PNP 2018-024, National Pollutant Discharge Elimination System (NPDES) Permit Renewal Application

National Pollutant Discharge Elimination System (NPDES) Permit Renewal Application

ML18109A017
Person / Time
Site:	Palisades
Issue date:	04/19/2018
From:	Hardy J Entergy Nuclear Operations
To:	Document Control Desk, Office of Nuclear Reactor Regulation
References
PNP 2018-024
Download: ML18109A017 (39)

Text

• . Entergy

~ Entergy Nuclear Operations, Inc.

Palisades Nuclear Plant 27780 Blue Star Memorial Highway Covert, MI 49043 269.764.2000 Jeffery A. Hardy Regulatory Assurance Manager PNP 2018-024 April 19, 2018 U. S. Nuclear Regulatory Commission ATTN: Document Control Desk Washington, DC 20555-0001

SUBJECT:

National Pollutant Discharge Elimination System (NPDES) Permit Renewal Application Palisades Nuclear Plant Docket 50-255 License No. DPR-20

Dear Sir or Madam:

This letter transmits a copy of the National Pollutant Discharge Elimination System (NPDES) application for renewal of permit number M10001457, in accordance with Palisades Facility Operating License, DPR-20, Appendix B, Section 3.2. The application for renewal was submitted electronically to the Michigan Department of Environmental Quality, Water Division, on March 31,2018.

This letter contains no new commitments and no revisions to existing commitments.

Sincerely, JAH/bed Attachment 1: NPDES Permit Renewal Application CC Administrator, Region III, USNRC Project Manager, Palisades, USNRC Resident Inspector, Palisades, USNRC

ATTACHMENT 1 PALISADES NUCLEAR PLANT NPDES Permit Renewal Application 37 Pages Follow

MDEQ MiWaters Portal System - View Submission Page 1 of29 National Pollutant Discharge Elimination System (NPDES) Industrial/Commercial Application Form (Reissuance) version 1.37 (Submission #: HNB-T158-WA2R5, version 1)

PRINTED ON 4/10/2018 Summary Submission #: HNB-T158-WA2R5 Date Submitted: 3131/20184:48 PM Form: National Pollutant Discharge Elimination System (NPDES) Status: Submitted IndustriaVCommercial Application Form (Reissuance)

Submitted By: Steven Andrews Submission Creator: Steven Andrews Active Steps:

Reference #:

Description:

National Pollutant Discharge Elimination System (NPDES)

IndustriaVCommercial Application Form (Reissuance)

Notes There are currently no Submission Notes.

Details Permit 10 Permit 10 (Pre-populated)

-2571184066960150475 Permit Number (Pre-populated)

MI0001457 Section 1. Applicant Information

~ ~ Please provide the name of the entity that will be legally responsible for the permit in the "Company" field. Do not include the first! last name of an individual. Contact information will be collected in another section.

I I Applicant Information Applicant/Legal Entity Name and Address Prefix: NONE PROVIDED First Name: NONE PROVIDED Last Name: NONE PROVIDED Company: Entergy Services Inc. Palisades Nuclear Plant

Title:

NONE PROVIDED Ext: NONE PROVIDED Phone: NONE PROVIDED FAX: NONE PROVIDED Email: NONE PROVIDED Applicant/Legal Entity Address Address Line 1: 308 E. Pearl Street Address Line 2: NONE PROVIDED City: Jackson State: MS Postal Code: 39201 Country: USA https:llmiwaters.deq.state.mi.us/nfonniSubmissionVersionlf27fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 2 of29 Section 2. Facility Information SITE ID/DEQ Reference Number (pre-populated) 8952571778840478797 FACILITY DESIGNATED NAME (pre-populated)

Entergy-Palisades Power Pit Facility Name 1 - Company Name NONE PROVIDED Facility Name 2 - Division Name NONE PROVIDED Facility Name 3 - Plant Name NONE PROVIDED Section I shall be completed by all permit applicants. Instructions for completing Section I are on Page 2 of the Appendix.

Appendix to the Permit Application Facility Location 42.3231,-86.3156 Site/Facility Location Address 27780 Blue Star Memorial Highway Covert, MI 49043 Facility Website Address (If applicable)

NONE PROVIDED Provide up to four Standard Industrial Classification (SIC) or North American Industry Classification System (NAICS) codes, in order of economic importance, which best describe the major products or services provided by this facility 221113 Indicate if this facility is a primary industry (refer to Table 1 of the Appendix to determine if this facility is a primary industry).

Yes , this facility is a primary industry.

If you are a primary industry, indicate the primary industry category below (see Table 1 of the Appendix):

Steam Electric Power Plant CLICK HERE to view the Appendix to the permit application Does the facility have a DEQ-certified operator at the appropriate level?

YES Section 3. Contacts (1 of 2)

CONTACTS https:llmiwaters.deq.state.mi.us/nformlSubmissionV ersionlf2 7fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 3 of29 Provide contact information for each person as required for each area; a person may be identified for more than one category. tTo add additional contacts, please use the "Add New Section" button at the bottom of this page, or select "Duplicate Section" to copy the contact information and edit a portion of the contact fields. tlf a single contact has multiple roles, please enter the information once, and assign multiple roles.

Contact Application Contact Certified Operator DMR Contact SWOperator Storm Water Billing Contact Annual Permit Billing Contact Required Contact Types:

~ At minimum the following contact types must be provided: Annual Permit Billing Contact; Application Contact; Facility Contact; DMR Contact; and Certified Operator Section I shall be completed by all permit applicants. Instructions for completing Section I are on Page 2 of the Appendix.

Appendix to the Permit Application Contact Contact Prefix: NONE PROVIDED First Name: Steven Last Name: Andrews Company: NONE PROVIDED Title : Environmental Coordinator Ext: NONE PROVIDED Phone: 269-764-2568 FAX: NONE PROVIDED Email: sandre3@entergy.com Address Address Line 1: NONE PROVIDED Address Line 2: NONE PROVIDED City: NONE PROVIDED State: NONE PROVIDED Postal Code: NONE PROVIDED Country: NONE PROVIDED Certification Number(s)

W5589 Certification Classification(s)

A-1h, B-2c Section 3. Contacts (2 of 2)

CONTACTS Provide contact information for each person as required for each area; a person may be identified for more than one category. +To add additional contacts, please use the "Add New Section" button at the bottom of this page, or select "Duplicate Section" to copy the contact information and edit a portion of the contact field s. tlf a single contact has multiple roles, please enter the information once, and assign multiple roles.

https:llmiwaters.deq.state.mi.us/nformlSubmissionVersionlf2 7fa4cd-57be-4dae-8e94-09d943 bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 40f29 Contact Facility Contact Required Contact Types:

~ At minimum the following contact types must be provided: Annual Permit Billing Contact; Application Contact; Facility Contact; DMR Contact; and Certified Operator Section I shall be completed by all permit applicants. Instructions for completing Section I are on Page 2 of the Appendix.

Appendix to the Permit Application Contact Contact Prefix: NONE PROVIDED First Name: Charles Last Name: Arnone Company: NONE PROVIDED

Title:

Site Vice President Ext: NONE PROVIDED Phone: 269-764-2018 FAX: NONE PROVIDED Email: carnone@entergy.com Address Address Line 1: NONE PROVIDED Address Line 2: NONE PROVIDED City: NONE PROVIDED State : NONE PROVIDED Postal Code : NONE PROVIDED Country: NONE PROVIDED Section 4. Additional Information

11. RULE 98- ANTIDEGRADATION REQUIREMENTS In accordance with Rule 323.1098 of the Michigan Water Quality Standards, the applicant is required to submit an Antidegradation Demonstration for any new or increased loading of pollutants to the surface waters of the state, unless one or more exemptions apply. An Antidegradation Demonstration must contain the information specified in Rule 1098, outlined on Pages 8-9 of the Appendix. For assistance in completing this item, contact the Permits Section.

Appendix to the Permit Application Will this discharge be an increased loading of pollutants to the surface waters of the state?

NO Exemptions List:

A) A short-term (weeks to months) or temporary lowering of water quality B) Bypasses that are not prohibited by regulations set forth in 40 CFR 122.41 (m) C)

Response actions undertaken to alleviate a release of pollutants into the environment that may pose an imminent and substantial danger to the public health or welfare D) Discharges of pollutant quantities from the intake water at a facility if the intake and discharge are to the same body of water E) Increases in flow at a POTW if the increase is within the design flow of the facility, there is no increased loading of BCCs that are not specifically limited in the current permit, and there is no significant change expected in the characteristics of the wastewater collected F) Intermittent increased loading related to wet-weather conditions G) New or increased loading due to DEQ-approved controls related to wet-weather conditions H) Discharges authorized by Certificates of Coverage (COC) and Notices of Coverage I) Increased loadings within the authorized levels of a limit in an existing control document, except those loadings that result from actions by the permittee that would otherwise require submittal of an increased use request J) Increased loadings of a pollutant which do not involve Bioaccumulative Chemicals of Concern and which use less than 10 percent of the unused loading capacity that exists at the time of the request

, : 12. INFORMATION CONCERNING LOCAL UNIT OF GOVERNMENT (LUG) https:llmiwaters.deq.state.mi.us/nformiSubmissionV ersionlf2 7fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/1012018

MDEQ MiWaters Portal System - View Submission Page 5 of29 Local Unit of Government (LUG)

South Haven Provide an e-mail address for an appropriate LUG contact, such as a clerk, who can be notified about the public notice period :

tsullivan@south-haven .com

13. Other Environmental Permits Provide the information requested in the table for any other federal , state, or local environmental permits in effect or applied for at the time of submittal of this Application, including, but not limited to, permits issued under any of the following programs: Air Pollution Control, Hazardous Waste Management, Wetlands Protection, Soil Erosion and Sedimentation Control, and other NPDES permits.

