF

(_f ivaable)

(1) Concentration (2) Masa ANALYSES tration (1) Concentration (2) Mass ANALYSES (1) Concentration (2) Mas (1)Concentration (2) Mass

• Biochemical Oxygen 5.7 685.0 1 mgA lb/Day emand (SOD) 36 4326.0 1 mgf lb/Day Chemical Oxygen C

emand (COO) I 13 1562.2 1 mgA lb/Day

.Total Organic aeon (TOO) I

.Total Suspended 16 1922.7 1 mg/ lb/Day Slords (rss) 0.05 6.0 1 mg/I lb/Day a.Ammonia (as N) f.Flow VALUE VALUE VALUE MGD X VALUE 14.4 14.4 47 g.Temp.rature VALUE VALUE VALUE VALUE 22.2 15.4 24 DEGREES CELSIUS (Wanter) h.Tompaturo VALUE VALUE VALUE VALUE (sumnmner) 28.2 23.2 24 DEGREES CELSIUS i.pH MINIMUM MAXIMUM MINIMUM MAX4U I48 STANDARD UNITS PART B- Mark "X" in column 2a for each pollutant you know or have reason to believe is present. Mark WXin column 2b for each pollutant you believe to be absent. Ifyou 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 regulrements.

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 (Hfavailable) d. NO. OF a. Concen- b. Mass b. NO. OF (1iavilable) apre- b.ab- (Nfavailable) sent sent (1)Concentration (2) Mesa (1)Concentration (2) Mass (1)Concentration (2) Mass ANALYSES tration (1)Concentration (2) Mass ANALYSES X 2.5 300.4 1 mg/l lb/Day a.Bromide (24959-07-9),

b.Chlorine, X <.05 <6 <.05 <6 <.05 <6 48 mg/I lb/Day TolalResidual 0.Color X Std. Units X

. Feal X Colonles X Coliform /100 ml a.Flouid X mg/1 lb/Day (10954-48-8)

Nihmte- X mg/l lb/Day Nhritke (as N)

EPA Form 3510-20 (Rev. 2-85) PAGEt V-1 CONTINUE ON PAGE V-2

(

PA I.D.NUMBER (copyfrom Item IofoForm 1) OUTFALL NUMBER FormApproved OMB No. 2040-0088 SCO004278 005 I Approval expires7-31-.88 PLUAT -. .AKX 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 apr.- beab-____ (Kt available) (Ifavailable) df.NO.OF a.Concen. b. Meass b. NO.OF (ifavailakle) ____ ________ _ _______

sent sent (1)Concentration (2) Mans (1)Concentration Concentration (1)Mned (2)Mase ANALYSES tration (1)Concentration (2) Mann ANALYSES 9.Nitrogen.

TotalOrganic X mg/I lb/Day (asN) ______ ____________ __________

reest* < 1 < 120.2 1 . mg/I lb/Day

• phosphorousa (asP),Total X mg/I lb/Day 17723-14-0) _ _ _ _ _ _ _ _ _

21)BAlpha Total X p0(11 x Total x pCi/I X (4)Radium 22,Ttlx pCI/I x (asS04) X 94 11295.8 1 mg/I lb/Day (14808.7-e)

(ASS) X <c 0.05 < 8.0 1 mg/I lb/Day (as $03) X < 2 < 240.3 1 mg/I lb/Day (14285-45-3) ________ ______________

n.X-at mg/I lbDay ota.

Almg/I lb/Da TOW, x mg/I lb/Day

_6____

2740-93 ____________ ____

Total x mg/I lb/Day (7440-3"-)

otlx mgI lb/Day

• Ioltal otalXm/I l/a otal gI l/a Total x mg/I lb/Day Ti-n,to-tal (7439-81.5) X mg/I lb/Day Total X mg/I lb/Day (7440-32-4) ________

u. -olbdn EPA For 3510-C Rv.285Dayib -

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

(

EPA I.D.NUMBER (copyfrom Item 1 of Form 1) OUTFALL NUMBER Form Approved OMB No. 2040-0088

,-.-,aiTti.ii ir D,-jea Aa 0 a CPiOkl 0r' InnR Aoproval expires 7-31-88 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 GO/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 nonrequtred 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. Ifyou mark column 2b for any pollutant, you must provide the results of at least one analysis for that pollutant Ifyou know or have reason to believe Itwill be discharged In concentrations of 10 ppb or greater. Ifyou mark column 2b for acroleln, acrylonitnle, 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 outfaUl. See instructions for additional details and requirements.

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

AND CAS NO. are- b.p- csab- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE (ifavailable) quit- sent sent (i available) (I available) (I available) d. NO. OF a. Concen- b. Mass d. NO. OF ad (1)Concentration (2) Mess (1)Concentration (2) Mass (1)Concentration (2) Mass ANALYSES tratlon (1)Concentration (2) Mass ANALYSES METALS, CYANIDE, AND TOTAL PHENOLS ______

IM.Anthony, X Ug/l IE7ay Total (7440-36-0) 1 2M.Arsenic, Total X u- /- Ib/Day (7440-38-2) __________ __________ _____ _____

M.Beryllium, X ug/I Ib/ay otal (7440-41-7)

M.Cadmium, X ug/I DUay otal (7440-43-9) _ ___ _ _ _ _ _

M.Chromium, - ug/I Ib/_ay otal (7440.47-3)

M.Copper, Total - - rI b/Uay (7440-50-8) ____________ ____________ ____________

7M.Lead, Total ugW IbMay (7439-92-1) 8M.Mercury, Total - ug/I Ib-Uay (7439-97-8) 1 9M.Nickel, Total x ug/I Ib/Lay (7440-02-0)

IOM.Selenium, ' ug/l' -- Dmay Total (7782-40-2) t1M. SiiOer, Total - U7- Iay (7440-22-4) 12M.Thallium, X mg/I - DIuay Total (7440-28-0) 13M.Zinc, Total mgF lb/I.ay (7440-66-6) 14M.Cyanide, X mg- Ib/Day Total (57-12-5)

ISM. Phenols, X -7 Mg/I F /a'y Total LIUXIN ,,

x3n,7,78 Tetra I 1 UESCNIs RESULIS hlorodienzoP COTIUEONPAE -

EPA Form 3510-2C (Rev. 2-85) PAGE V-3 CONTINUE ON PAGE V-4

(

EPA I.0. NUMBER (copy from Item I of Form 1) OUTFALL NUMBER Form Approved OMB No. 2040-0086 Approval expires 7-31-88 IPOLLUTANT 2. MARK X 3. EFFLUENT ______________4._UNITS S. INTAKE (optional)

AND CAS NO. .,.7-b.pre T..c.ab. a.MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE 0. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE d.NO. OF (Ifavailable) Iquir-Isn sn (ifavallable) (Ifavailable) (Ifavallable) d.NO. OF a. Concen- b.Mass ad(1) Concentration (2) Mass (1)Concentration (2)mass (1)Concenf ratIon (2)Mass ANALYSES trat Ion ______ (1)Concentration (2)Mass ANALYSES GC/MvS FRACTION - VOLATILE COMPOUNDS _____ __________ ________

1V crlin xg, u - Ira-y (107-02-8) __________7_________a________

(107-13-1) _________ -- Wa______

171-43-2) ________ ________ ________

47 =0a (Coro.

mtyl) Ether X ugA Ib/Day (542-88.1) _______ ___ ____

=V.Crbon Ttalorklo X ugA Ib/Day (58643-5) ________ ________ ________ ________

V.Chlorobonzeon - UP b-J5Day 1108-90-7) ________ ________________ ________________

V. Cirlorodi romornethane x u0h lb/Day

,V httan - x ugA b/a 175-00-3) ____________ ______ ______ ______

1ro --. -__lto etylviht)IEthter X ugfl lb/Day (110.75.8) 1________________ ________________ _____________

i 177Chlorolorin - -g - 15DIy (8748.-3) 12V. Di-h- _ _

prrontasx ugA lb/Day 1(75-27-4) ____________ ______ ______ __ ____

ifluoromethans X ugA IbI~ay 14V. 1,1-Dichioro. - -g -= ay1E than* (75-3".)

I SV.1,20oichloro. -

• r- 7D than* (107.-M2) _______ _______

16V. 1.1.Cichloro- -W - *Ma-y ethylene 1754-354) _ _ __ __ _ _ _ _ _ 1__

17V. 1,2-Bichloro- - -g *lF/ E7aI propane (78-87.5) _ _ _ _ _ _ _ _ _ __ _ _ _ _ _

18V. 1,3-Oichloro- - -~- 17I 1W. Ethybpenzeoe -g/ - - 1E7D (100-41-4) _ _ _ _ _

20V.Methyl 17 ayDi Bromide 174-83-9) _ _ _ _ _

21V.Methyl *UFA 1E/u7 Chloride (74-87-3) ______ ______ 1____________ ______ ______

EPA Form 3510-20 (Rev. 2-85) PAGE V-4 CONTINUE ON PAGE V-5

FortmApproved EI.NUMBER

- (copyfrom Item 1 of Form1) O0UT-ALL NUMBER OMB No. 2040-0088 Approval expires 7-31-88 2.MARK"X" 3. EFFLUENT ____________4. UNITS S. INTAKE (optional) 1.POLLUANT ___________

AND CAS NO. are- 1bpre. jcab. a. MAXIMUM DAILY VALUE b.MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE Iqir- 'leant *Isent' (I available) (Ifavailable) if available) d.NO.OF a. Cowleni- b. Mass Id. NO.OF (ifavailable)s I) Concentration tdI 1(2)Mass (1)Concentration (2)Mesa (1)Concentration (2)Mass ANALYSES tratloi 1)i 'Concentration (2)Mass ANALYSES GCIIVS FRACTION- VOLATILE COMPOUNDS (continued)_________________ ___________

FV. -Methylane U9 IF7Dy hlorfde (75-00-2) ______ ______

3V. 1,1.2,2-Tetra hloroettnan* X ugh lb/Day 97834-5) _____ _____ _ ____

4.Tetrchiora- - u-x - lb/Day

• tnoln(127-18-4) - - _ _ _ _ _

26V.1 2-Trana Obbhlomethylone X ugh lb/Day (15"0-60) ________ ________________ ______________

27V.1,1,1-Tri chloroethane X ugA lb/Day Fy 1, 2-Tni. ugh lb/Day "bo. .ethane X (79-00-5) tfnylens(79.M1-8)

__________ __________ __________ ____C_____

(8.82 __________

ugA lb/Day norotnetfiane x (7S49.4) hlorlde (7S-01.4)

'U/Mb I"HA(-; 110'U -~UU ______ _________________

1A.2.Chlorophonen 7n -11705-y (O5-57-8) ________ I________

2.4-Dichloro- -

U911 1E70-a beoto(120-&3-2)1 A.2A4-Oimethyl- Ug WayD~

Inenol(1I547-9) ________ ________________ ________________

A.4,6-Dinnfto-O- - 07 b7ua renol (S34-52-1)_________ _________ _________ _________

lbDa A. 2.4-Oiniro- - -g henoI (51-28.5) ________ ________________

A.2-Nrtropinenol x g/ --- 7Ta A-4-Nitrophenni x *Ur- ayD~

1100-02-7) _ _ _ _ _ _ _ _ _ __ _ _ _ _

A. P-Chlaro-M. - -g lb/Uayi~

reaot (5940-7) ________ ________

A.Pentacinloro- A0- - 7M1aTI henoI(87-88-) ________

IOA,Phnenol -Ug-- =Fry (108-95-2) ________ ________________________ ________________

I11IA. 2,4,8-Tn-m choophenol X ugh lb/Day

- -M- EPA Form 3510-20 (Rev. 2-86) PAGE CONTINUE ON PAGE V-6

( K' jOUTFALL NUMBEFI FormsApproved ItemIofForml1)

=NUMBER (copy from fEPAA1. OUI L NUMB E 0MB No. 2040-0086 Approval expires 7-31-88 iT OLLIJTANT 2. MARK "X" ____________ 3. EFFLUENT ____________4. UNITS 5. INTAKE (oplional)

AND CAS NO. Ia7i~w e jb. aMAXIMUM DAILY VALUE b.7MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE (Ntavailable) ~ quirsjent jsnit (Waalbe) (8aalbe (1available) d.NO. OF a, Concen- b. Mass d.NO.OF Concentration (2)mass (1)Concentration (2) Mass (1)Concentration (2) Mass ANALYSES tratIon ______(1) Concentration (2) Mass ANALYSES ad(1)

GC/MS FRACTION. BASE NEUTRAL COMPOUNDS_________ _____________

I B.Acenaphthese - - .. gA ~ i (83-32-9)

B8.Anthraceno x Ugt IbU (120-12--t) _______ _______ _______

- x u Anthraeono X ugh lb/Day 6B.Bsnzo (a) - -w

• lI IE7y Pyrene (50-32-8) ________ ________________ ________________

B8.3,4-Bonzo.

floranthone Xugh lb/Day (205-99-2) x ________ ________ ________ ________

8S.Bonzo (ghi) -g --

M'ay' Pesylna. (191.24.2) _______ _______ _______ _______________

9B.Benzo(k)

Fluoranthene x ugA lb/Day 10B. Bis(2-Chioro.

othoxylMethane x (54.73.)

ugh lb/Day _____________

.nzen ____________________________

(1111.91-1)

B(27-Clro.