Other Environmental Permits (Hit 'Add Row' for each environmental permit)

Issuing Agency: Permit or COC Number: Permit type :

DEQ-Air Quality Renewable Operating MI-ROP-B2934-2013a Air Permit

14. WATER FLOW DIAGRAM AND NARRATIVE DESCRIPTION In the space below, please upload a flow diagram (using 8Y." x 11" paper if possible) and a narrative description that explains the diagram. The diagram should show the wastewater flow through the facility (from intake through discharge), including all processes, treatment units, including any lagoons or ponds (lagoon 1 pond construction and liner information should be included) used for wastewater treatment or storage (identify treatment units that operate intermittently), and bypass piping. Show all operations contributing wastewater and the locations of flow meters, chemical feeds, and monitoring and discharge points. The water balance shall show the daily average flow rates at the intake and discharge points, and approximate daily flow rates between treatment units, including influent and treatment rates . Use actual measurements whenever available, otherwise use the best estimate. Show all significant losses of water to products, atmosphere, and discharge. In addition, provide a flow diagram for any storm water discharges from secondary structures that are required by state or federal law and for storm water runoff from any Site of Environmental Contamination, pursuant to Part 201 of the NREPA. Do not send blueprints. Provide black-and-white reproducible diagrams. Treatment Works Treating Domestic Sewage - The narrative description shall briefly describe the history of the wastewater treatment facility and collection system, including the initial construction, facility improvements, future plans for upgrade, location of all constructed emergency overflows, and other pertinent information. Industrial 1Commercial Facilities - The diagram shall include all operations contributing wastewater, including process and production areas, sanitary flows, cooling water, and storm water runoff. Include a narrative that provides a brief description of the nature of the business and the manufacturing processes. Concentrated Animal Feeding Operations - Refer to the requirements set forth in Section V.

WATER FLOW DIAGRAM AND NARRATIVE DESCRIPTION - Attachment(s)

Circulating water f1ow.pdf - 02/22/2018 12:25 PM Comment:

.5. MAP OF FACILITY AND DISCHARGE LOCATION - Attachment(s)

Location maps.pdf - 02/22/2018 12:29 PM Comment:

16. LIST ADJACENT PROPERTY OWNERS List the names and mailing addresses of all property owners for all properties adjacent to the facility, treatment systems, and discharge locations. For vacant lots or empty buildings, supply the owner's mailing address - NOT the lot or building property address.

Table Data Business or Lake Board I Lake Individual Property Owner or Address City State ZIP Country Association (if applicable) Business Contact Code https:llmiwaters.deq.state.mi.us/nformlSubmissionV ersionlf27fa4cd-57be-4dae-8e94-09d943 bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 6 of29

" 49090 1i T .",

I I Haven

. State of Michigan Kurt Maxwell 23960 Ruggles . South MI USA I

.' r -

Road i

"j Palisades Country Club unknown 1324 Meadow  ; Kalamazoo MI 49001 USA Brook Lane

~ ...

I

.-~-. -- - -!

Section 4.1. Laboratory Services (1 of 2)

Laboratory: Consumers Energy Company, Trail Street Laboratory

~ To add additional laboratories, please use the "Add New Section" button at the bottom of this page, or select "Duplicate Section" to copy the laboratory information and edit a portion of the fields.

Laboratory Name Consumers Energy Company, Trail Street Laboratory Lab Type Contract Laboratory Laboratory Street Address (Not required if In-house) 135 W. Trail Street Jackson, MI 49201 Laboratory Phone 517-788-2334 Laboratory Email GORDON.CA TTELL@cmsenergy.com Analyses Performed GC/MS scans (volatile, base/neutral, acids), metals, LL Hg Section 4.1. Laboratory Services (2 of 2)

Laboratory: Brighton Analytical LLC

~ To add additional laboratories, please use the "Add New Section" button at the bottom of this page, or select "Duplicate Section" to copy the laboratory information and edit a portion of the fields.

Laboratory Name Brighton Analytical LLC Lab Type Contract Laboratory Laboratory Street Address (Not required if In-house) 2105 Pless Drive Brighton. MI 48114 Laboratory Phone 810-229-7575 https:llmiwaters.deq.state.mi.us/nform/SubmissionVersionlf27fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 7 of29 Laboratory Email bai-brighton@sbcglobal.net Analyses Performed GCIMS scans (volatile, base/neutral, acids),

metals, Section 5. Water Source and Discharge Type

.5.3- Discharge Types Identify water discharged by the facility and treatment systems, and provide average flows. If water is first used for one purpose and then is subsequently used for another purpose, indicate the type and amount of the last use. For example, if water is initially used for noncontact cooling water and then for process water, indicate the amount of process water.

The amount of water from sources should approximate the amount of water usage.

If the amounts are different, provide an explanation. Enter the information in excel.

Table Data Type Average Flow Rate Units Process Wastewater 0.012 MGD Contact Cooling Water Noncontact Cooling Water 108 MGD Groundwater Cleanup Sanitary Wastewater Regulated Storm Water High Pressure Test Water Other

• 5.2- Water Sources Identify all water sources entering the facility and treatment systems, and provide average flows. The volume may be estimated from water supply meter readings, pump capacities, etc. Provide the name of the source where appropriate (Le.,

Grand River, Lake Michigan, City of, Millpond).

Table Data Water Supply Type Name and Location of Source Average Volume or Flow Rate Units Municipal Supply South Haven Municipal 0.012 MGD Surface Water Intake Lake Michigan 125 MGD Private Well i Other i

https:llmiwaters.deq.state.mi.us/nformlSubmissionVersionlf2 7fa4cd-57be-4dae-8e94-09d943 bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 80f29 I,

Note: For the above tables indicate units as MGO (million gallons per day), MGY (million gallons per year), GPO (gallons per day), or other appropriate unit.

Section 6. Outfall Information and Effluent Characteristics (1 of 3)

Outfall:001A Receiving water:Lake Michigan Instructions for this item are on Page 3 of the Appendix. tTo add additional outfalls, please use the "Add New Section" button at the bottom of this page, or select "Duplicate Section" to copy the outfall information and edit a portion of the fields on the page.

Appendix to the Pennit Application

11. OUTFALL INFORMATION Feature Type Outfall Enter the outfall number (e.g., 001):

001A Outfall Description Main Plant Discharge Enter the name of the receiving water:

Lake Michigan Outfall Locatio n 42.3233972,-86.31 451609999999

12. TYPE OF WASTEWATER DISCHARGED THROUGH THIS OUTFALL Type of Wastewater Discharged (check all that apply to this outfall):

Contact Cooling Noncontact Cooling Water Stonn Water - regulated Process Wastewater If you identified "Storm water subject to effluent guidelines" under Type of Wastewater Discharged, above, identify the effluent guideline category:

NONE PROVIDED If you identified "Others" under Type of Wastewater Discharged, above, specify the wastewater type(s):

NONE PROVIDED

13. FLOW What is the Maximum Design Flow Rate for this outfall, in MGD?

135.2 https:llmiwaters.deq.state.mi.us/nform/SubmissionVersionlf27fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 9 of29 For the definition of seasonal vs. continuous discharge, CLICK HERE to view the application Appendix What maximum daily flow rate are you requesting authorization to discharge from this outfall for the next five years? For a seasonal discharge, enter flow using MGY and continue to subsection titled Seasonal Discharge; for a continuous discharge, enter flow using MGD and continue to subsection titled Continuous Discharge.

135.2 MGD

• Seasonal Discharge List the discharge periods by month and the volume discharged using the excel template below. Then enter the Actual Annual Total volume discharged in the field below.

Table Data NONE PROVIDED What is the actual annual total of seasonal discharge at this outfall?

NONE PROVIDED

• Continuous Discharge -- Includes Batch Discharges How often is there a discharge from this outfall (on average)? Hours/Day 24 How often is there a discharge from this outfall (on average)? Days/Year 355 Batch dischargers are required to provide the following additional information. Is there effluent flow equalization?

No What is the batch peak flow rate?

maximum achievable 250 gpm. (actual batch rate calculated for 001 D)

How many batches are discharged per day?

<1 (Batched from 001 D)

Batch Discharge Volumes and Duration Enter the information into excel.

Table Data

Description:

2017 data Minimum Average Maximum Batch Volume (gallons) 3640 7603 33000 Batch Duration (minutes) 39 137 737 https:llmiwaters.deq.state.mi.us/nformlSubmissionV ersionlf2 7fa4cd-57be-4dae-8e94-09d943 bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 10 of29

14. PROCESS STREAMS CONTRIBUTING TO OUTFALL DISCHARGE I _ _ _ _ .. __ ._~ __ .. _ _ _ _ _ ... _~. _______ .~ _ _ _ _ _ _ _ _ _ .. _ _ _ _ _ _

,~. . ~ ___ "~_" ____ ' _ _ ' _ _ _ _ _ ~_M _ _ _ _ ' ____ ~' _ _ ' _ ' ' ' _ ' _ "_ __

The information requested below is used to determine the applicable federal regulations for this facility. For each industrial process at the facility, provide the name, the SIC or the NAICS code, and a brief description of the process. As part of each description, identify a reasonable measure of the facility's actual long-term daily production and average number of production days per year. In many cases, this is the average daily or average annual production rate from the last five years. Some federal regulations require that certain industries report different information, depending on the type of process. The Summary of Information to Be Reported by Industry Type, pages 10-11 of the Appendix, includes an abbreviated list of industrial categories and their specific Application requirements . If the industrial process does not have specific Application requirements and recent long-term production rates are not an appropriate measure of future production, report the expected annual production rate for the next five (5) years, or for the life of the permit.

Appendix to the Permit Application PROCESS STREAMS CONTRIBUTING TO OUTFALL DISCHARGE Enter the information into excel.

Table Data Name of the process SIC or Describe the process and provide measures of production contributing to the discharge NAICS code Cooling Tower Blowdown 4911 Cooling Towers provide cooled water to the condenser. A portion of the noncontact cooling water flow rate is discharged directly to the mixing basin where flow is recorded and reported during discharge.

Treated Misc Low Volume 4911 Waste consist of demineralizer backwash, reverse osmosis filter backwash, turbine sump drainage, Wastewater floor drains, laboratory waste, and radwaste wastewater.

Radwaste Wastewater (Outfall 4911 This process removes suspended solids and radioactivity by collection and then processing through 0010) a demineralizer prior to discharge at outfall 001 D.

Turbine Sump Drainage (Outfall 4911 The turbine sump collects filtered floor drainage from the turbine building which is treated by an 001F) oil/water separator prior to discharge to outfall 001 F.

Floor drainage 4911 Floor drainage from plant secondary systems is drained to the turbine sump. Auxiliary floor drains are processed through the radwaste system eventually discharging to outfall 001 D.

Appendix to the Permit Application

15. EFFLUENT CHARACTERISTICS - CONVENTIONAL POLLUTANTS EFFLUENT CHARACTERISTICS - CONVENTIONAL POLLUTANTS Enter the information into excel.

Table Data Submitted Waiver Request Parameter Maximum Maximum Daily Units Number of Sample vlae-DMRs and the Rationale Monthly Concentration  ; Analyses , Type Behind the Request Concentration Request waiver, no Biochemical Oxygen 1 mgll Grab I source addition Demand - five day 24-Hr (BOD5) Comp Request waiver, no , Chemical Oxygen mgll Grab I source addition Demand (COD) 24-Hr Comp mgll https://miwaters.deq.state.mi.us/nformlSubmissionVersionlf27fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 11 of29

, Request waiver, no I Total Organic i Grab!

l source addition \ Carbon (TOC) 24-Hr 1

I I Comp r --'-"-"---'-1-mg/l 1 ,I r-' L"""..,.. . . . """""-" ' ' ' "' ' .--i Request waiver, no Ammonia Nitrogen 1 Grab!

1 l  !

source addition (as N) 24-Hr Comp

,-*1 . -.~.. - - -

Request waiver, Total Suspended  ! mg/l Grab I applied intemally at Solids 24-Hr source as a Comp treatment technology l Waiver Request Not Total Dissolved mg/l Grab I Required Solids 24-Hr Comp I Waiver Request Not

• Total Phosphorus mg/l Grab I Required (as P) 24-Hr i Comp Waiver Request Not Fecal Coliform Maximum 7-day countsl1 DDml Grab Required Bacteria (report geometric means)

Waiver Request Not Escherichia coli Maximum 7-day countsl1DD Grab Required (report geometric ml means)

Waiver Request Not Total Residual mg/l ormg/l Grab Required Chlorine Waiver Request Not Dissolved Oxygen Do Not Use Minimum Daily mg/l Grab Required yes pH (report maximum Minimum Maximum standard Grab and minimum of units individual samples) yes Temperature, OF °C Grab Summer yes Temperature, Winter OF °C Grab Waiver Request Not Oil & Grease mg/l Grab Required Grab Please Note : Rule 323.1062 allows the use of either Escherichia coli or Fecal Coliform Bacteria as an indicator that effluent has been disinfected. The DEQ will use the indicator selected below in the permit issued based on this Application.

NONE PROVIDED

• 6. EFFLUENT CHARACTERISTICS - TOXIC POLLUTANTS Instructions: Do not submit a blank excel table. Review the five toxic pollutant groups below, and indicate on the excel table any toxic pollutant/s that islare believed or known to be present in the effluent. If the effluent is not believed or known to contain any toxic pollutant from any of the five toxic pollutant groups below, enter "NA" for "Not Applicable," on the excel table, to indicate that you have considered and ruled out all toxic pollutant groups. Tables 1 - 6, referenced below, are located in the Appendix.

CLICK HERE to open the Appendix to the Permit Application PRIMARY INDUSTRY PRIORITY POLLUTANT INFORMATION https:/Imiwaters.deq.state.mi.us/nformlSubmissionVersionlf27fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 411 0120 18

MDEQ MiWaters Portal System - View Submission Page 12 of29 Existing primary industries that discharge process wastewater are required to submit the results of at least one permittee-collected effluent analysis for selected organic pollutants identified in Table 2 (as determined from Table 1. Testing Requirements for Organic Toxic Pollutants by Industrial Category). and all of the pollutants identified in Table 3. Existing primary industries are required to also provide the results of at least one permittee-collected effluent analysis for any other chemical listed in Table 2 known or believed to be present in the facility's effluent. In addition. submit the results of all other effluent analyses performed within the last three years for any chemical listed in Tables 2 and 3. New primary industries that propose to discharge process wastewater are required to provide an estimated effluent concentration for any chemical listed in Tables 2 and 3 expected to be present in the facility's effluent.

DIOXIN AND FURAN CONGENER INFORMATION Existing industries that use or manufacture 2.3.5-trichlorophenoxy acetic acid (2.4.5-T); 2-(2.3.5-trichlorophenoxy) propanoic acid. (Silvex. 2.3.5-TP);

2-(2.4.5-trichlorophenoxy) ethyl 2.2-dichloropropionate (Erbon); O.O-dimethyl O-(2.4.5-trichlorophenyl) phosphorothionate (Ronnel); 2.4.5-trichlorophenol (TCP);

or hexachlorophrene (HCP). or knows or has reason to believe that 2.3.7.8-Tetrachlorodibenzo-p-dioxin (TCDD) is present in the facility's effluent. are required to submit the results of at least one effluent analysis for the dioxin and furan congeners listed in Table 6. All effluent analyses for dioxin and furan congeners shall be conducted using USEPA Method 1613. In addition. submit the results of all other effluent analyses performed within the last three (3) years for any I dioxin and furan congener listed in Table 6. New industries that expect to use or manufacture 2.3.5-trichlorophenoxy acetic acid (2.4.5-T);

2-(2.3.5-trichlorophenoxy) propanoic acid (Silvex. 2.3.5-TP); 2-(2.4.5-trichlorophenoxy) ethyl 2.2-dichloropropionate (Erbon); O.O-dimethyl 0-(2.4.5-trichlorophenyl) phosphorothionate (Ronnel); 2.4.5-trichlorophenol (TCP); or hexachlorophrene (HCP). or knows or has reason to believe that I 2.3.7.8-Tetrachlorodibenzo-p-dioxin (TCDD) is present in the facility's effluen~ shall provide estimated effluent concentrations for the dioxin and furan congeners listed in Table 6.

OTHER INDUSTRY PRIORITY POLLUTANT INFORMATION Existing secondary industries or existing primary industries that discharge nonprocess wastewater are required to submit the results of at least one effluent analysis for any chemical listed in Tables 2 and 3 known or believed to be present in the facility's effluent. In addition. submit the results of all other effluent analyses performed within the last three years for any chemical listed in Tables 2 and 3. New secondary industries or new primary industries that propose to discharge nonprocess wastewater are required to provide an estimated effluent concentration for any chemical listed in Tables 2 and 3 expected to be present in the facility's effluent.

ADDITIONAL TOXIC AND OTHER POLLUTANT INFORMATION All existing industries. regardless of discharge type. are required to provide the results of at least one analysis for any chemical listed in Table 4 known or believed to be present in the facility's effluent. and a measured or estimated effluent concentration for any chemical listed in Table 5 known or believed to be present in the facility's effluent. In addition. submit the results of any effluent analysis performed within the last three years for any chemical listed in Tables 4 and 5. New industries. regardless of discharge type. are required to provide an estimated effluent concentration for any chemical listed in Tables 4 and 5 expected to be present in the facility's effluent.

INJURIOUS CHEMICALS NOT PREVIOUSLY REPORTED New or existing industries. regardless of discharge type. are required to provide a measured or estimated effluent concentration for any toxic or otherwise injurious chemicals known or believed to be present in the facility's effluent that have not been previously identified in this Application. Quantitative effluent data for these chemicals that is less than five years old shall be reported .

Effluent Characteristics - Toxic Pollutants On the TOXIC POLLUTANTS excel table. indicate any toxic pollutant/s that is/are believed or known to be present in the effluent. If the effluent is not believed or known to contain any toxic pollutant from any of the five toxic pollutant groups above. enter "NA" for "Not Applicable." on the excel table. to indicate that you have considered and ruled out all toxic pollutant groups.