11IB.T.

• • A)Efth X ugh lb/Day (111-44-4) 12B.Sia (2-Chioroiso propyl)Efthr X ugh lb/Day (102460.1) 138. Bis(2-Ethyl.

hexyt)Pheltalate ugh lb/Day (117-81.-7)x 148. 4-Bromo e-AlPhesyt x ugh lb/Day Ether(101.53-3) _________ Ug/I Phthalat. (85487) _______________________

16B. 2-Chioro aphthalast. x ugh lb/Day (91-58-7) ________________ _______

17B.4-Chioro emy[Phesyl x ugh lb/Day Ether (7005-72-3) ________________________

18B. Chtrsons -g - F E7Dy (218-01-.5) 1tQB. DObenzo (sbh) nthracons x ugh lb/Day (53.70-3)

OB.1,2-Dichloro- - v7 ~ 7I nzene(95-50.1) lB. 1,3-Dichloro- -g - ' */UTE ay EPA Form 3510-20 (Fisy. 2-85) PAGE V-6 CONnNUE ON PAGE V-7

EPA ID. NUMBER (copy from ItemI oftForm 1) OUTFALL NUMBER Form Approved 0MB No. 2040-008 UUN I INUEU t-HUM I-A(.h V-6i I ~SU.UUU42 /8 oub Approval expires 7-31 -N

1. POLLUTANT 2. MARK"X' 3. EFFLUENT _ ______________4. UNITS 5. INTAKE (optional)

AND CAS NO. jaI 1b~pre-1c~ab- a. MA~XIMUM DAILY VALUE b.MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE (Wt available) quir- Isent Isent (I available) (Ifavailable) (ifavailable) d.NO.OF a. Concen- b. Mass d. NO.OF ad _ 1 1) Concentration (2)Mass (1)Concentration (2)Mass (1)Concentration (2)Mass ANALYSES tratlon (1 Concentration (2) Mass ANALYSES GC/vIS FRACTION - BASE~/NEUTRAL COMPOUNDS (continued) _____ __________

228. 14.4-Dchloro- -g - -I 79a nzen. (1004-487) ________ ________ ________ ________

3B. 3,3-Oicirioro In* X ugfl (b/Day 48.Diethyl Phifhalste X ugfl lb/Day (84-68-2) ________ ________

58. Ohneithyl Phthalate X ugfl lb/Day (131.11-3) _______

26B.Di-N-Butyl Irthalato X ugA lb/Day (84-74.2) ________

27B.2,4-Oinitro- -W *1 1E7D-y nineno (121.14-2) ________ ________ ________ ________ ________ ________

88. 2.6-Oinitro- - X olueno(800-20-2) ________________

ý98.Di-N-Octyi Pintelate X Ugfl lb/Day IOB. 1.2-0Ophenyl.

ydraolne (at Azn. X UgA lb/Day anion.) (122-66-7) ________ ________ ________

18. Finoranthone - - --.f~-uV -IE70ay (2084) __

28 Fureno -gA -7xu105-y (86-73-7) ________ ________________ ________________

8. Henachloro- - - lE7y Ir-n2eno (118-74-1) ________ ________________

4B.Hoam.

hlorobutaidierne X b/Day (g

58. Hexachloro.

clopentadien. X ugh (b/Day (77.47.4) _____ __________

36. achloro. -g - x u~ y 37T. -Indeno (1,2,3-cd) Pyrene X ugil (b/Day (193-39-5) ________ ________ ________ ________ ________ ________

388. Ianphororne - - -g 1 7DW (78-59-1) ________ ________ ________ ________ ________

398.Naphthalene -g - br- y (91-20-3) ________ ________ ________ ________

40B.Nitrobenzene - - 1 ~ a (98.95.3) _________ _________ _________

l1B.N.Nito.

soimlthylamine X P ugh (b/Day 42B.N-Nitrosodi N.Propylamino X ugA (b/Day

- orm--ksv..-80) PAGE V-7 CONTINUE ON PAGE V-8

K, EPA ID. NUMBER (copyfromnItemlI of Formi1) OUTFALL NUMBER Form Approved OMB No. 2040-M06 CONTINUED FROM PAGE V-7 I SCO004278 005 Approval expires 7-31 -88

1. POLLUTANT 2. MARK "X" 3. EFFLUENT ________________ 4. UNITS 5. INTAKE (optional) ____

AND CAS NO. late. lb pro. ic ab. Ia. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE (ifavailable) jquir. sent~ sentIf (Iavailable) (Navailable) (Iavailable) d.NO.OF a. Concen- b. Mass d.NO.OF ad1(1) Concentration 1 (2)Mass (1)Concentration (2)Mass (1)concentration (2)Mass ANALYSES tratIon ______ (1)Concentration (2)Mass ANALYSES GC/MS FRACTION - BASE/NEUTRAL COMPOUNDS (continued) ______ ___________ _____

s~ihenylamie X Ugh lb/Day 44B.Pherrantherono -g - 1/Da b

(85-01-8) ________ ________

(129-00-0) _ _ _

NB1. 1,2.4-T6.

clorobeorzene X ugh lb/Day (120-82-1) ________________ ________________ ________________

1 P. A0- -rr -- ~

(309-M02) ________ ________

2P.altra-BI-1 -g/ - 1S7 b (319"-64) ________ ________

3P.beta-SHO -g - b/Uav~

(315485-7) __________

(5"-9-9) ________ 1________

SP.detta-BHC - -g .il- 1Ey (319-8"-) ___________ __________

6P.Chlordane - -gl 1EDi (57.74-9) _________

7P. 4,4'.o[)f -w F** -- 1a7D (50.29.3) ______ ______ ______ ______ ______

SP.4.4'.ODO -7 - IEybr (72.544) I________ ________

(60-57-1) ________

11P~lpaEouffan --- - T Fa IlZP.beta-Endosuffan -w - Ia (115-29-7) _ _ _ _ __ _ _ _ _

13P.Endosuffan Sulfate X ugA (1031.07.8) 1 ________ ________ ________ ________

14P.Endr. - Ug 10 -ay (72.2".) ________ ________

ISP.Endhn dehyde X ugA (7421.93-4) ________ ________

16P. Heptachlor A (76-44-8) Fl___ _____

EPAForm 3510-2C (Rev. 2-86) PAGE V-8 CONTINUE ON PAGE V-9

(

EPA I.0. NUMBER (copy from htem 1 of Form 1) OUTFALL NUMBER Form Approved OMB No. 2040-0088 CONTINUED FROM PAGE V-8 I SC0004278 005 Approval expires 7-31-88

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

AND CAS NO. a.r- lb.pre- jc.ab- a. MAXIMUM DAILY VALUE b. MAXIMUM 30 DAY VALUE c. LONG TERM AVG. VALUE a. LONG TERM AVG. VALUE (if available) quir- sent s sent (I available) (I available) (I available) d. NO. OF a. Concen- b. Mass d. NO. OF 1 (1) Concentration (2) Mass (1) Concentration (2) MMs (1) Concentration (2) Mass ANALYSES tratlon (1) Concentration (2) Mass ANALYSES GC/MS FRACTION - PESTICIDES (continued) 17P. Heptachlor Epoxide X Ug/1 lb/Day (1024-57-3) -

18P. P-CB-1242 A ugAI Ib/La-y (53469.21-.)

1OP.PCB-1254 u/ 1E7D1ay 20P. P-D-1221 X -/ - a-y (11104-28-2) ....

21P.PCB-1232 Ug/ Ib/7ay (11141-16-5) 7

............ 1

-2P.PC -1248 - ub /Lay (12672-20.6) 3P. PCB.1260 - ug4 1E/)ay]

.4P. PCB.1016 ug A b/ay (12874-11-2)

SP. Toxaphene Ug/1 Ib/Day (8001 .35-2) 1 1 EPA Form 351 0-2C (Rev. 2-85) PAGE V-9

( (

SNSWP OUTFALL 001 12,000 LAKE LAKE WYLIE WYLIE 58,856 OUTFALL 002 POTABLE OUTFALL WATER 003 (OFF-SITE SUPPLY)

SNSWP CATAWBA NUCLEAR STATION NOTE: ALL FLOWS ARE IN GPM WATER FLOW SCHEMATIC FOR AVERAGED CONDITIONS

VkOMOTZtWrIOTLCT r~osrtl Soudi 4ao~ua Duocnto(I eaod

• .d EMkcAZ Co%

BUREAU OF WATER SLUDGE DISPOSAL SUPPLEMENT FOR NPDES AND ND PERMIT APPLICATIONS Facility Name: C aO&-,t0.6-,- Nk.odea, 5+t-4i OA Permit Number. SCOO 0 *' 7 Qeave blank for a new facility) or NDOO0 Please check your proposed or current sludge disposal procedure:

L Existing Facilities:

.. Lagoon or other facility with no routine sludge disposal. Please attach a letter that addresses the approximate schedule for sludge removal and address the anticipated disposal method (note that the proposed sludge disposal method must be approved by the Department prior to initiation).

Sludge disposal at another wastewater treatment facility. Attached is a recent letter of acceptance dated . This letter must include the NPDES or ND number of the treatment facility accepting the sludge for disposal. If no previous SCDHEC approval has been granted on the disposal method, then please include a detailed report on the existing sludge disposal method. See the attached requirements for Sludge Disposal Report A. If a previous SCDHEC approval has been granted. then include a recent analysis that shows the non-hazardous nature of.the sludge or a signed statement that the sludge characteristics have not changes since the last analysis.

..X Sludge disposal at a landfilL If the landfill is SWAIP (special waste) approved, an recent acceptance letter from the landfill is acceptable. If the landfill is not SWAIP approved, attached is SCDHEC Solid and Hazardous Waste approval dated or other SCDHEC approval dated . If no previous approval has been granted on the disposal method, then please include a detail"ed report on the existing sludge disposal method. See the attached requirements for Sludge Disposal Report B.

-Sludge disposal by Beneficial Use of Sludge. Attached is SCDHEC approval letter or program approval dated . If no previous approval has been granted on the disposal method, then please include a detailed report on the existing sludge disposal method. See the attached requirements for Sludge Disposal

.Report C.

IL Proposed Facilities:

-Lagoon or other facility with no routine sludge disposal. Please attach a letter that addresses the approximate schedule for sludge removal and address the anticipated disposal method (note that the proposed sludge disposal method must be approved by the Department prior to initiation).