Table Data '!

., . . . _" 1 Outfall Number 110: 001A 1 https:llmiwaters.deq.state.mi.us/nformlSubmissionVersionlf27fa4cd-S7be-4dae-8e94-09d943bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 13 of29 Sample Sample Sample Sample l

I i Date Date Date Date Submitted via

+ L

{

1 3/8/2018 I

I I'

--I e-DMRs?

I (Yes/No) PARAMETER CAS No. Conc. (lJglI) Conc. (lJg/l) Conc. (lJglI) Conc. (lJglI) Sample , Analytical Type Method i

. n)

'~I +~.

No Total Copper 07550- ,j grab . EPA 200.8 50-8 i

1.

Yes Total Mercury 07439- 0.00002 I

grab

~ .... c". ,-}-

EPA 1631E i

I i

j I J_~.

97-6 I

~j NOTE: If the effluent concentrations are estimated, place an "En in the "Analytical Method" column . The following fields shall be completed for each data row:

Parameter, CAS No., Concentration(s), Sample Type, and Analytical Method. For analytical test requirements, see 40 CFR, Part 136. If Alternate Test Procedures were approved for any parameter listed above, an approval letter must be included with the application.

Appendix to the Permit Application

17. WATER TREATMENT ADDITIVES Water treatment additives (WTAs) include any material that is added to water used at the facility or to wastewater generated by the facility to condition or treat the water. Examples ofWTAs include biocides, flocculants, water conditioners, pH adjusting agents, etc. WTA approvals are auth'orized by the DEQ under separate correspondence. The issuance of an NPDES permit does not constitute approval to use and discharge the WTAs for which approval is requested as part of this Application.

A) Are any WTAs added to water used at the facility or to wastewater generated by the facility?

Yes. Proceed to Item B.

B) Have these WTAs been previously approved by the DEQ?

Yes.

If you answered yes to the previous question: - Attachment(s)

Water Treatment Additive.xlsx - 03/311201803:14 PM Comment: List includes all outfalls.

C) Submit a list of WTAs that are or may be discharged from the facility. A request to discharge WTAs shall include all of the following usage and discharge information for each WTA proposed to be discharged :

1. Safety Data Sheet (formerly known as Material Safety Data Sheet), AND product label if the product is a pesticide; 2. the proposed WT A discharge concentration with supporting calculations; 3. the discharge frequency (i.e., number of hours per day and number of days per year); 4. the outfall and monitoring point from which the product is to be discharged; 5. the type of removal treatment, if any, that the WTA receives prior to discharge; 6. the product's function (e.g.,

microbiocide, flocculant, etc.); 7. a 48-hour LC50 or EC50 for a North American freshwater planktonic crustacean (either Ceriodaphnia sp., Daphnia sp., or Simocephalus sp.); and 8. the results of a toxicity test for one (1) other North American freshwater aquatic species (other than a planktonic crustacean) that meets a minimum requirement of R 323.1057(2)(a) of the Water Quality Standards. Examples of tests that would meet this requirement include a 96-hour LC50 for rainbow trout, bluegill, or fathead minnow.

List the WTAs in the following space Sodium Hypochlorite Spectrus DT 1403 (Sodium Bisulfite) Spectrus CT1300 (BETl CT-2) NALCO Thruguard 404 Steammate PWR0240 (Morpholine) Hydrazine Nalco 1250 Plus (Carbohydrazide) https:llmiwaters.deq.state.mi.us/nformiSubmissionV ersionlf27fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 14 of 29 Boric Acid Sodium Nitrite (Calgon LCS-60) Betz Inhibitor AZ81 00 (TTA) Aluminum Sulfate Sulfuric Acid Sodium Hydroxide GENGARD GN8020

.8.

Appendix to the Permit Application WHOLE EFFLUENT TOXICITY (WET) TESTS. Have any acute or chronic WET tests been conducted on any discharge{s) or receiving water{s) in relation to this facility's discharge within the last three (3) years? If yes, identify the tests and report the results on the forms provided in the Appendix for WET test reporting, unless the test results have been previously submitted to the DEQ within the last three (3) years . Comments:

No Section 6. Outfall Informat ion and Effluent Characteristics (2 of 3)

Outfall:001D Receiving water:Lake Michigan / 001A Instructions for this item are on Page 3 of the Appendix. +To add additional outfalls, please use the "Add New Section" button at the bottom of this page, or select "Duplicate Section" to copy the outfall information and edit a portion of the fields on the page.

Appendix to the Permit Application

11. OUTFALL INFORMATION Feature Type Outfall Enter the outfall number (e.g., 001):

0010 Outfall Description Radwaste Discharge Enter the name of the receiving water:

Lake Michigan I 001A Outfall Location 42.3233972,-86.31451609999999

12. TYPE OF WASTEWATER DISCHARGED THROUGH THIS OUTFALL Type of Wastewater Discharged (check all that apply to this outfall):

Process Wastewater If you identified "Storm water subject to effluent guidelines" under Type of Wastewater Discharged, above, identify the effluent guideline category:

NONE PROVIDED If you identified "Others" under Type of Wastewater Discharged, above, specify the wastewater type(s) :

NONE PROVIDED

13. FLOW https:llmiwaters.deq.state.mi.us/nformiSubmissionV ersionlf27fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 15 of29 What is the Maximum Design Flow Rate for this outfall, in MGD?

0.1 For the definition of seasonal vs . continuous discharge. CLICK HERE to view the application Appendix What maximum daily flow rate are you requesting authorization to discharge from this outfall for the next five years? For a seasonal discharge, enter flow using MGY and continue to subsection titled Seasonal Discharge; for a continuous discharge, enter flow using MGD and continue to subsection titled Continuous Discharge.

0.1 MGD

• Seasonal Discharge List the discharge periods by month and the volume discharged using the excel template below. Then enter the Actual Annual Total volume discharged in the field below.

Table Data NONE PROVIDED What is the actual annual total of seasonal discharge at this outfall?

NONE PROVIDED

• Continuous Discharge -- Includes Batch Discharges How often is there a discharge from this outfall (on average)? Hours/Day 12 How often is there a discharge from this outfall (on average)? Days/Year 12 Batch dischargers are required to provide the following additional information. Is there effluent flow equalization?

No What is the batch peak flow rate?

maximum achievable 250 gpm. (actual batch rate calculated much lower)

How many batches are discharged per day?

<1 (same data included for terminal outfall 001A)

Batch Discharge Volumes and Duration Enter the information into excel.

Table Data Description : 2017 data Minimum Average Maximum Batch Volume (gallons) 3640 7603 33000 https:llmiwaters.deq.state.mi.us/nformiSubmissionV ersionlf27fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 411 0/20 18

MDEQ MiWaters Portal System - View Submission Page 16 of29 Batch Duration (minutes) 39 j 137  ! 737 L

14. PROCESS STREAMS CONTRIBUTING TO OUTFALL DISCHARGE The information requested below is used to determine the applicable federal regulations for this facility. For each industrial process at the facility, provide the name, the SIC or the NAICS code, and a brief description of the process. As part of each description, identify a reasonable measure of the facility's actual long-term daily production and average number of production days per year. In many cases, this is the average daily or average annual production rate from the last five years . Some federal regulations require that certain industries report different information, depending on the type of process. The Summary of Information to Be Reported by Industry Type, pages 10-11 of the Appendix, includes an abbreviated list of industrial categories and their specific Application requirements. If the industrial process does not have specific Application requirements and recent long-term production rates are not an appropriate measure of future production, report the expected annual production rate for the next five (5) years, or for the life of the permit.

Appendix to the Permit Application PROCESS STREAMS CONTRIBUTING TO OUTFALL DISCHARGE Enter the information into excel.

Table Data Radwaste Wastewater 4911 This process removes suspended solids and radioactivity by collection and then processing through a (Outfall 0010 demineralizer prior to discharge at outfall 001 D.

Appendix to the Permit Application

15. EFFLUENT CHARACTERISTICS - CONVENTIONAL POLLUTANTS EFFLUENT CHARACTERISTICS - CONVENTIONAL POLLUTANTS Enter the information into excel.

Table Data Submitted Waiver Request Parameter Maximum Maximum Daily Units Number of Sample viae-DMRs and the Rationale Monthly Concentration Analyses Type Behind the Request Concentration Request waiver, no Biochemical Oxygen mg/l Grab I source addition Demand - five day 24-Hr (BOD5) Comp Request waiver, no Chemical Oxygen mg/l Grab I source addition Demand (COD) 24-Hr Comp Request waiver, no Total Organic mg/l Grab I source addition Carbon (TOC) 24-Hr Comp Request waiver, no Ammonia Nitrogen mg/l Grab I source addition (asN) 24-Hr Comp Request waiver, Total Suspended mg/l Grab I applied internally at Solids 24-Hr source as a Comp treatment technology https:llmiwaters.deq.state.mi.us/nformlSubmissionV ersionlf2 7fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 17 of29

, Waiver Request Not Total Dissolved mg/I Grab/

! Required Solids 24-Hr l

r"-'~v,- .. I i'

j Waiver Request Not j

i Total Phosphorus ..,--

1 I mg/I I"

t-

\

Comp Grab/

Required  ! (asP) 1 l 24-Hr Comp Waiver Request Not Fecal Coliform Maximum 7 -day countS/1 DDml Grab Required Bacteria (report geometric means)

Waiver Request Not Escherichia coli Maximum 7 -day countS/1DD Grab Required (report geometric ml means)

Waiver Request Not Total Residual mg/I or mg/I Grab Required Chlorine Waiver Request Not Dissolved Oxygen Do Not Use Minimum Daily mg/I Grab Required yes pH (report maximum Minimum Maximum standard Grab and minimum of units individual samples) yes Temperature, 'F 'C Grab Summer yes Temperature, Winter 'F 'C Grab Waiver Request Not Oil & Grease mg/I Grab Required Grab Please Note : Rule 323.1062 allows the use of either Escherichia coli or Fecal Coliform Bacteria as an indicator that effluent has been disinfected. The DEQ will use the indicator selected below in the permit issued based on t hi s Application.

NONE PROVIDED

.6. EFFLUENT CHARACTERISTICS - TOXIC POLLUTANTS Instructions: Do not submit a blank excel table. Review the five toxic pollutant groups below, and indicate on the excel table any toxic poliutanUs that is/are believed or known to be present in the effluent. If the effluent is not believed or known to contain any toxic pollutant from any of the five toxic pollutant groups below, enter "NA" for "Not Applicable ," on the excel table, to indicate that you have considered and ruled out all toxic pollutant groups. Tables 1 - 6, referenced below, are located in the Appendix .

CLICK HERE to open the Appendix to the Permit Application PRIMARY INDUSTRY PRIORITY POLLUTANT INFORMATION Existing primary industries that discharge process wastewater are required to submit the results of at least one permittee-collected effluent analysis for selected organic pollutants identified in Table 2 (as determined from Table 1, Testing Requirements for Organic Toxic Pollutants by Industrial Category), and all of the pollutants identified in Table 3. Existing primary industries are required to also provide the results of at least one permittee-collected effluent analysis for any other chemical listed in Table 2 known or believed to be present in the facility's effluent. In addition, submit the results of all other effluent analyses performed within the last three years for any chemical listed in Tables 2 and 3. New primary industries that propose to discharge process wastewater are required to provide an estimated effluent concentration for any chemical listed in Tables 2 and 3 expected to be present in the facility's effluent.

DIOXIN AND FURAN CONGENER INFORMATION https:/Imiwaters.deq.state.mi.us/nformlSubmissionVersionlf27fa4cd-57be-4dae-8e94-09d943bab4cc?retu. .. 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 18 of29 Existing industries that use or manufacture 2,3,5-trichlorophenoxy acetic acid (2.4,5-T); 2-(2,3,5-trichlorophenoxy) propanoic acid, (Silvex, 2,3,5-TP);

2-(2.4,5-trichlorophenoxy) ethyl 2,2-dichloropropionate (Erbon); O,O-dimethyl O-(2.4,5-trichlorophenyl) phosphorothionate (Ronnel); 2.4,5-trichlorophenol (TCP);

or hexachlorophrene (HCP), or knows or has reason to believe that 2,3,7,8-Tetrachlorodibenzo-p-dioxin (TCDD) is present in the facility's effluent, are required to submit the results of at least one effluent analysis for the dioxin and furan congeners listed in Table 6. All effluent analyses for dioxin and furan congeners shall be conducted using USEPA Method 1613. In addition, submit the results of all other effluent analyses performed within the last three (3) years for any dioxin and furan congener listed in Table 6. New industries that expect to use or manufacture 2,3,5-trichlorophenoxy acetic acid (2.4,5-T);

2-(2,3,5-trichlorophenoxy) propanoic acid (Silvex, 2,3,5-TP); 2-(2.4,5-trichlorophenoxy) ethyl 2,2-dichloropropionate (Erbon); O,O-dimethyl 0-(2.4,5-trichlorophenyl) phosphorothionate (Ronnel); 2.4,5-trichlorophenol (TCP); or hexachlorophrene (HCP), or knows or has reason to believe that 2,3,7,8-Tetrachlorodibenzo-p-dioxin (TCDD) is present in the facility's effluent, shall provide estimated effluent concentrations for the dioxin and furan congeners listed in Table 6.

OTHER INDUSTRY PRIORITY POLLUTANT INFORMATION Existing secondary industries or existing primary industries that discharge nonprocess wastewater are required to submit the results of at least one effluent analysis for any chemical listed in Tables 2 and 3 known or believed to be present in the facility's effluent. In addition, submit the results of all other effluent analyses performed within the last three years for any chemical listed in Tables 2 and 3. New secondary industries or new primary industries that propose to discharge nonprocess wastewater are required to provide an estimated effluent concentration for any chemical listed in Tables 2 and 3 expected to be present in the facility's effluent.

ADDITIONAL TOXIC AND OTHER POLLUTANT INFORMATION All existing industries, regardless of discharge type, are required to provide the results of at least one analysis for any chemical listed in Table 4 known or believed to be present in the facility's effluent, and a measured or estimated effluent concentration for any chemical listed in Table 5 known or believed to be present in the facility's effluent. In addition, submit the results of any effluent analysis performed within the last three years for any chemical listed in Tables 4 and 5. New industries, regardless of discharge type, are required to provide an estimated effluent concentration for any chemical listed in Tables 4 and 5 expected to be present in the facility's effluent.

INJURIOUS CHEMICALS NOT PREVIOUSLY REPORTED New or existing industries, regardless of discharge type, are required to provide a measured or estimated effluent concentration for any toxic or otherwise injurious chemicals known or believed to be present in the facility's effluent that have not been previously identified in this Application . Quantitative effluent data for these chemicals that is less than five years old shall be reported .

Effluent Characteristics - Toxic Pollutants On the TOXIC POLLUTANTS excel table, indicate any toxic poliutanVs that is/are believed or known to be present in the effluent. If the effluent is not believed or known to contain any toxic pollutant from any of the five toxic pollutant groups above, enter nNA" for "Not Applicable," on the excel table, to indicate that you have considered and ruled out all toxic pollutant groups.

Table Data Outfall Number / Sample Sample Sample Sample 10: Date: Date: Date: Date:

Submitted via DMRs?

(Yes/No) PARAMETER CAS Conc. (ugll) Conc. (ug/l) Conc. (Ug/l) Conc. (ug/l) Sample Analytical No. Type Method NA- Not applicable https:/Imiwaters.deq.state.mi.us/nformlSubmissionVersionlf27fa4cd-57be-4dae-8e94-09d943bab4cc?retu. .. 4/1012018

MDEQ MiWaters Portal System - View Submission Page 19 of29 NOTE: If the effluent concentrations are estimated, place an "E" in the "Analytical Method" column . The following fields shall be completed for each data row:

Parameter, CAS No., Concentration(s), Sample Type, and Analytical Method. For analytical test requirements, see 40 CFR, Part 136. If Alternate Test Procedures were approved for any parameter listed above, an approval letter must be included with the application .

.Appendix to ihe Permit Application

17. WATER TREATMENT ADDITIVES Water treatment additives (WTAs) include any material that is added to water used at the facility or to wastewater generated by the facility to condition or treat the water. Examples of WTAs include biocides, f1occulants, water conditioners, pH adjusting agents, etc. WT A approvals are authorized by the DEQ under separate correspondence. The issuance of an NPDES permit does not constitute approval to use and discharge the WTAs for which approval is requested fls part of this Application .

A) Are any WT As added to water used at the facility or to wastewater generated by the facility?

Yes. Proceed to Item B.

B) Have these WTAs been previously approved by the DEQ?

Yes.

If you answered yes to the previous question : - Attachment(s)

Water Treatment Additive .xlsx - 03/31/201803:25 PM Comment: list compiles all additives that could be expected through outfalls 0010 and 001 F that eventually are discharged to 001A C) Submit a list of WTAs that are or may be discharged from the facility. A request to discharge WTAs shall include all of the following usage and discharge information for each WTA proposed to be discharged:

1. Safety Data Sheet (formerly known as Material Safety Data Sheet), AND product label if the product is a pesticide; 2. the proposed WT A discharge concentration with supporting calculations; 3. the discharge frequency (Le., number of hours per day and number of days per year); 4. the outfall and monitoring point from which the product is to be discharged; 5. the type of removal treatment, if any, that the WTA receives prior to discharge; 6. the product's function (e .g.,

microbiocide, f1occulant, etc.); 7. a 48-hour LC50 or EC50 for a North American freshwater planktonic crustacean (either Ceriodaphnia sp., Daphnia sp., or Simocephalus sp.); and 8. the results of a toxicity test for one (1) other North American freshwater aquatic species (other than a planktonic crustacean) that meets a minimum requirement of R 323.1057(2)(a) of the Water Quality Standards. Examples of tests that would meet this requirement include a 96-hour LC50 for rainbow trout, bluegill, or fathead minnow.

List the WT As in the following space Sodium Hypochlorite Spectrus DT 1403 (Sodium Bisulfite) Spectrus CT1300 (BETZ CT-2) NALCO Thruguard 404 Steammate PWR0240 (Morpholine) Hydrazine Nalco 1250 Plus (Carbohydrazide)

Boric Acid Sodium Nitrite (Calgon LCS-60) Betz Inhibitor AZ8100 (TTA) Aluminum Sulfate Sulfuric Acid Sodium Hydroxide GENGARD GN8020

.8.