- Sludge disposal at another wastewater treatment facility. Please include a detailed report on the proposed sludge disposal method. See the attached requirements for Sludge Disposal Report A.

-Sludge disposal at a landfill. Please include a detailed report on the proposed sludge disposal method. See the attached requirements for Sludge Disposal Report B.

- Sludge disposal by Beneficial Use. Please include a detailed report on the proposed sludge disposal method.

See the attached requirements for Sludge Disposal Report C.

Send this form and the appropriate disposal report (if applicable) with your NPDES or ND permit application.

ALSO SEE ATTACHED INSTRUCTIONS July 1. 1998

Duke Energy Corporation Catawba Nuclear Station NPDES Permit Renewal Sludge Disposal At A Landfill: Sludge Disposal Report B A. Sludge Generator

1. Name - Duke Power Company, Catawba Nuclear Station

2. Address - 4800 Concord Road, York, SC 29745

3. Phone Number - 803-831-3000 4 County - York

5. NPDES Permit Number - SC0004278

6. Plant capacity (MGD)

Conventional Waste System = Design Maximum of 2.88 MGD Sanitary Waste System = Design Base of 0.080 MGD

7. Amount of sludge generated per year (dry weight tons)

Conventional Waste System = Varies with facility operation - average of 9000 pounds per year.

Sanitary Waste System =0

8. Size, description, and location of sludge storage Conventional Waste System - Sludge is not stored. When accumulated sludge within the system reaches a volume that requires processing, that portion of the system is isolated and the sludge removed. The removed sludge may require drying or processing to remove free water prior to disposal in the landfill.

Immediately after processing or drying, the sludge is placed in the permitted landfill.

Sanitary Waste System - Sludge is not stored.

9.1 Amount of stockpiled sludge and sludge age As stated above, sludge is not stored or stockpiled. Sludge depth is monitored in the treatment systems. When the accumulated sludge warrants removal from the Conventional Waste system, it is disposed in the permitted landfill immediately upon completion of drying or processing to remove the water.

Catawba Nuclear Station NPDES Permit SC0004278 Sludge Report B 3/1/00 Page 1 of 3

10. Description of sludge treatment (sludge must be stabilized). Process to Significantly Reduce Pathogens (PSRP), if any. Process to Further Reduce Pathogens (PFRP), if any.

The Sanitary Waste System does not produce large amounts of sludge due to the process used for treatment. However, any treatment is not one hundred percent effective in eliminating sludge and at some point in the future it may be necessary to remove accumulated volumes in certain portions of the system. As approved in our Sludge Management Plan, which was submitted to SCDHEC on December 12, 1992, if this situation arises Duke Power will seek approval on a case by case basis for the proper treatment and disposal of this type sludge.

11. Current method of sludge disposal The SCDHEC approved Sludge Management Plan is attached. This plan was required by the NPDES permit issued on September 15, 1992. The plan describes the routine sludge generation for the facility and the disposal methods. The permitted site landfill, IWP - 463303 - 1601 (formerly IWP - 192), is approved to accept the routine sludge generation from the conventional waste system generated at the facility (copy attached).

12. Letter of acceptance from an official of the landfill accepting the sludge for disposal Approval has been sought and obtained from SCDHEC to dispose of sludge in the permitted site landfill. Catawba Nuclear Station has no arrangements with any other landfill to accept sludge generated at the facility.

13. Amount of sludge transported, reported in dry tons per year Sludge removal from the Conventional Waste System occurs every 4 to 5 years.

The sludge is dewatered on site and transported to the site landfill. The average dry weight of the sludge is 42,000 pounds.

14. Estimated percent solids and total liquid volume A vendor using a SCDHEC approved water removal process presses sludge from the Conventional Waste System. The final waste product is subjected to the Paint Filter Test to ensure acceptable levels of free liquid prior to burial in the permitted landfill.

Catawba Nuclear Station NPDES Permit SC0004278 Sludge Report B 3/1/00 Page 2 of 3

B. Sludge Analysis Information

1. TLCP toxicity results with acceptable ignitability, corrosivity, and reactivity lab report or rational to demonstrate the non-hazardous nature of the sludge. For existing facilities, a statement that no change in sludge constituents has occurred since the last EP or TCLP toxicity test and provide a copy of the latest test results.

There has been no change in the sludge constituents since the last TCLP that was conducted during September 1995 (results attached).

2. Name, address, and phone number of the certified lab conducting the analysis General Engineering Laboratories PO Box 30712 Charleston, SC 29417 (803)556-8171

3. Other compounds required by NPDES or ND permit or present in effluent to treatment plant All chemical constituents are identified in the application narrative section attached to Form 1 and in the analysis results documented in Form 2C.

Catawba Nuclear Station NPDES Permit SC0004278 Sludge Report B 3/1/00 Page 3 of 3

Duke Energy Corporation Catawba Nuclear Station NPDES Permit Renewal Sludge Disposal At A Landfill: Sludge Disposal Report B Attachment 1 Sludge Management Plan Catawba Nuclear Station NPDES Permit SC0004278 Sludge Report B 3/1/00 Attachment 1

Duke Power Company GenerationServices Department 13339 Hagers Ferry Road Huntersvile, NC 28078-7929 1a. DUKE POWER December 17, 1992 To: Mr. Robert Knauss Enforcement Division Bureau of Water Pollution Control South Carolina Department of Health and Environmental Control 2600 Bull Street Columbia, SC 29201

Subject:

Catawba Nuclear Station NPDES Permit No. SC0004278 Waste Water Treatment Systems Sludge Management Plan File: CN-702.13

Dear Mr. Knauss:

As required by Part III Item 10 page-29 of 31 of the subject NPDES permit, attached is the sludge management plan for Catawba Nuclear Station's NPDES waste water treatment facilities. If there are any changes to this plan Duke Power Company will notify you.

Please advise (704) 875-5970 -if you have any questions or need additional information.

Sincerely, Robert R. Wylie- Engineer Environmental Division Duke Power Company cc: Timothy Eleazer - DHEC Columbia Office Al Williams - DHEC Catawba District Cheryl Peed - Catawba Nuclear Station.

Page lof 2 CATAWBA NUCLEAR STATION SLUDGE MANAGEMENT PLAN INTRODUCTION This plan identifies the various sludges, mud and oils that are removed from NPDES treatment systems and are required. to be disposed of by rules and regulations of the Bureau of Solid and Hazardous Waste Management. At Catawba Nuclear Station sludge and/or mud is removed from the conventional waste water treatment system, the cooling towers and miscellaneous sumps. Sludge may eventually be remove from the domestic sewage treatment system at which time appropriate DHEC approvals will be requested and the removal will occur in accordance with DHEC rules and regulations.

Chemical metal cleaning sludge is presently not generated at Catawba Nuclear Station.

CONVENTIONAL WASTE WATER TREATMENT SYSTEM Approximately every eighteen months dewatered sludge is removed from the conventional waste water treatment system. This sludge is dewatered by a vendor and disposed of in the on-site landfill in accordance with the vendor's construction permit and the landfill's permit (#IWP-192), respectively. Additionally if the sludge is determined to have measurable levels of radionuclides that are due to the facility's operation , then approval is also obtained from the DHEC Bureau of Radiological Health prior to the disposal operation.

COOLING TOWER SYSTEM During refueling outages the cooling tower system is dewatered and mud is normally needed to be removed. This occurs approximately every fourteen months' for each of the two units. This mud is primarily removed from distribution flumes.. The disposal is conducted in accordance with the special conditions as outlined in the landfill permit (#IWP-192).

YARD DRAINAGE COLLECTION SYSTEM The yard drainage collection system periodically needs sand and mud

-to be removed. This material is removed by use of a vacuum truck and placed upland in areas that will minimize any runoff to Lake Wylie.

MISCELLANEOUS The potential exists for sludge to accumulate in various sumps at the site. This sludge may periodically need to be removed to prevent its buildup or'if a special maintenance activity such as coating of the walls is to occur. Prior to the sludge being disposed of it will be characterized either by knowledge or analytically and then as appropriate approval for its disposal will

.be sought.

Page 2 of 2 OIL COLLECTION

• An oil coalescing unit is utilized to aid in preventing oil from entering the service building sump. The oil that is collected in the oil coalescing unit's collection tank is drained and sent off site for fuel usage. If oil does reach a treatment system is it is removed with oil absorbent material and disposed of as approved by DHEC.

Duke Energy Corporation Catawba Nuclear Station NPDES Permit Renewal Sludge Disposal At A Landfill - Sludge Disposal Report B Attachment 2 Site Landfill Permit Catawba Nuclear St ation NPDES Permit SC0004278 Slud ge Report B 3/1/00 AAttachment 2

I

/ /

I.-' SouDt Carolina Coinw"Slonr. Qotiglas E~ Bryant

/ DIIEC I O20aBt of Health snd ECioumbental Control BoaccL Richard E. Jabbour, 00 Chemwan Robert J. Stipllng, Jr. Vice Charmran Sandra J. MoUnder, Secretary WNW* E Applegate, ((k John . Burriss Tony Graham. Jr., MD John a Pate, MD 2600 Bull Street. Columbia. SO 29201 Promoting Health, Protecting the Environment OFFICE OF ENVIRONMENTAL QUALITY.CONTROL BUREAU OF SOLID AND HAZARDOUS WASTE MANAGEMENT INDUSTRIAL WASTE PERMIT IWP-192 Date of Reissue:November 1, 1993 Effective Date:December 1, 1993 Permission is hereby granted to:

Name of Facility: Duke Power Company Address: P.O. Box 1007 Charlotte, NC 28201-1007 Supervisor: Chuck Denny Phone: (8031 831-3676 for the operation of an on-site industrial waste landfill located approximately seven (7) miles north of the city of Rock Hill on Road #1132.

This permit is issued pursuant to Sections 44-96-10 et sea.,

48-1-10 et seg. and 44-1-140 (11) of the 1976 South Carolina Code of Laws, as amended, and South Carolina Rule(s) and Regulation(s)

R. 61-70, including the Permitting Protocol approved by the SC DHEC Board on March 11, 1993. The authority granted hereunder is subject to the requirements of the aforementioned laws and regulations and the attached conditions.

William W. Culler, P.E., Director Division of Solid Waste Management Bureau of Solid and Hazardous Waste Management This permit is non-transferable and is the property of the Bureau of Solid and Hazardous Waste Management and must be surrendered on demand.

If the permit is appealed, the effective date of the permit will be revised as necessary. Any request for review or appeal of this permit must be served in person or by mail within fifteen (15) days of the date of issuance, on:

The Board of Health and Environmental Control office of the Commissioner 2600 Bull Street TiR't

• i

• Columbia, South Carolina 29201 (803) 734-4880

., (eCyCkdp4pe(

Catawba Nuclear Station Landfill IWP-192 A. General IWP Permit Conditions

• 1. The Permittee shall adhere to the approved design plans and specifications and operational plan, revised on June 27, 1988 and with revisions dated September 24, 1991, unless permit conditions state otherwise.

.2. This permit is limited to the disposal of the following waste(s): inert construction debris, paper, cans, wood, plastic, dunnage, conventional industrial wastewater treatment sludge, cooling tower sludge, sanitary wastewater treatment sludge, asbestos material, non-hazardous oil and hydraulic oil materials spilled, such as rags, soil and absorbent, sandblasting material, alumina, non-radioactive carbon, slightly radioactive carbon, exhausted KG resin, boric acid, borax; acid, caustic and glycol spill clean-up materials; silica gel, powdered anion hydroxide resin, and powdered cation ammonia resin.

3. It is the Permittee's responsibility to ensure that no other waste is disposed at this site. If the Permittee determines the need to dispose of any waste other than that listed in permit condition two (2), prior written approval must be obtained from the Bureau of Solid and Hazardous Waste Management. Each request shall be made in writing to the attention of: Manager, Waste Assessment Section, cc:

Director, Solid Waste Management.