Appendix to the Permit Application WHOLE EFFLUENT TOXICITY (WET) TESTS . Have any acute or chronic WET tests been conducted on any discharge(s) or receiving water(s) in relation to this facility's discharge within the last three (3) years? If yes, identify the tests and report the results on the forms provided in the Appendix for WET test reporting, unless the test results have been previously submitted to the DEQ within the last three (3) years. Comments:

No Section 6. Outfall Information and Effluent Characteristics (3 of 3)

OutfaJ/:001F Receiving water:Lake Michigan / 001A https:llmiwaters.deq.state.mi.us/nformlSubmissionV ersionlf27fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/1012018

MDEQ MiWaters Portal System - View Submission Page 20 of29 Instructions for this item are on Page 3 of the Appendix. tTo add additional outfalls, please use the "Add New Section" button at the bottom of this page, or select "Duplicate Section" to copy the outfall information and edit a portion of the fields on the page.

Appendix to the Permit Application

11. OUTFALL INFORMATION Feature Type Outfall Enter the outfall number (e.g., 001) :

001F Outfall Description Turbine Sump Discharge Enter the name of the receiving water:

Lake Michigan I 001A Outfall Locati on

42. 3233972,-86.31451609999999

12. TYPE OF WASTEWATER DISCHARGED THROUGH THIS OUTFALL Type of Wastewater Discharged (check a" that apply to this outfall):

Process Wastewater If you identified "Storm water subject to effluent guidelines" under Type of Wastewater Discharged, above, identify the effluent guideline category :

NONE PROVIDED If you identified "Others" under Type of Wastewater Discharged, above, specify the wastewater type(s):

NONE PROVIDED

13. FLOW What is the Maximum Design Flow Rate for this outfall. in MGD?

0.1 For the definition of seasonal vs . continuous discharge, CLICK HERE to view the application Appendix What maximum daily flow rate are you requesting authorization to discharge from this outfall for the next five years? For a seasonal discharge, enter flow using MGY and continue to subsection titled Seasonal Discharge; for a continuous discharge. enter flow using MGD and continue to subsection titled Continuous Discharge.

0.1 MGD

• Seasonal Discharge

, I https:llmiwaters.deq.state.mi.us/nformiSubmissionV ersionlt2 7fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 21 of 29 List the discharge periods by month and the volume discharged using the excel template below. Then enter the Actual Annual Total volume discharged in the field below.

Table Data NONE PROVIDED What is the actual annual total of seasonal discharge at this outfall?

NA

• Continuous Discharge -- Includes Batch Discharges How often is there a discharge from this outfall (on average)? HourslDay 24 How often is there a discharge from this outfall (on average)? Days/Year 355 Batch dischargers are required to provide the following additional information. Is there effluent flow equalization?

No What is the batch peak flow rate?

28gpm How many batches are discharged per day?

continuous discharge Batch Discharge Volumes and Duration Enter the information into excel.

Table Data Description Minimum Average Maximum Batch Volume (gallons)

Batch Duration (minutes)

Not Applicable - Continuos Discharge

.4. PROCESS STREAMS CONTRIBUTING TO OUTFALL DISCHARGE The information requested below is used to determine the applicable federal regulations for this facility. For each industrial process at the facility, provide the name, the SIC or the NAICS code, and a brief description of the process. As part of each description, identify a reasonable measure of the facility's actual long-term daily production and average number of production days per year. In many cases, this is the average daily or average annual production rate from the last five years . Some federal regulations require that certain industries report different information, depending on the type of process. The Summary of Information to Be Reported by Industry Type, pages 10-11 of the Appendix, includes an abbreviated list of industrial categories and their specific Application requirements. If https:llmiwaters.deq.state.mi.us/nformlSubmissionV ersionlf2 7fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 22 of29 the industrial process does not have specific Application requirements and recent long-term production rates are not an appropriate measure of future production, report the expected annual production rate for the next five (5) years, or for the life of the permit.

Appendix to the Permit Application PROCESS STREAMS CONTRIBUTING TO OUTFALL DISCHARGE Enter the information into excel.

Table Data Turbine Sump Drainage 4911 The turbine sump collects filtered floor drainage from the turbine building which is treated by an (Outfall 001 F) oil/water separator prior to discharge to outfall 001 F.

Appendix to the Permit Application

.5. EFFLUENT CHARACTERISTICS - CONVENTIONAL POLLUTANTS EFFLUENT CHARACTERISTICS* CONVENTIONAL POLLUTANTS Enter the information into excel.

Table Data Submitted Waiver Request Parameter Maximum Maximum Daily Units Number of Sample via e-DMRs and the Rationale Monthly Concentration Analyses Type Behind the Request Concentration Request waiver, no Biochemical Oxygen mg/l Grab/

source addition Demand - five day 24-Hr (BOD5) Comp Request waiver, no Chemical Oxygen mg!1 Grab!

source addition Demand (COD) 24-Hr Comp Request waiver, no Total Organic mg/l Grab!

source addition Carbon (TOC) 24-Hr Comp Request waiver, no Ammonia Nitrogen mg/l Grab!

source addition (as N) 24-Hr Comp Request waiver, Total Suspended mg/l Grab!

applied internally at Solids 24-Hr source as a Comp treatment technology Waiver Request Not Total Dissolved mg/l Grab!

Required Solids 24-Hr Comp Waiver Request Not Total Phosphorus mg/l Grab!

Required (asP) 24-Hr Comp Waiver Request Not Fecal Coliform Maximum 7-day countsl1 DDml Grab Required Bacteria (report geometric means)

Maximum 7-day Grab https:llmiwaters.deq.state.mi.us/nformiSubmissionV ersionlf2 7fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 23 of29 I

Waiver Request Not Escherichia coli countS/100 Required (report geometric means) II ml I!

r """-'" ---.."..,..""" -.~;

i Waiver Request Not Total Residual , mgtl or mgtl Grab

'! Required Chlorine l

I

~ 1!

Waiver Request Not Dissolved Oxygen Do Not Use Minimum Daily mgtl I Grab Required I

yes pH (report maximum and minimum of Minimum Maximum standard units I,! Grab J

, individual samples) j I

yes Temperature, 'F 'C Grab Summer yes Temperature, Winter ' F 'C Grab

-~.

Waiver Request Not Oil & Grease mgtl Grab Required Grab Please Note: Rule 323.1062 allows the use of either Escherichia coli or Fecal Coliform Bacteria as an indicator that effluent has been disinfected. The DEQ will use the indicator selected below in the permit issued based on this Application.

NONE PROVIDED

.6. EFFLUENT CHARACTERISTICS - TOXIC POLLUTANTS Instructions: Do not submit a blank excel table. Review the five toxic pollutant groups below, and indicate on the excel table any toxic pollutanVs that is/are believed or known to be present in the effluent. If the effluent is not believed or known to contain any toxic pollutant from any of the five toxic pollutant groups below, enter "NA" for "Not Applicable," on the excel table, to indicate that you have considered and ruled out all toxic pollutant groups. Tables 1 - 6, referenced below, are located in the Appendix.

CLICK HERE to open the Appendix to the Permit Application PRIMARY INDUSTRY PRIORITY POLLUTANT INFORMATION EXisting primary industries that discharge process wastewater are required to submit the results of at least one permittee-<:ollected effluent analysis for selected organic pollutants identified in Table 2 (as determined from Table 1, Testing Requirements for Organic Toxic Pollutants by Industrial Category), and all of the pollutants identified in Table 3. Existing primary industries are required to also provide the results of at least one permittee-collected effluent analysis for any other chemical listed in Table 2 known or believed to be present in the facility's effluent. In addition, submit the results of all other effluent analyses performed within the last three years for any chemical listed in Tables 2 and 3. New primary industries that propose to discharge process wastewater are required to provide an estimated effluent concentration for any chemical listed in Tables 2 and 3 expected to be present in the facility's effluent.

DIOXIN AND FURAN CONGENER INFORMATION Existing industries that use or manufacture 2,3,5-trichlorophenoxy acetic acid (2,4,5-T); 2-(2,3,5-trichlorophenoxy) propanoic acid, (Silvex, 2,3,5-TP);

2-(2,4,5-trichlorophenoxy) ethyI2,2-dichloropropionate (Erbon); O,O-dimethyl O-(2,4,5-trichlorophenyl) phosphorothionate (Ronnel); 2,4,5-trichlorophenol (TCP);

or hexachlorophrene (HCP), or knows or has reason to believe that 2,3,7,8-Tetrachlorodibenzo-p-dioxin (TCDD) is present in the facility's effluent, are required to submit the results of at least one effluent analysis for the dioxin and furan congeners listed in Table 6. All effluent analyses for dioxin and furan congeners shall be conducted using USEPA Method 1613. In addition, submit the results of all other effluent analyses performed within the last three (3) years for any dioxin and furan congener listed in Table 6. New industries that expect to use or manufacture 2,3,5-trichlorophenoxy acetic acid (2,4,5-T);

2-(2,3,5-trichlorophenoxy) propanoic acid (Silvex, 2,3,5-TP); 2-(2,4,5-trichlorophenoxy) ethyl 2,2-dichloropropionate (Erbon); O,O-dimethyl 0-(2,4,5-trichlorophenyl) phosphorothionate (Ronnel); 2,4,5-trichlorophenol (TCP); or hexachlorophrene (HCP), or knows or has reason to believe that 2,3,7,8-Tetrachlorodibenzo-p-dioxin (TCDD) is present in the facility's effluent, shall provide estimated effluent concentrations for the dioxin and furan congeners listed in Table 6.

https:llmiwaters.deq.state.mi.us/nformlSubmissionVersionlf2 7fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 24 of29 OTHER INDUSTRY PRIORITY POLLUTANT INFORMATION Existing secondary industries or existing primary industries that discharge nonprocess wastewater are required to submit the results of at least one effluent analysis for any chemical listed in Tables 2 and 3 known or believed to be present in the facility's effluent. In addition, submit the results of all other effluent analyses performed within the last three years for any chemical listed in Tables 2 and 3. New secondary industries or new primary industries that propose to discharge nonprocess wastewater are required to provide an estimated effluent concentration for any chemical listed in Tables 2 and 3 expected to be present in the facility's effluent.

ADDITIONAL TOXIC AND OTHER POLLUTANT INFORMATION All existing industries, regardless of discharge type, are required to provide the results of at least one analysis for any chemical listed in Table 4 known or believed to be present in the facility's effluent, and a measured or estimated effluent concentration for any chemical listed in Table 5 known or believed to be present in the facility's effluent. In addition, submit the results of any effluent analysis performed within the last three years for any chemical listed in Tables 4 and 5. New industries, regardless of discharge type, are required to provide an estimated effluent concentration for any chemical listed in Tables 4 and 5 expected to be present in the facility's effluent.

INJURIOUS CHEMICALS NOT PREVIOUSLY REPORTED New or existing industries, regardless of discharge type, are required to provide a measured or estimated effluent concentration for any toxic or otherwise injurious chemicals known or believed to be present in the facility's effluent that have not been previously identified in this Application . Quantitative effluent data for these chemicals that is less than five years old shall be reported .

Effluent Characteristics - Toxic Pollutants On the TOXIC POLLUTANTS excel table, indicate any toxic poliutanVs that is/are believed or known to be present in the effluent. If the effluent is not believed or known to contain any toxic pollutant from any of the five toxic pollutant groups above, enter "NA" for "Not Applicable," on the excel table, to indicate that you have considered and ruled out all toxic pollutant groups.

Table Data Outfall Number / Sample Sample Sample Sample 10: Date: Date: Date: Date:

Submitted via DMRs?

(Yes/No) PARAMETER CAS Conc. (ug/l) Conc. (ug/l) Conc. (ug/l) Conc. (ug/I) Sample Analytical No. Type Method NA- Not applicable NOTE: If the effluent concentrations are estimated, place an "En in the "Analytical Method" column. The following fields shall be completed for each data row:

Parameter, CAS No., Concentration(s), Sample Type, and Analytical Method. For analytical test requirements, see 40 CFR, Part 136. If Alternate Test Procedures were approved for any parameter listed above, an approval letter must be included with the application.

Appendix to the Permit Application

.7. WATER TREATMENT ADDITIVES https:llmiwaters.deq.state.mi.us/nforrnlSubmissionV ersionlf2 7fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 25 of29 Water treatment additives (WTAs) include any material that is added to water used at the facility or to wastewater generated by the facility to condition or treat the water. Examples of WTAs include biocides, fiocculants, water conditioners, pH adjusting agents, etc. WTA approvals are authorized by the DEQ under separate correspondence . The issuance of an NPDES permit does not constitute approval to use and discharge the WTAs for which approval is requested as part of this Application.

A) Are any WTAs added to water used at the facility or to wastewater generated by the facility?

Yes. Proceed to Item B.

B) Have these WTAs been previously approved by the DEQ?

Yes.

If you answered yes to the previous question: - Attachment(s)

Water Treatment Additive.xlsx - 03/31/201803:57 PM Comment: list compiles all additives that could be expected through outfalls 0010 and 001 F that eventually are discharged to 001 A C) Submit a list of WTAs that are or may be discharged from the facility. A request to discharge WTAs shall include all of the following usage and discharge information for each WTA proposed to be discharged:

1. Safety Data Sheet (formerly known as Material Safety Data Sheet), AND product label if the product is a pesticide; 2. the proposed WTA discharge concentration with supporting calculations; 3. the discharge frequency (Le., number of hours per day and number of days per year); 4. the outfall and monitoring point from which the product is to be discharged; 5. the type of removal treatment, if any, that the WTA receives prior to discharge; 6. the product's function (e.g.,

microbiocide, fiocculant, etc.); 7. a 48-hour LC50 or EC50 for a North American freshwater planktonic crustacean (either Ceriodaphnia sp., Daphnia sp., or Simocephalus sp.); and 8. the results of a toxicity test for one (1) other North American freshwater aquatic species (other than a planktonic crustacean) that meets a minimum requirement of R 323.1057(2)(a) of the Water Quality Standards. Examples of tests that would meet this requirement include a 96-hour LC50 for rainbow trout, bluegill, or fathead minnow.

List the WTAs in the follow ing space Sodium Hypochlorite Spectrus DT 1403 (Sodium Bisulfite) Spectrus CT1300 (BETZ CT-2) NALCO Thruguard 404 Steammate PWR0240 (Morpholine) Hydrazine Nalco 1250 Plus (Carbohydrazide)

Boric Acid Sodium Nitrite (Calgon LCS-60) Betz Inhibitor AZ81 00 (TTA) Aluminum Sulfate Sulfuric Acid Sodium Hydroxide GENGARD GN8020 Appendix to the Permit Application

18. WHOLE EFFLUENT TOXICITY (WET) TESTS. Have any acute or chronic WET tests been conducted on any discharge(s) or receiving water(s) in relation to this facility's discharge within the last three (3) years? If yes, identify the tests and report the results on the forms provided in the Appendix for WET test reporting, unless the test results have been previously submitted to the DEQ within the last three (3) years. Comments :

No Section 7. Storm Water 11 . ls this facility engaged in a regulated "industrial activity" as defined in 40 CFR 122.26(b)(14)? To make this determination, see the DEQ Storm Water website (http://www.michigan.gov/deqstormwater, then click on Industrial Program, then click on Primary Activities & Standard Industrial Classification (SIC) Codes.

Yes . Continue to question 7.2 1 2. Is the storm water from this facility discharged to a surface water of the state either directly or through another conveyance (e.g., municipal separate storm sewer system)? Note: If storm water is discharged to a municipal combined storm sewer system, a municipal wastewater treatment system, or a privately*owned activated sludge treatment system, check the "No" box.

Yes. Provide the name(s) of the surface water(s) of the state: Continue to question 7.3.

https:llmiwaters.deq.state.mi.us/nformiSubmissionV ersionlf2 7fa4cd-57be-4dae-8e94-09d94 3bab4cc?retu... 411 0/20 18

MDEQ MiWaters Portal System - View Submission Page 26 of29 Names Lake Michigan

13. Are any industrial activities or materials exposed to storm water at this facility?

Yes. Complete the remainder of Section 7.

Use the link to make a determination Click here to see the No Exposure Certification Guidance page

14. Does this facility have an Industrial Storm Water Certified Operator who has supervision over the facility's industrial storm water treatment and control measures?

Yes. Provide that person's name and number on the lines provided, then continue to question 7.5:

For information go to the link below then click on Industrial Program, then look under Storm Water Program Certified Operator Training.

For more information click here Name and Number Steve Andrews 12447 and Bill Turco 12441

15. Has a Storm Water Pollution Prevention Plan (SWPPP) been developed and implemented for this facility?

Yes. Continue to question 7.6.

For information go to the link below, then click on Industrial Program, then look under Storm Water Pollution Prevention Plans.

For more information click here

16. READ ALL PARTS OF THE FOLLOWING QUESTION BEFORE RESPONDING: Does this facility discharge storm water to a surface water of the state or a municipal separate storm sewer system from a Special-Use Area?

No. Continue to 7.7.

Check all Special-Use Area(s) that apply (See explanation below). Continue to question F.2):

NONE PROVIDED A) Secondary containment structure(s) required by state or federal law. Attach a list of the materials stored in this area. B) Areas identified on Michigan's list of Sites of Environmental Contamination, pursuant to the Natural Resources and Environmental Protection Act, 1994 PA 451, as amended, Part 201 (formerly 307)

C) A facility that the DEQ has determined discharges storm water that is a significant contributor of pollutants to surface waters of the state

2) Has a Short-Term Storm Water Characterization Study (STSWCS) Plan been approved by the DEQ for this facility?

No. Continue to 7.7.

Have any changes occurred at the facility which could result in the discharge of pollutants that differ from those identified in the previously approved STSWCS Plan?

NONE PROVIDED

17. Additional Information - Attachment(s)

NONE PROVIDED Comment: Industrial activities or materials exposed to storm water at this site are minimal and very well monitored.

https:llmiwaters.deq.state.mi.us/nformlSubmissionV ersionlf2 7fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 411 0/20 18

MDEQ MiWaters Portal System - View Submission Page 27 of29 Section 8. Cooling Water Intake Structures COOLING WATER INTAKE STRUCTURES The withdrawal of cooling water removes and kills hundreds of billions of aquatic organisms from waters of the United States each year, including fish, shellfish, fish eggs, and larvae. Aquatic organisms drawn through cooling water intake structures (CWIS) are either impinged (I) against components of the intake structure or get drawn into or entrained (E) in the cooling water system itself. Most impacts are to the early life stages of aquatic organisms. Due to the adverse environmental impact of I and E on aquatic organisms, USEPA has promulgated rules under section 316(b) of the Clean Water Act to set national performance standards to minimize the mortality of aquatic organisms from I and E for new and existing industrial facilities . Section 316(b) requires that the location, design, construction , and capacity of CWISs reflect the best technology available (BTA) for minimizing adverse environmental impacts (I and E). All new or existing facilities utilizing a surface water intake structure to provide cooling water shall submit information for review as specified below. Please complete the following questions, compile the requested information, and submit the information as an attachment to this Application. The rules and requirements referenced below can be accessed at http://www.michigan.gov/deqnpdes. Underthelnformationbanner.click on 316(b) Cooling Water Intake Structure Guidance.