• 4. All waste shall be covered daily with a minimum of six (6) inches of clean soil with the exception of sandblasting material and cooling tower sludge. Cooling tower sludge shall be covered at a minimum of once a week.

5. Should a disposal area become inundated or have measurable water contained, steps must be taken to remove this water before continuing disposal of waste.

6. This permit will be subject to an environmental compliance review at least once every 5 years.

November 1, 1993 Page 1 of 8

B. Groundwater Permit Conditions l1) GROUNDWATER DETECTION MONITORING SYSTEM The Permittee shall maintain a groundwater detection monitor ing system consisting of a sufficient number of wells, installed at appropriate locations and depths to yield representative groundwater samples from the hydrologic units underlying the site.

.a) Monitoring well(s) shall be maintain hydraulically upgradient from the waste management area with numbers, locations, and depths sufficient to yield groundwater samples that are representative of background groundwater quality in the uppermost aquifer, and not affected by the facility.

,b) Monitoring wells shall be maintain hydraulically downgradient from the waste management area with numbers, locations, and depths sufficient to promptly detect any statistically significant degradation of groundwater quality in the uppermost aquifer.

• c) The monitoring system shall be continuously maintained in such a manner as to yield samples representative of the quality of groundwater immediately upgradient and downgradient of the waste management area.

.d) The Permittee shall construct monitoring wells and maintain monitoring well integrity in accordance with R.61-71 and the well construction specifications in the permit application. In addition, each monitoring well shall be properly labeled with a permanent identification plate constructed of a durable material secured to the well casing or surface pad where it is readily visible.

.e) The Permittee shall maintain groundwater monitoring wells designated MW-lA, MW-2, MW-3, and MW-4. If the Permittee determines or is notified by the Department that the groundwater monitoring system no longer satisfies the minimum requirements for the number, location, construction, or integrity of wells, pursuant to permit condition 1, (e.g., structurally damaged wells, dry wells, wells no longer upgradient or downgradient, etc.)

the Permittee shall:

• i) Notify the Department in writing within seven (7) days of evaluating data, but no later than sixty 60 days after collecting groundwater monitoring data, that the monitoring system no longer satisfies permit conditions; November 1, 1993 Page 2 of 8

" ii) Submit to the Department in writing a complete proposal to upgrade the monitoring well network within thirty (30) days of notification from the Department, but no later than ninety (90) days after collecting groundwater monitoring data; and

" iii) Complete installation of additional well(s) necessary to achieve compliance with permit conditions within 60 days of receiving approval from the Department.

.2) ROUTINE GROUNDWATER MONITORING The Permittee shall perform routine monitoring of groundwater quality and elevation conditions to determine if waste disposal activities are affecting groundwater quality at the waste management area.

.a) The Permittee shall perform groundwater monitoring according to the constituents in attachment I for all wells that are determined to be components of the groundwater network and any other well(s) deemed necessary by the facility or the Department to uphold the intent of this permit. The permittee shall ensure that groundwater monitoring is conducted semi-annually in accordance with the schedule presented in section 6a of these permit conditions.

b) The Permittee must determine during each sampling event the elevation of the groundwater surface in each well.

Elevations must be determined on the same day that samples are collected.

,c) The Permittee shall collect, preserve, and analyze groundwater samples pursuant to a revised sampling and analysis plan to be submitted within 90 days of issuance of this permit and any subsequent modifications required by the Department.

3) DATA EVALUATION The Permittee shall evaluate all groundwater quality and water level elevation data to determine if the waste management area is impacting groundwater.

a) The Permittee must submit a plan for statistically evaluating groundwater quality data generated by the facility. In addition, the plan should be capable of determining if a statistically significant impact to groundwater has already occurred. This plan must be submitted within 90 days of issuance of this permit.

November 1, 1993 Page 3 of 8

b) The Permittee should ensure that the groundwater flow rate and direction are evaluated by a qualified groundwater professional each time samples are collected.

This evaluation should be used to determine whether the groundwater monitoring requirements under permit condition 1 continue to be met. A summation of the results of this semi-annual evaluation must be supplied in the annual report specified in permit condition 6b.

.&4) ASSESSMENT OF GROUNDWATER IMPACT

.a) If statistical evaluation of the monitoring data indicates that a statistically significant change in groundwater quality has occurred, and said significant change has not been or currently is not being addressed through a condition of this permit, the Permittee shall,

,i) Notify the Department within seven (7) days of making the initial determination that a significant trend or significant difference over background exists.

- ii) Submit to the Department within thirty (30) days of notification, a preliminary report which addresses the potential for detrimental impact to human health and the environment as a result of the statistically significant change. The report should indicate whether additional assessment and\or corrective actions are warranted.

% b) If routine monitoring indicates that a constituent exceeds the standards established in R.61-68 (Water Classifications and Standards System), and said exceedance is not currently being addressed through a condition of this permit, the Permittee shall,

• i) Notify the Department in writing within seven (7) days of making that determination.

iii) Immediately resample the monitoring well(s) in question to determine the validity of the data, and submit the results no later than sixty (60) days after the date of the resampling event.

c) If a statistically significant change indicates that further assessment is warranted, as outlined in section a) of this permit condition, or an exceedance of a standard or the detection of an attachment I parameter with no standard above background concentrations is confirmed, the Permittee shall, November 1, 1993 Page 4 of 8

• i) Submit to the Department within ninety (90) days of verification of possible groundwater impact, a plan prepared by a qualified groundwater professional, to conduct a groundwater quality assessment.

,ii) Within ninety (90) days of approval of the assessment plan, initiate the first phase of the plan; submit a preliminary report identifying the source, migration rate, extent, and severity of the contaminant plume; and. submit a plan for any additional assessment work required.

.iii) Upon completion of the approved groundwater quality assessment, submit a report which details the findings of the groundwater quality assessment and makes recommendations toward further assessment and\or corrective action.

.5) CORRECTIVE ACTION Upon completion of the groundwater quality assessment and verification of groundwater contamination, the Permittee must submit a corrective action plan to address groundwater quality.

.a) The Permittee must submit a plan for corrective action based on the findings of the groundwater quality assessment.

'b) The Permittee must implement the corrective action plan within 90 days of approval by the Department.

Additionally, the Permittee must establish and implement a groundwater monitoring program to demonstrate the effectiveness of the corrective action program.

.c) The Permittee must continue corrective action measures to the extent necessary to ensure that the groundwater standards are not exceeded for a period of at least three consecutive years.

1d) The Permittee must submit semi-annually to the Department a report which discusses the effectiveness of the corrective action program.

4e) If the Permittee or the SCDHEC determines that the corrective action program no longer satisfies the requirements of permit condition 5, the Permittee shall within 90 days of that determination submit a proposal to make appropriate changes to the program.

November 1, 1993 Page 5 of 8

6) REPORTING

%a) The Permittee shall analyze groundwater samples for the constituents in Attachment I and submit these groundwater data on a semi-annual basis in accordance with the following schedule:

SamplinQ Period Submittal Due Date October-December groundwater data January 15 April-June annual report with July 15 groundwater data

,.b) The Permittee shall submit an annual report signed by a qualified groundwater professional summarizing the semi annual determinations of groundwater flow direction and rate as required by permit condition 3b. The annual report shall be submitted in accordance with the submittal schedule presented in Permit condition 6a. The annual report shall also include the groundwater monitoring data for both semi-annual monitoring events from the previous year and the semi-annual statistical analysis that has been performed on these data. In addition, the report shall make a determination as to whether the monitoring well network continues to meet requirements of Permit Condition 1.

,c) The established background values and the data collected by the implementation of the groundwater monitoring program as specified by this Permit shall be submitted to the SCDHEC, Bureau of Solid and Hazardous Waste Management, Division of Hydrogeology, Solid Waste Section and to the Regional Hydrologist in the Catawba District Environmental Quality Control Office in Lancaster S.C..

November 1, 1993 Page 6 of 8

C. Closure/Post Closure Care Permit Conditions

1. The Permittee is responsible for submitting a closure plan within ninety (90) days of reissuance of this permit, which outlines the activities necessary to close the landfill in a manner that minimizes the release of contaminants.

Final cover must be applied during the closure period to any surface which represents the final grade of the landfill. Testing of the in-place compacted clayey cover material is required and a South Carolina Professional Engineer must. certify that the required permeability has been achieved. The type of vegetation selected to be placed on the closed out areas needs to be documented for its erosion control properties. Final cover shall be placed over any completed section of the fill within one hundred eighty (180) days following the final placement of solid waste within that portion.

2. The Permittee is responsible for submitting a detailed Post Closure Care Plan, within ninety (90) days of reissuance of this permit, which outlines the activities necessary to maintain a properly closed out landfill. Post Closure Care shall be conducted for a period of thirty (30) years unless a variance is applied for and obtained by the Permittee.

The Permittee is responsible for inspecting and maintaining an adequate cap, gas monitoring and drainage system for the Post Closure Care Period. This plan shall provide a schedule indicating when the ,cap, gas monitoring and drainage system will be inspected, a discussion about how each will be inspected, and a contingency plan that discusses what action will be taken if failure occurs at any one system.

3. The Permittee is responsible for submitting a detailed Post Closure Care Plan within ninety (90) days of reissuance of this permit, which outlines the activities to be performed to ensure that an adequate groundwater monitoring system is in place at the time of closure for post closure monitoring of the waste management area. Post Closure Care shall be conducted for a period of thirty (30) years unless a variance is applied for and obtained by the Permittee.

The Permittee is responsible. for inspecting and maintaining an adequate groundwater monitoring system for the Post Closure Care Period. This plan needs to describe in detail the activities to be performed to ensure that an adequate groundwater monitoring system is November 1, 1993 Page 7 of 8

in place at the time of closure for post-closure monitoring of the waste management area. This plan shall specify the wells to be monitored, and the parameters to be monitored.

D. Special Permit Conditions

1. The future renewal of this permit will be contingent upon the receipt of updated analysis on all appropriate waste streams.

If any change occurs in any of Duke. Power's waste generating processes within the duration of this permit, Duke Power Company must notify the Catawba EQC District Solid Waste manager Immediately.

• 2. Duke Power Company is granted approval to receive asbestos-containing waste materials, and shall comply with the requirements of National Emissions Standards for Hazardous Air Pollutants (NESHAP), 40 CFR 61.154; AND no waste containing or contaminated by friable asbestos materials shall be accepted for disposal without prior written approval of the Bureau of Air Quality Control, Department of Health and Environmental Control, 2600 Bull Street, Columbia, SC 29201.

,3. Approval must be granted by the Department's Division of Radioactive Waste management for the disposal of any low level radioactive waste.

• 4. A minimum buffer zone of five (5) feet must be maintained between the seasonal high water table and/or bedrock and any "waste considered radiologically contaminated.

5. Duke Power Company is responsible for routine maintenance of the drainage ditch if the buildup of siltation or debris deposits has occurred, i.e. yearly.

6. Sludges listed in General Permit Condition 2 must pass the Paint Filter Liquids Test prior to disposal in the landfill.

-7. Spill clean-up materials listed in General Permit Condition two (2) must be contained, neutralized and solidified prior to disposal in separate areas of the landfill.

November 1, 1993 Page 8 of 8

ATTACHMENT 1 Frequency Parameter Semi-Annually .pH (field & lab) std.units;

-specific conductance (field umhos/cm);

xtotal organic carbon mg/l;

-water level tenth/feet;

.chloride mg/l;

.sulfate mg/l;

-total nitrate (N) mg/l; Gamma Spectro7Jopy tritium Annually .arsenic ug/l;

-barium ug/l;

.cadmium ug/l;

-chromium ug/l;

-lead ug/l;

-mercury ug/l;

-selenium ug/l;

.silver ug/l

Duke Energy Corporation Catawba Nuclear Station NPDES Permit Renewal Sludge Disposal At A Landfill - Sludge Disposal Report B Attachment 3 TCLP Results Catawba Nuclear Station NPDES Permit SC0004278 Sludge Report B 311/00 Attachment 3

. 44.o.v GENERAL ENGINEERING LABORATORIES tAbwtya*do Meeting today's needs with .S a visionfor tomorrow. TATE GEL EPI F,L E871567294 E07472=7458 NPC 233 C 10120 10582 T* 02934 CERTIFICATE OF ANALYSIS W VA 001 9998 2739 Client: Duke Power

.1339.Hagers Feny Road Huntersville. North Carolina 28078

Contact:

Ms. Penny Franklin cc: DUP000191 Report Date: September 29, 1995 Page I of 3 Sample ID :34714 Lab ID :9509269-01 Matrix . TCLP Date Collected :09/12/95 Date Received  : 09/14/95 Priority  : Routine Collector  : Client Parameter Qualifier Result Units Method Analyst Date Time Batch u

Vb* t iaui VI*

TCLP Volatile Compounds- Il items 1.1-Didiloroethylene < 0 .0700 mg/ EPA 8240 RMB 09/20195 1656 72924 1,2-Didhloroethane < 01.0500 mg/l EPA 8240 1,4-Dichlorobenzene < 0.750 mg/i EPA 8240 2-Butanone < 20.0 mg/ EPA 8240 Benzene < 1.0500 mg/ EPA 8240 Carbon Tetracidoride < C1.0500 mg/ EPA 8240 10.0 mg/i EPA 8240 Chlorobenzene <

Chloroform < 0.600 EPA 8240 Tetrachloroethylene < C1.0700 mg/ EPA 8240 Trichloroethylene < ().0500 mg/l EPA 8240 mg/i EPA 8240 Vinyl chloride < (1.0200 Extractable Organics TCLP Acid Compounds- items 40.0 mg/I EPA 8270 HNM 09t21195 1123 72874 Z4.5-Trichlowphenol <

0.200 mg/i EPA 8270 2,4,6-Trfihlorophenol <

10.0 mg/1 EPA 8270 Pentachorophenol <

m.p-Cresol < 20.0 mg/ EPA 8270 o-CresoI < 20.0 EPA 8270 TCLP BRse/Neutral Compounds- 6 items mg/i mg/I 2,4-Dinitrotoluene < 0.130 mg/ EPA 8270 Hexachlorobenzene < 0.130 EPA 8270 Hexachiorobutadiene < 0.100 mg/ EPA 8270 Hexaciloroethane < 0.3O0 mg/l EPA 8270 Nitrobenzene < 0.200 mg/i EPA 8270 Pytidine < 0.500 mg/i EPA 8270 TCLP Herbicides- 2 itims Z4.5-TP < 0.100 mg/l EPA 8150 modified JLS 09f25/95 1353 72903 2.4-D < 1.00 mg/l EPA 8150 modified TCLP Pesticides- 6 iems IN1IIINI 10111111 1 1111 111 P 0 Box 30712 *Charleston. SC 29417 -(803) 556-8171 "Fax (803) 766-1178 *9509269-01*

,7 I'rhucd ,q *¢¢ I'..

1 1'q*.r.

u0*

GENERAL ENGINEERING LABORATORIES Lzbadkwty *caW,"d Meeting today's needs with a vision for tomorrow. TATE GEL En' L E9715687294 E87472/7458 NC2 233 C 10120 10582 N* 02934 VrA 00151 CERTIFICATE OF ANALYSIS Client: Duke Power 1339 Hagers Feny Road Huntersville, North Carolina 28078

Contact:

Ms. Penny Franklin cc: DUP000191 Report Date: September 29, 1995 Page 2 of 3 Sample ID :34714 Parameter Qualifier Result Units Method Analyst Date Time Batch Chiordane 0.0125 mg/ EPA 8080 MAA 09122/95 0914 72902 Endrin 0.00300 mg/I EPA 8080 MAA 09=22,95 0914 72902 Heptachior & Hep. Epoxide 0.000800 mg/ EPA 8080 Methoxychlor 1.00 mg/I EPA 8080 Toxaphene 0.0500 mg/I EPA 8080 gamma-BHC 0.0400 mgi EPA 8080 Metals Analysis Silver < 0.500 mg/ EPA 6010A JSS 09/21/95 1323 72926 Arsenic < 0.500 mg/i EPA 6010A Barium < 10.0 mg/I EPA 6010A Cadmium < 30.100 mg/l EPA 6010A Chromium < 0.500 mg/i EPA 6010A Lead < 0.500 mg/l EPA 6010A Selenium < 0.300 mgA EPA 6010A Mercury < 0.0200 mg/I EPA 7471 BBI 09/221)5 1129 72921 The following prep procedures were performed:

GCJMS Acid Compounds EPA 3500/3520 MEB 09/19/95 2300 72874 GCIMS Base/Neutral Compounds EPA 3500/3520 MBB 09119/95 2300 72874 Herbicides EPA 8150 JHM 09/20,95 1545 72903 Pesticides EPA 3500(3520 JHM 09t20195 1540 72902 ICP EPA 3005 FGD 09120,95 1800 72926.

Mercuy EPA 7470 KIA 09/2095 1600 72921 TCLP Extraction - Sernivolatiles EPA 1311 I, 09/18/95 2045 72772 TCLP Extraction - Volatiles EPA 1311 JL 09/18/95 2230 72773 TCLP Prop for Metals EPA 1311 JL 09/18/95 2045 72774 P 0 Box 30712 -Charleston. SC 29417 *(803) 556-8171 "Fax (803) 766-1178*9509269.01*

, GENERAL ENGINEERING LABORATORIES IAberatoryCarwicauoaus Meeting today's needs with a vision for tomorrow. EPI Sl rATE GEL E87156197294 E&7472187459 S233 "S1N 10120 02934 10582 m1 CERTIFICATE OF ANALYSIS VA ooM Client: Duke Power 1339 Hagers Fery Road Huntersville, North Carolina 28078 Conta= Ms. Penny Franklin cc: DUPO00191 Report Date: September 29,1995 Page 3 of 3 Sample ED :34714 Parameter Qualifier Result Units Method Analyst Date. Time Batch This data report has been prepared and reviewed in accordance with General Engineering Laboratories standard operating procedures. Please direct any questiopý to your Project Manag~r4ob q v(I 1556-8171.

P 0 Box 30712 "Charleston. SC 29417 "(803) 556-8171 'Fax (803) 766-1178*9509269_01*

Form 35226 (R6-9?)

CHAIN I OF OF CU: USTODY RECORD DUKE POWER COMPANYCH *ND Laboratory Services MNS Bldg. # 7405 13339 Ha ers Ferry Road (MG03A1) ANALYSIS RE"QUEST FORM

• 0 8ýýOh Huntersvil1e8 NC 28078 LS CLIENT 6ONTACT/PHONEI: ,--. ,

lIUb ivM r-*KL -t*Cv "m s-lI'I* 12 CLIENTP: tI.LLb(-,. , ( ANALYSES REQUESTED by bottle type-MUST NOTE PRESERVATIVE Project Name':

• 6,* P* p .- . s i" (tly. Po*u,;-. (may note special DL or Method)'*

Results to/Phone': WL-i - 3 49-.- 1-3*."

Address and/or PROFS': P* A., ¢-'CA2 ) Q F.-. Y60 ,&c .1 Matrix (type of samples)/QC Level': I "o1'41 qJ SAM No.: V Q)

V I III

-Y Collected using NumPbe Sample Description sampling Instructions I, FRAC Number or 9 ID10 Date Time Name V _

-- -"l" Sample Preserved 0 Yes C3 No Total #o ape" Name: TraonlRqetd' Delivered by'6: Delivered by. Delivered by: 7unrouTlqetdl Date/Time: Date/Time: I!_

Date/Tme: - *dRoutin 0 -E Rush g (2 weeks)

Received by: Received by: Rcve

• Vy 6.7 0,'Date Results Requested 7

Comments"  :

"*See Ins, )ons on back of form. ) )

18 la~k4... *. *o-._ I Q =Ioo Olrd -- Ilont Cnnv

Duke Energy Corporation Catawba Nuclear Station NPDES Permit Renewal Summary of Requested NPDES Changes

1. Outfall 001 1.1 Modify average flow from 73.6 MGD to 70.2 MGD based on 5-year data.

2. Outfall 002 2.1 Delete the requirement to perform Biochemical Oxygen Demand testing.

Data supporting this request is attached.

2.2 Modify the Oil & Grease analysis from 2/month to 2/year. Data supporting this request is attached.

2.3 Modify the Total Suspended Solids analysis from 2/month to 2/year. Data supporting this request is attached.

2.4 Modify average flow from 1.29 MGD to 1.41 MGD based on 5-year data.

3. Outfall 003 3.1 Modify the Total Residual Chlorine analysis from 1/week to I/B, where B

= 1/week when chlorine is in use.

3.2 Modify the Total Suspended Solids analysis from 1/month to 2/quarter.

Data supporting this request is attached.

3.3 Modify the Carbonaceous Biochemical Oxygen Demand analysis from 1/month to 1/quarter. Data supporting this request is attached.

3.4 Modify the Fecal Coliform analysis from 1/month to 1/quarter. Data supporting this request is attached.

3.5 Modify the Dissolved Oxygen analysis from 1/week to 1/quarter. Data supporting this request is attached.

3.6 Modify the average flow from 0.035 MGD to 0.028 MGD.

4. Part ILL. A. - Other Requirements 4.1 Modify IIl.A.8 to delete the following waste stream from the maintenance chemical requirements: recirculating cooling water.

4.2 Delete llI.A. 14 requirement to perform toxicity testing during the first two weeks of the quarterly monitoring period so that toxicity testing may be performed at any time during the quarter.

Catawba Nuclear Station NPDES Permit SC0004278 Permit Changes Requested 3/1/00 Permit Renewal Application Page 1 of 1

rOMOTE PROSPER PROTECT South Caolina Department of Health and Environmental Control NationalPollutantDischarge Elimination System Permit for Discharge to Surface Waters This Permit Certifies That Duke Energy Corporation Catawba Nuclear Plant has been granted permission to discharge from a facility located at Newport South Carolina.

York County to receirving waters named Lake WyUe

i. "new fluent ,

... sMonitoring rev*rnenmts and other contions set forth Pas i L IL a o. S per i Act of South Caroina (S.C. Code Sectons 48-1-10 pwisionsof t Polldm Contro th si ofCtFeealCean War Act etse. 1976), Regulaion 61-9 and with (PL 92-500), as arncd 33 U.S.C. 1251 et seq., ft -Act.

" Marion F. Sadler, Jr., DireTr Industrial, Agricultural, and Storm Water Permitftng Division Bureau of Water Issued: September 29, 1997 Expires: September 30, 2000 Effective: November 1, 1997 Permit No.: SC0004278 I

A. FLUENT LIMITATIONS AND MONITORING REQUt MENTS

1. During the period beginning on the effective date of this permit and lasting through the expiration date, the permittee is authorized to discharge from outfall(s) serial number(s) 001: once through cooling water, nuclear service water, cooling tower blowdown (discharged via internal Outfall 005) and liquid radiological wastes (treated and discharged via internal Outfall 004) to Lake Wylie.

Such discharge shall be limited and monitored by the Permittee as specified below:

DISCHARGE LIMITATIONS MONTrag RwQmEMEiNrS EFFLUENT CHARACTERISTICS Other Units (Specify)

Daily Weekly Monthly Daily Measurement Sample Aveao verge Avergg Maximum Frequency MR MR Daily ContinuousA Flow-m3/day (MGD) 0.011 mg/i 0.019 mg/l l/week Multiple Grab:

Total Residual Chlorine (TRC)r 4.3 mg/I l/occurrence Grab Nitrite (NO2) MR MR Daily Continuous Intake Temperature *C(*F) MR MR Daily Continuous Discharge Temperature 'C(*F) 5.60C(10.ooF )3 Daily Calculation Temperature rise (April-September) 7.8 0 C(14.0°F )3 - Daily Calculation Temperature rise (October-March)

ASee Part L, Special Condition #15 MR = Monitor and Report Based on.&flow of*737-M, "7 0A(')

'See Part mI, Special Condition #16 & 17 Oi Vto CSee Part iMI, Special Condition #18 7 No chromium and zinc based maintenance chemicals will be allowed in the cooling tower.

2. The pH shall be monitored and reported once per week by grab sample.

3. There shall be no discharge of floating solids or visible foam Inother than trace amounts; nor, -C.0 shall the effluent cause a visible sheen on the receiving waters. ZIN

4. Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):

The intake temperature shall be monitored at or near the plant intake. All other parameters shall be monitored at or near the point of discharge from Outfall 001 prior to mixing with the receiving waters, unless otherwise specified above.

A. EFFLU .LIMITATIONS AND MONITORING REQUIREMENTS

1. aring the period beginning on the effective date of this permit atL .asting through the expiration date, the permittee is authorized to discharge from outfall(s) serial number(s) 002: low volume wastes, miscellaneous dilute wastewater, and chemical metal cleaning wastes to Lake Wylie.

Such discharge shall be limited and monitored by the Permittee as specified below:

EFFLUENT CHARACTERISTC DISCHARGE LIMITATIONS MONITORING REQT IREMENTS (bs/day) Other Units (Specify)

Monthly Daily Monthly Daily Measurement Sample "Av Maximum A Maximum Frequeny T=

Flow-m3/day (MGD) - - MR MR l/week InstantaneousA Total Residual Chlorine (TRC)'. - - 0.011 mg/l 0.019 mg/l I/c Grab Bieleimte.*l........A eD...l (5--ay) MR .i.,'tnllMR a..

Oil and Grease - 15 mg/l 20 mg/i -2fnthl - , IY', Grab Total Suspended Solids - 30 mg/i 100 mg/l e2/-month-- ;t/ Lr" Grab' Copper, total - 0.0125 mg/i 0.0125 mg/l 1/r Grab Iron, total - 0.645 mg/l 0.645 mg/l l/D Grab Hydrazine - - - 0.077 mg/l 1/3 Grab Nitrite (NO 2) - - - 4.3 mg/l 1/3 Grab ASee Part III, Special Condition #15

• See Part 11, Special Condition #16 cAfter treatment with hypochlorite has occurred in a WC pond, sampling for TRC shall be conducted once per day over a two day period during discharge from the WC pond. ,.

DSampling shall be conducted once per chemical metal cleaning occurrence of discharge of these substances through Outfall 002 but need not be more than twice per month.

tSampling shall be conducted once per occurrence of discharge of these substances through Outfall 002 but need not be more than twice per month.

Based on an average flow of. 2 M 4 f~ i. MR = Monitor and Report IB

2. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored and reported once per week by grab sample.

0

3. There shall be no discharge of floating solids or visible foam in other than trace amounts; nor, shall the effluent cause a visible sheen on the receiving waters.

4. Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s): at the point of discharge from the conventional waste treatment (WC) system but prior to mixing with the receiving waters.

NT LIMITATIONS AND MONITORING REQUIRENV TS (

A. EFFM

1. During the period beginning on the effective date of this permit and lasting through the expiration date, the permittee is authorized "todischarge 'from outfall(s) serial number(s) 003: treated sanitary sewerage to Lake Wylie.

Such discharge shall be limited and monitored by the Permittee as specified below:

EFFLUENT CHARACTERISTICS DISCHARGE LIMITATIONS MONITORING REQUIREMENTS lbs/day) Other Units (Specify)

' onthly Daily Monthly Daily Measurement Sample Maximum Avrtagz Maximum Freque=ne y =

Averago Flow-m3/day (MGD) MR MR I/month Instantaneous' Total Residual Chlorine (TRC) 0.5 mg/1 1.0 mg/l .AWeeIk11 Grab Total Suspended Solids 90 mg/l 135 mg/l _bwmonthi'qk 24Hr. Composite Carbonaceous Biochemical -- imoihmYqk. 24Hr. Composite Oxygen Demand (5-day) 25 mg/l 50 mg/l 200/100 ml 400/100ml -t-imntfr qid.. Grab Fecal Coliform Dissolved Oxygen at a minimum of 1.0 mg/l t I/q-, Grab ASee Part IMI, Special Condition #15 Bý Ortcc pr We!e-KL6A Cko;,e (I I"' LLS$:.Ar MR = Monitor and Report Based on an average flow of'O:055 MGD

2. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored and reported once per week by grab sample.

ON.

3. There shall be no discharge of floating solids or visible foam in other than trace amounts; nor, shall the effluent cause 0 a visible sheen on the'rieceiving waters.

4. Samples taken in compliance with.the monitoring requirements specified above shall be taken at the following location(s):

at the point of discharge from the sewage treatment plant prior to mixing with the receiving waters. 00

A. EFF( ENT LIMITATIONS AND MONITORING REQUIRE1V 4rSr

1. During the period beginning on the effective date of this permit and lasting through the expiration date' the permittee is authorized to discharge from outfall(s) serial number(s) 005: cooling tower blowdown via Outfall 001 to Lake Wylie.

Such discharge shall be limited and monitored by the Permittee as specified below:

EFFLUENT CHARACTERISTICS DISCHARGE LIMITATIONS MONIORING REUIREMEIS (bs/day) , Other Units (Specify)

Monthly Daily Monthly Daily Measurement Sample Avrg Maximum Ayerage Maximum Freqauency ZT Flow-m3/day (MGD) MR MR Weekly EstimateA B

0.2 mg/l 0.5 mg/l 1/week Multiple Grabs' Free Available Chlorine (FAC) -

ASee Part M, Special Condition #15 "BSee Part M, Special Condition #18 MR = Monitor and Riport No chromium and zinc based maintenance chemicals will be allowed in the cooling tower.

2. The Permittee shall annually, through monitoring or engineering calculations, certify that the other 124 priority pollutants (besides chromium and zinc) are present at no detectable amount in the cooling tower blowdown discharge as a result of the addition of cooling tower maintenance chemicals.

3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored and reported once per week by grab sample.

4. Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):

at the point of discharge from the cooling towers prior to mixing with wastewaters at Outfall 001.

PART I Page 10 of 34 Permit No. SC0004278 C. SCHEDULE OF COMPLIANCE

1. The permittee shall achieve compliance with the effluent limitations specified for discharges in accordance with the following schedules:

Not Applicable

2. No later than 14 calendar days following a date identified in the above schedule of compliance, the permittee shall submit either a report of progress or, in the case of specific actions being required by identified dates, a written notice of compliance or noncompliance. In the latter case, the notice shall include the cause of noncompliance, any remedial actions taken, and the probability of meeting the next scheduled requirement.

PART I Page 12 of 34 Permit No. SCO004278

4. Test Procedures Test procedures for the analysis of pollutants shall conform to regulations published pursuant to State Environmental Laboratory Certification Regulation 61-81 and Section 304(h) of the Act, as amended.

(Federal Register, October 16, 1973; Title 40, Chapter I, Sub-chapter D, Part 136 "Guidelines Establishing Test Procedures for the Analysis of Pollutants." Amended by Federal Register, December 1, 1976, and any other amendments that may be promulgated).

5. Recording of Results For each measurement or sample taken pursuant to the requirements of this permit, the permittee shall record the following information:

a. the exact place, date and time of sampling;

b. the dates and times the analyses were performed;

c. the person(s) who performed the analyses and the laboratory certification number where applicable;

d. the analytical techniques or methods used; and

e. the results of all required analyses.

6. Additional Monitoring by Permittee than required

"-Ifthe permittee monitors any pollutant at the location(s) designated herein more frequently by this permit, using approved analytical methods as specified herein, the results of such monitoring Monitoring shall be included in the calculation and reporting of the values required in the Discharge Report Form (EPA-3320-1). Such increased frequety shall also be indicated. Additional or accelerated monitoring may be required to determine the nature and impact of a non-complying discharge on the term environment or to determine if a single non-complying sample is representative of the long condition (monthly average).

7. Records Retention All recordsofand all records information analysis resulting performed from the monitoring activities required by this permit including and calibration and maintenance of instrumentation and recordings from years, or longer if continuous monitoring instrumentation shall be retained for a minimum of three (3) upon request, copies of requested by the Department. The permittee shall furnish to the Department, records required to be kept by this permit.

PART I Page 14 of 34 Permit No. SC0004278 (1) An influent or effluent portion collected continuously over a specified period of time at a rate proportional to the flow.

(2) A combination of not less than eight (8) influent or effluent grab samples collected at regular (equal) intervals over a specified period of time, properly preserved, (See Part I.D.4.) and composited by increasing the volume of each aliquot in proportion to flow.

If continuous flow measurement is not used to composite in proportion to flow, the following method will be used: Take an instantaneous flow measurement each time a grab sample is collected. At the end of the sampling period, sum the instantaneous flow measurements to obtain a total flow to determine the partial amount (percentage) of each grab sample to be combined to obtain the composite sample.

(3) A combination of not less than eight (8) influent or effluent grab samples of equal volume but at variable time intervals that are inversely proportional to the volume of the flow.

That is, the time interval between aliquots is reduced as the volume of flow increases.

(4) A combination of not less than eight (8) influent or effluent grab samples of constant (equal) volume collected at regular (equal) time intervals over a specified period of time, while being properly preserved.

Continuous flow or the sum of instantaneous flows measured and averaged for the specified compositing time period shall be used with composite sample results to calculate quantity.

9. Right of Entry The permittee shall allow the Commissioner of the Department of Health and Environmental Control, the Regional Administrator of EPA, and/or their authorized representatives:

a. To enter upon the permittee's premises where a regulated facility or activity and effluent source is located in which any records are required to be. kept under the terms and conditions of this permit, and,

b. At reasonable times to have access to and copy any records required to be kept under the terms and conditions of this permit; to inspect any facilities, equipment (including monitoring and control equipment), practices or operations regulated or required under this permit and sample or monitor any substances or parameters at any location for the purposes of assuring permit compliance.

PART H Page 16 of 34 Permit No. SC0004278 Toxic Pollutants Notwithstanding Part ll.A.4. above, if a toxic effluent standard or prohibition (including any schedule of compliance specified in such effluent standard or prohibition) is established under Section 3 07(a) of the Act for a toxic pollutant which is present in the discharge and such standard or prohibition is more stringent than any limitations for such pollutant in this permit, this permit shall be revised or modified in accordance with the toxic effluent standard or prohibition and permittee so notified.

6. State Laws Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties established pursuant to any applicable State law or regulation under authority preserved by Section 510 of the Act.

7. Property Rights The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of Federal, State, or local laws or regulations.

8. Severability The provisions of this permit are severable, and if any provisions of this permit, or the application of any provision of this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the remainder of this permit shall not be affected thereby.

9. Onshore and Offshore Construction This permit does not authorize or approve the construction of any onshore or offshore physical structures or facilities or the undertaking of any work in any navigable waters.

PART HI Page 18 of 34 Permit No. SC0004278

4. Transfer of Ownership or Control A permit may be transferred to another party under the following conditions:

a. The permittee notifies the Department of the proposed transfer at least thirty (30) days in advance of the proposed transfer date;

b. A written agreement is submitted to the Department between the existing and new permittee containing a specific date for the transfer of permit responsibility, coverage, and liability for violations up to that date and thereafter.

Transfers are not effective if, within 30 days of receipt of proposal, the Department disagrees and notifies the current permittee and the new permittee of the intent to modify, revoke and reissue, or terminate the permit and to require that a new application be filed.

5. Expiration of Permit The permittee is not authorized to discharge after the expiration date of this permit, unless a completed application for reissuance is submitted no later than 180 days prior to the expiration date. Permission

-may be granted to submit an application later than this, but not later than the expiration date of the SAermit. In accordance with Section 1-23-370 of the code of laws of South Carolifia, if a timely and sufficient application is made for any activity of a continuing nature, the existing permit does not expire until a final determination is made to renew or deny renewal of the existing permit.

6. Signatory Requirements All applications, reports or information submitted to the Department shall be signed and certified.

a. All permit applications shall be signed as follows:

1. For a corporation: by a principal executive officer of at least the level of vice-president or by a duly authorized representative;

2. For a partnership or sole proprietorship: by a general partner or proprietor, respectively; or,

3. For a municipality, State, Feder1 or other public agency: by either a principal executive officer or ranking elected official.

b. All reports required by the permit and other information requested by the Department shall be signed by a person described above or by duly authorized representative only if:

1. The authorization is made in writing by a person described above and submitted to the Department;

PART II Page 20 of 34 Permit No. SC0004278 APERATION AND MAINTENANCE

1. Facilities Operation

a. The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit. Proper operation and maintenance includes effective performance based on design facility removals, adequate funding, adequate operator staffing and training, and adequate laboratory and process controls as determined by the laboratory certification program of the Department. This provision requires the operation of back-up or auxiliary facilities or similar systems Dnly when necessary to achieve compliance with the conditions of the permit. Maintenance of facilities, which necessitates unavoidable interruption of operation and degradation of effluent quality shall be scheduled during non-critical water quality periods and carried out in a manner approved by the Department.

b. The permittee shall provide for an operator, as certified by the South Carolina Board of Certification for Environmental Systems Operators, with a grade equal to or higher than the classification designated in Part III.A.3. The name and grade of the operator of record shall be submitted to the Department prior to placing the facility into operation. A roster of operators associated with the facility's operation and their certification grades shall also be submitted with the name of the "operator-i-charge". Any changes in operator or operators shall be submitted to the Department as they occur.

2. Bypassing Any intentional diversion from or bypass of waste streams from any portion of wastewater collection and treatment facilities which is not a designed or established operating mode for the facility is prohibited except (a) where unavoidable to prevent loss of life, personal injury or severe property damage, or (b) where excessive storm drainage or run-off would damage any facilities necessary for compliance with the effluent limitations and prohibitions of this permit and there were no feasible alternatives to the bypass,--such as the-use of auxiliary treatment facilities or retention of untreated wastes. "Severe property damage" does not mean economic loss caused by delays in production.

3. Duty to Mitigate, Halt or Reduce Activity The permittee shall take all reasonable steps to prevent, minimize or correct any adverse impact on public health or the environment, resulting from non-compliance with this permit. Upon reduction, loss, or failure of the treatment facility, the permittee shall, to the extent necessary to maintain compliance with this permit, control production or all discharges or both until the facility is restored or an alternative method of treatment is provided.

PART HI Page 22 of 34 Permit No. SCO004278 PART MI OTHER REQUIREMENTS

1. The Permittee shall maintain at the permitted facility a complete Operations and Maintenance (0 & M)

Manual for the waste treatment plant. The manual shall be made available for on-site, review during normal working hours. The manual shall contain operation and maintenance instructions for all equipment and appurtenances associated with the waste treatment plant. The manual shall contain a general description of the treatment process(es), operating characteristics that will produce maximum treatment efficiency, and corrective action to be taken should operating difficulties be encountered.

2. The Permittee shall provide for the performance of routine daily treatment plant inspections. These inspections rethe responsblity of a certifiedoerator-of the appropriate grade as defined in Part II.C.1. The inspection shall include, but is not limited to, areas which require a visual observation to determine efficient operations and for which immediate corrective measures can be taken using the 0

& M manual as a guide. All inspections shall be recorded and shall include the date, time and name of the person making the inspection, corrective measures taken, and routine equipment maintenance, repair, or replacement performed. The Permittee shall maintain all records of inspections at the permitted facility as required by Part I.C.7., and the records shall be made available for on-site review during normal working hours.

3. The wastewater treatment plant has been assigned a classification of Group IL- in the Permits to Construct which are issued by the Department. This classification corresponds to an operator with a Grade of C-B or higher.

4. The Permittee shall maintain an all weather access road to the wastewater treatment plant and appurtenances at all times.

5. The Permittee shall continue to.maintain a Best Management Practices (BMP) plan to identify and control the discharge of significant amounts of oils and the hazardous and toxic substances listed in 40 CFR Part 117 and Tables II and II of Appendix D to 40 CFR Part 122. The plan shall include a listing of all potential sources of spills or leaks of these materials, a method for containment, a description of training, inspection and security procedures, and emergency response m'easures to be taken in the event of a discharge to surface waters or plans and/or procedures which constitute an equivalent BMP. Sources of such discharges may include materials storage areas;. in-plant transfer; process and material handling areas; loading and unloading operations; -plantsite runoff; and sludge and waste disposal areas. The BMP plan.shall be developed in accordance with good engineering practices, shll be documented in narrative form, and shall include any necessary plot plans, drawings, or maps. The BMP plan shall be maintained at the plant site and shall be available for inspection by EPA and Department personnel.

6. There shall be no discharge of polychlorinated biphenyl compounds such as those commonly used for ransformer fluid.

PART Ill Page 24 of 34 Permit No. SC0004278

9. The company shall notify the South Carolina Department of Health and Environmental Control in writing no later than sixty (60) days prior to instituting use of any additional maintenance chemicals in the systems identifil*in Part m.A.8. Such notification shall include:

- Name and general composition of the maintenance chemical

- Quantities to be-used

- Frequency of use

- Proposed discharge concentration

- EPA registration number, if applicable

- Aquatic toxicity information

10. All sludges, waste oil and solid and hazardous waste shall be -properly disposed of in accordance with the rules and regulations of the SC DHEC Bureau of Land and Waste Management.

11. The South Carolina Department of Health and Environmental Control has determined that pursuant to Section 316(a) of the Act that the thermal component of the discharge controlled by the temperature criteria on page .2 of this permit assures the protection and propagation of a balanced, indigenous population of fish, shellfish, and wildlife.

12. Neither free available-chlorine nor total residual chlorine may be discharged from any unit for more than two hours in any one day, and not more than one unit in any plant may discharge free available or-total residual chlorine at any one time unless thelpermittee can demonstrate to SC DHEC that the units in a particular location cannot operate at or below this level of oxidation.

13. (a) On a quarterly basis, a three-brood chronic toxicity test shall be conducted using a control and the instream waste concentration (WC) of 100 % at Outfalls 001 and 002. The test shall be conducted using Ceriodaphniadub'a as the test organism and in accordance with the most recent Short-Term Methods for Estimating the Chronic Toxicty -ofEffluents and Receiving Wa~ters to Fre~shwater Organisms 3rd Cd. (EPA/600/4-911002) and ot Carolina Procedures for Pass/al Modificatio of the Ceriodalmna48 hour Acute Toxicity Test and CeriodaphniaSurvival and Rproductian Test (SCDHEC, May 1989) or test protocol approved by the DepartmetnL The raw data and results shall be submitted in accordance with Part L(CX(3) of the permit for each quarterly test. The test must be performed by a SC "DHECcertified laboratory.

(b) Test results shall be analyzed according to statistical methods in Section 13.13 in USEPA (1989) or the most recent edition of this docujment. The toxicity test shall be deemed a failure if survival and/or reproduction of the test group is lower than that of the control group and this difference is significant at the a = 0.05 level.

(c) The per.mittee must indicate on the discharge monitoring report forms whether the "testpasses or fails. If the test fails, the number "1* shall be placed on the form, if the test passes, the number "0"shall be placed on the form.

PART III Page 26 of 34 Permit No. SC0004278

18. Multiple grabs shall consist of grab samples collected at the approximate beginning of the period of Total Residual Chlorine (TRC) and/or Free Available Chlorine (FAQ)discharge and once every. twenty (20) minutes until TRC or FAC is no longer present.

. 19. Intake screen wash water, pump strainer backwash water, fire protection water, and potable water systems may be discharged without limitations or monitoring requirements.. Appropriate measures shall be taken to minimize any impact to the environmental.

20. The permittee shall not store coal, soil nor other similar erodible materials in a manner in which runoff is uncontrolled, nor conduct construction activities in a manner which produces uncontrolled runoff unless such uncontrolled runoff has been specifically approved bY SCDHEC. "Uncontrolled* shall mean without sedimentation basin or other controls approved by SODHEC.

21. Upset - (1) Definition. "Upset- means an exceptional incident in which there is unintentional and temporary noncompliance with technology based permit effluent limitations because of factors beyond the reasonable control of the permittee. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or improper operation.

(2) Effect of an upset. An upset constitutes an affirnative defense to an action brought for noncompliance with such technology based permit effluent limitation if die requirements of paragraph (3) of this section are met. No determination made during administrative review of claims that noncompliance was caused by upset, and before an action for noncompliance, is final administrative action subject to judicial review.

(3) Conditions necessary for a demonstration of upset. A permittee who wishes to establish the affirmative defense of. upset shall demonstrate, through properly signed, contemporaneous operatig. logs, or other relevant evidence that:

(i) An upset occurred and that the permittee can identify the cause(s) of the upset; (ii) The permitted facility was at the time being properly operated; and (iii) The permittee submitted notice of the upset as required in paragraph Part l.B.2 of this permit ( hour notice).

(iv) The permittee complied with any remedial measures required by Part I.C.3 of this permit (duty.to mitigate).

(4) Burden of proof. In any enforcement proceeding, the permittee seeking to establish the occurrence of an upset has the burden of proof.

PART MI Page 28 of 34 Permit No. SC0004278

2. Contents of Plan. The plan shall include, at a minimum, the following items:

1. lution Prevention - Each plan shall identify a specific individual or individuals within the facility organization as members of a storm water Pollution Prevention Team that are responsile for developing the storm water pollution prevention plan and assisting the facility or plant manager in its implementation, maintenance, and revision. The plan shall clearly identify the responsibilities of each team member. The activities and responsibilities of the team shall address all aspects of the facility's storm water pollution prevention plan.:

2. Dscriptian of Potential Pollutant Soulres. Each plan shall provide a description of potential sources which may reasonably be expected to add significant amounts of pollutants to storm water discharges or which may result in the discharge of pollutants during dry weather from separate storm sewers draining the facility. Each plan shall identify all activities and significant materials which may potentially be significant pollutant sources. Each plan shall include, at a minimum:

a. Drainage (1) A site map indicating an outline of the portions of the drainage area of each storm water outfall that are within the facility boundaries, each existing structural control measure to reduce pollutants in storm water runoff, surface water bodies, locations where significant materials are exposed to precipitation, locations where major spills or leaks have occurred, and the locations of the following activities where such activities are exposed to precipitation: fueling stations, vehicle and equipment:maintenance and/or cleaning areas, loading/unloading areas, locations used for the treatment, storage or disposal of wastes, liquid storage tanks, processing areas and storage areas.

(2) For each area of the facility that generates storm water discharges associated with industrial activity with a reasonable potential for containing significant amounts of pollutants, a prediction of the direction of flow, and an identification of the types of pollutants which are likely to be present in storm water discharges associated with industrial activity. Factors to consider include the toxicity of chemical; quantity of chemicals used, produced or discharged; the likelihood of contact with stortiiwater; and history of significant leaks or spills of toxic or hazardous pollutants. Fows with a significant potential for causing erosion shall be identified.

b. Invetny of Expod Materials An inventory of the types of materials handled at the site that' potentially may be exposed to precipitation. Such inventory shall include a narrative description of significant materials that have been handled, treated, stored or disposed in a manner to allow exposure to storm water between the time of three years prior to the date of the issuance of this permit and the present; method and location of on-site storage or disposal; materials management practices employed to minimize contact of materials with storm water runoff between the time of three years prior to the date of the issuance of this permit and the present; the location and a description of existing structural and non-structural control measures to reduce pollutants in storm water runoff; and a description of any treatment the

- storm water receives.

PART I1 Page 30 of 34 Permit No. SC0004278

• Use containment curbs in unloading areas;

• During deliveries station personnel familiar with spill prevention and response procedures must be present to ensure that any leaks or spills are immediately contained and cleaned up; and

• Use spill and overflow protection (drip pans, drip diapers, and/or other containment devices shall be placed beneath fuel oil connectors to contain any spillage that may occur during deliveries or due to leaks at such connectors).

(iv) bemical LoadingfUnloading Areas - The plan must describe measures that prevent or minimize the. ontamination of storm water runoff from chemical -loading/unloading areas. At a minimum the permittee must use the following measures or their equivalent

"* Use containment curbs at chemical loading/unloading areas to contain spills; and

"* During deliveries station personnel familiar with spill prevention and response procedures must be present to ensure that any leaks or spills are immediately contained and cleaned up.

Where practicable, chemical loading/unloading areas should be covered, and chemicals should be swred indoors.

(v) Ms neous Loadlng/Unloading Areas - The plan must describe measures that prevent or minimizes the contamination of storm water runoff from loading and unloading areas. 'The facility may consider covering the loading area, minimizing storm water run on to the loading area by grading, berming, or curbing the area around the loading area to direct storm water away from the area, or locate the loading/unloading equipment and vehicles so that leaks can be contained in existing containment and flow diversion systems.

(vi) Liquid Storage Tanks - The plan must describe measures that prevent or minimlze contamination of storm water runoff from above ground liquid storage tanks. At a minimum the facility must"employ the following measures or their equivalent:

" Use protective guards around tanks;

"* Use containment curbs;

"* Use spin and overflow protection (drip pans, drip diapers; and/or other containment devices shall be placed beneath chemical connectors to contain any spillage that may occur during deliveries or due to leaks at such connectors); and

" Use dry cleanup methods.

PART MI Page 32 of 34 Permit No. SC0004278 material handling procedures, storage requirements, and use of equipment such as diversion valves a the plan should be considered. Procedures for cleaning up spills shall be identified in the plan and

"-'made available to the appropriate personnel. The necessary equipment to implement a clean up should be available to personnel.

d. Tnipluons - In addition to or as part of the comprehensive site evaluation required under Part mI.24.C.4 (comprehensive site compliance evaluation) of this permit, qualified facility personnel shall be identified to inspect designated equipment and areas of the facility at appropriate intervals specified in the plan. A set of tracking or follow up procedures shall be used to ensure that appropriate actions are taken in response to the inspections. Records of inspections shall be maintained.

e. Employee Training Employee training programs shall inform personnel responsible for implementing activities identified in the storm water pollution prevention plan or otherwise responsile for storm water management at all levels of responsibility of the components and goals of the storm water pollution prevention plan. Training should address topics such as spill response, good housekeeping and material management practices. A pollution prevention plan shall identify the frequency for such training.

f. Record Keeng and Internal Re~ring Procedres- A description of incidents such as spills, or other discharges, along with other information describing the quality and quantity of storm water discharges shall be included in the plan required under this part. Inspections and maintenance tctivities shall be documented and records of such activities shall be incorporated into the plan.

g. Sediment ral - The plan shall identify areas which, due to topography, activities, nndfros51 or other factors, have a high potential for significant soil erosion, and identify structural, vegetative, and/or stabilization measures to be used to limit erosion.

h. Management of Runoff The plan shall contain a narrative consideration of the appr9priateness of traditional st6rm water management practices (pracices other than those which control Ith generation or source(s) of pollutants) used to divert, infiltrate, reuse, or otherwise manage -stormwater runoff Mia manner that riduccs p1olltants in storm water. discharges from the site. The plan shall provide that measures determined to be reasonable and appropriate shall bb implemented and aiie The potential of various..iources at the facility to contribute.pollutams to storm water discharges associated with industrial activity (see description of potential pollutant sources) shall be considered wvhen determining iebsonable and appropriate measures. Appropriate -measures may include-:

vegetative swales and practices, reuse of collected storm water (such as for a process or as an.

irrigationi source), inlet controls (such as oil/water separators), snow management activities, infiltration devices, and wet detenition/retention devices....

4. Comprehedyi'e fte Complianie Evaluation Qualified personnel shall conduct site compliance evaluations at appropriate intervals specified in the plan, but, except as provided in Part EI[.24.C.4.d (below), in no case less than once a year. Such evaluations shall provide:

PART Ell Page 34 of 34 Permit No. SC0004278 6 Sampling Waiver When a discharger is unable to collect samples due to adverse climatic conditions, the discharger must submit in lieu of sampling data a description of why samples could not be collected, including available documentation of the event. Adverse climatic conditions which may prohibit the collection of samples includes weather conditions that create dangerous conditions for personnel (such as local flooding, high winds, hurricane, tornadoes, electrical storms, etc.) or otherwise make the collection of a sample impracticable (drought, extended frozen conditions, etc.).

Dischargers are precluded from exercising this waiver more than once during a two year period.

7. Rerentative Discharge When a facility has two or more outfalls that, based on a consideration of industrial activity, significant materials, and management practices and activities within the area drained by the outfall, the permittee reasonably believes discharge substantially identical effluents, the permittee may test the effluent of one of such outfalls and report that the quantitative data also applies to the substantially identical outfalls. In addition, for each outfall that the permittee believes is representative, an estimate of the size of the drainage area (in square feet) and an estimate of the runoff coefficient of the drainage area (e.g. low (under 40 percent), medium (40 to 65 percent) or high (above 65 percent)) shall be provided in the plan. Catawba has been monitoring from a single storm water outfall. The discharge is from a storm water collection basin and is considered to be the worst case storm water discharge for the site.

8. Consistcy_ with ither pans Storm water pollution prevention plans may reflect requirements for Spill Prevention Control and Countermeasure (SPCC) plans developed for the facility under section 311 of the CWA or Best Management Practices (BMP) Programs otherwise required by an NPDES permit for the facility as long as such requirement is incorporated into the storm water pollution "preventionplan.

9. Monitoring Rquirements For any storm water from the facility discharged from any other point source, the permittee is required to monitor for: oil and grease (mg/I), pH, total suspended solids (mg/1), total recoverable copper (mg/f), total recoverable nickel (mg/I), and total recoverable zinc (mg/1). The monitoring shall be performed on an annual basis.

kslNIO QJULI-aII lZ. IVIUIMLIIIY- rv - I*J liljll 15 Min .01 mg/I Max 3.8 mg/I Avg 0.84 mg/I 10 5

12/31/96 12/31/97 12/31/98 12/31/99 1/01/95 1/01/96

- 00 WC WC DIS 002 OIL & GREASE ASC PPM

/I J

UIN UUtTaii uuz I b: ivionI I./MVd IQ, IVIdx Ivv IIIyIi 30 Min 0.83 mg/l Max 20.3 mg/l Avg 7.15 mg/I 20 10 II.

@ .... @V A,

1 1/01/95 1/01/96 12/31/96 12/31/97 12/31/98 12/31/99

- 00 WC WC DIS 002 TOTAL SUS SOLIDS GRAVIMETRIC mg

UN UUITaII UUL Vu IVI/r\ '-'IaIy 20 Min 1.21 mg/I Avg 4.37 mg/I 10 12/31/96 12/31/97 12/31/98 12/31/99 1/01/95 1/01/96

-* - 00 WC WC DIS 002 BOD MG/L

)

50 5Nb Outtall UU(3 I 5 IVblonto Ave u, iviax 'I rig/I Min 2.0 mg/I Max 40.8 mg/I Avg 17.48 mg/I 40 30Q 20 1/01/95 1/01/96 12/31/96 12/31/97 12/31/98 12/31/99

_ - 00 WT WT DIS 003 TOTAL SUS SOLIDS GRAVIMPTRIC mg

(;N, Uuttall UU bUU/(,.-bUu ivlontn v-we zo, mvax ou miyi 50 C-BOD BOD Min1 2.0 mg/3 Min 2.0 mg/1.

40

.Max 41.8 mg/I Max 11.6 mg/I

,*Avg 15.78 mg/I Avg 5.4 ma/I 30 20 (l" 10 (V

1/01/95 1/01/96 12/31/96 12/31/97 12/31/98 12/31/99 00 WT WT DIS 003 BOD MG/L

- 00 WT WT DIS 003 C-BOD MG/L BOD changed to C-BOD Nov. 7

U,;I\4,.

Z U U~n

.)UTl U,U ISSOIVea U,.XYY~dl IIL

.. 11LII*i Min 3.8 mg/I Max 13.0 mg/I 10

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0 0

1/01/95 1/01/96 12/31/96 12/31/97 12/31/98 1IZA1I1JW

• - 00 WT WT DIS 003 Dissolved Oxygen S)

'JULIdII VI'I. w o I",,Ut Q I jIIIOII I I IVIUIII iI VI Z.UU, IVICIA -- UJ jli I VVI II Min 2 Max 250 200 Avg 9.4 100 1A 1

1/01/95 1/01/96 12/31/96 12/31/97 12/31/98 12/31/99

--- e 00 WT WT DIS 003 Fecal Coliform A S C 100 ML

)

\

)

Duke Power Company Catawba Nuclear Station NPDES Permit Renewal Best Management Plan Catawba has developed a Pollution Prevention Plan with Best Management Practices to proactively reduce and eventually eliminate pollutants entering the environment. The Pollution Prevention Plan is maintained on site and is available for review. The Plan is revised whenever there is a change in design, construction, operation, or maintenance, which has a significant effect on the potential for the discharge of pollutants to the air, ground, or waters of the United States. The Plan's Table of Contents is attached as a summary of the Plan.

Catawba Nuclear Site NPDES Permit SC0004278 BMP Summary Permit Renewal Application Page 1 of I

CATAWBA NUCLEAR SITE STORM WATER POLLUTION PREVENTION PLAN WITH BEST MANAGEMENT PRACTICES Catawba o* &ew 6-

CNS Pollution Prevention Plan Page 2 of 36 Revision 3 PLAN REVIEW CERTIFICATION I, Gary R. Peterson, Vice President, Catawba Nuclear Site, certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.

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

Certified By: 4z 4?- A * -----

Garyvk. Peterson, Vice President Date:z4 Catawba Nuclear Site Plan Prepared By: ,-/)/]O J A--" Date: q/-pF/q!i M. Aj.Rott. Scientist Plan Reviewed By:_______ Date: .O

• J. T. Harris, Scientist Plan Approved By: *

• _(074 7 Date: 01 g I C. T. Pe , Supervising Scientist

CNS Pollution Prevention Plan Page 3 of 37 Revision 3 TABLE OF CONTENTS 1.0 GENERAL REQUIREMENTS 2.0 POLLUTION PREVENTION TEAM (GREEN TEAM)

3.0 DESCRIPTION

OF POTENTIAL POLLUTANT SOURCES AND SITE DRAINAGE AREA DESCRIPTIONS 4.0 MEASURES AND CONTROLS 5.0 COMPREHENSIVE SITE COMPLIANCE EVALUATION 6.0 SAMPLE TYPE 7.0 SAMPLING WAIVER 8.0 REPRESENTATIVE DISCHARGE 9.0 CONSISTENCY WITH OTHER PLANS 10.0 MONITORING REQUIREMENTS APPENDICES Appendix A: Pollution Prevention Team (GREEN Team)

Appendix B: Site BMP Evaluations and Inspection Records (GREEN Team Assessments)

Appendix C: Risk Assessment Appendix D: Non Stormwater Discharge Assessment and Certification Appendix E: Site Drawings Appendix F: Spills List Appendix G: Storm Water Discharge Sampling Data and Reports