8.1 - Does or will the facility use a surface water intake structure as a cooling water source for the facility? Use of an intake structure includes obtaining water by any sort of contract or arrangement with an independent supplier if the supplier is itself not a facility covered by the requirements of 40 CFR 125 Subparts I or J, except as provided in §125.91(c) and (d).

Yes. Continue to question 8.2.

8.2- Does or will the intake structure have a design intake flow (DIF) rate (instantaneous maximum) greater than 2 MGD and does or will the facility use at least twenty-five percent of water withdrawn exclusively for cooling purposes?

Yes. Continue to question 8.3.

If you selected no for the previous question. In accordance with 40 CFR 125.90(b), CWISs that do not meet these threshold requirements are required to be evaluated on a case-by-case, best professional judgment (BPJ) basis. Please submit the information specified in 40 CFR 122.21(r)(2), (3), and (5). In addition, please identify the DIF rate and actual intake flow (AIF) rate, which is the annual average intake flow rate over the three previous years, and any significant changes to operations expected for the facility or CWIS over the next five years . Also include a summary of any available data for I and E for the CWIS (including data, estimates, or descriptions on the volume or number of fish removed by trash removal systems). Stop: Do not complete the rest of Section VI.

8.3- Check the appropriate box(es) below to identify whether the facility is new or existing, and provide the additional information as specified w ithin each classification selected:

Existing Facility If it is a new facility. In accordance with the Final Rules promulgated by US EPA under 316(b) and effective January 17, 2002, new facilities shall submit the information specified in 40 CFR 122.21(r) and 40 CFR 125.86. If it is an existing facility. In accordance with the Final Rules promulgated by USEPA under 316(b) and effective October 14, 2014, existing facilities (including those utilizing a closed-cycle recirculating cooling system) shall submit the information specified in 40 CFR 122.21(r)(2), (3), (4), (5), (6), (7), and (8), AND one or both of the following if applicable (check one or both as applicable):

A) Existing Facilities Greater than 125 MGD AIF. In addition to submitting the information listed above for existing facilities, these facilities shall also submit the information specified in §122.21 (r)(9), (10), (11), (12), and (13). B) New Units at Existing Facilities. In addition to submitting or updating the information listed above for existing facilities, these facilities shall also submit the information specified in §122.21(r)(14).

Existing Faci lity

, A)

Attach the compiled information described in the previous questions. - Attachment(s) 316B submittal2018.pdf - 03/31/2018 04:38 PM Comment:

https:llmiwaters.deq.state.mi.us/nformlSubmissionV ersionlf27fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 28 of29 Note: In accordance with 40 CFR 125.95, permittees whose current permit expires PRIOR to July 14, 2018, may request an alternate schedule for the submittal of these Application requirements if they can demonstrate that they could not develop all of the required information by the date of Application submission. For Applications due April 2015 through April 2017, the Application shall include the information requested in §122.21 (r)(2), (3), (5), (7), and (8); the permittee may submit a demonstration and request an altemate schedule for the Application requirements speCified in §122.21(r)(4), (6), (9), (10), (11), (12), or (13). Any demonstration should include a proposed alternate schedule for submission of these Application requirements; the proposed schedule should be as soon as practicable. The Department will consider the proposed schedule in setting the alternate submittal dates. Permittees whose Applications are due in April 2018, MUST submit the required Application materials with the Application for permit reissuance. If the Final Rules promulgated under 316(b) are stayed or otherwise modified, the Department may revise these Application and permitting requirements.

Comments :

NONE PROVIDED Section 9. Other Information Comments (As needed)

NONE PROVIDED Additional Documents (As needed) - Attachment(s)

NONE PROVIDED Comment: NONE PROVIDED Attachments Date Attachment Name Context 02/221201812 :29 PM Location maps.pdf v1 - Section 4. Additional Information 03/31/201803:14 PM Water Treatment Additive.xlsx v1 - Section 6. Outfall Information and Effluent Characteristics 03/31/201804:38 PM 316B submittal 2018.pdf v1 - Section 8. Cooling Water Intake Structures 03/31/201803:57 PM Water Treatment Additive .xlsx v1 - Section 6. Outfall Information and Effluent Characteristics -j 02/221201812:25 PM Circulating water flow.pdf v1 - Section 4. Additional Information 03/31/201803:25 PM Water Treatment Additive.xlsx v1 - Section 6. Outfall Information and Effluent Characteristics Status History Date User Processing Status 2/22/201810 :31:20 AM Steven Andrews Draft 3/31/20184 :48:09 PM Steven Andrews Submitted Processing Steps Step Name Assigned To/Completed By Date Completed Form Submitted Steven Andrews 03131/201804:48 PM https://miwaters.deq.state.mi.us/nform/SubmissionVersionlf27fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/10/2018

MDEQ MiWaters Portal System - View Submission Page 29 of29 https:llmiwaters.deq.state.mi.us/nformiSubmissionV ersionlf2 7fa4cd-57be-4dae-8e94-09d943bab4cc?retu... 4/10/2018

PalisadeS Plant Circulating Water 12,OOOgpm

• totaI~.on System SodLrTl per ErMronmercal H)1)OChIorite Manual Injection MaIn 396.000 gpm total Condenser

. . . - 316.000 gpm lotal Qjlution Water Flow (2typJ 40 OQO gpm eachl DIlution Water Pumps (2 typ.)

40,000 gpm each (Ref SC*~1o.02)

Circulating water flow intake is from Lake Michigan and is the major intake for the site. This flow is provided by 2 dilution water pumps that are designed to provide 40,000 gpm though they are operated below these values. This intake water feeds into a continuous reCirculating cooling loop for the plant condenser that includes 2 cooling towers banks from which an estimated 6,000 gpm are evaporated.

Addition intake is withdrawn by 3 service water pumps that provided 6,000 gpm each for cooling multiple smaller systems in the plant. Most frequent normal operation requires two pumps in service with occasion operation of all 3 during hot summer periods.

EXIBIT 1-10 Schemallc of Water Flow Entergy SeIVk:eS Inc J..----I\IOutfall Pallades Nuclear Plan!

~ 001A NPOES Permit MIOOO1457 123.84 MGO to Lake Michigan Planllntake (135.2 MGD permitted)

~ _________2~10 _0.10 M~£ Turbine 11

_ _....-IL~ MIxIng Sump

,BasIn ~-,---"",-",;f.~, 001 F 0.10 MGO Tank T-41 141.12MGO t II L.-.~--r- ....... i j i ---.- ---. .__._--..---.. *--......-*----t*..*-*..**..-*

11 1 II 1 ~I Ii I 'A' Cooling

..- 'T I ! I

:":.': I II s.;ator Turbine Sump I

'8' Cooling I:.

Diutlon ~ T~rPump Willer Pumps I

• Su~ Baain ._._ ___ j I

II Turbine I

I

• I ! Condenser I,

'A'T:~ I---+--~!I~;'I-I.~

I ! L

~--i I" Turbine B~~

III L.,---,-----' 'B' Cooing r Hotwell I~ I ! L---,r- I Tower I I I !

I I"'I1II l'

!I II:

L.__ ---... "---.--..--_. ~-.-~

I I :

Plant Intake Screens  ! 1 I

11 IIIH

I I

.~ GO 8.64 MGD II I Feedwater fa

--'--l I! I' ~p~lan-t-H~emm-9--

!, II' Evaporation Heater Train f-- I

---

~--~ I, I HOU88 Service L..-_ _ _- - I Cool1n; Taw.,

Blowdown i! il System w"" ....... ~+-. __________ ~=J L-L_ G_!._,e,...:'_OI1I.....j1-t till I ............. I!

! System 1 I II

! :I i

I Primary SyG'lem I

r Dirty Sy8lem

~~=:::==::_.. __..__ lJ I

i I!

I .,. ,

I  : .------------------t*----------------- ~ I I

i Primary Make*Up UtIlIty Water Condel1$8le I+- :  !

I Wet., Storage Storage SI~~Tan ~..:_*-

k I I TankT-90 TankT.91 I

~_~_L-,  : }r

+  :

Make-up Watar System I ~

I I

Demineralized  :

!t_____________________

W;=~ ~---1 l

Continuous Flow a Revi$ed 3/18108 IntennlHant Flaw ---.-.--+ JMWoyehoski

ROUTES OF ACCESS TO Palisades Plant 30TH AVE 32ND AVE COVERT 34TH AVE NOTE PROCEDE WEST FROM EXli 13 APPROX. 1/2 MILt TO BLUE S1ittR .

HIGHWA~. TURN RtGHT AND DRIVE APPROX. I MILE TO PLANT ENTRANCE.

Rt"~O.

INTERSTATE INTERCHANGE

...co 24000 36000 32000 o

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~

Lake Me Palisades Nuclear Power Plant NPDES Permit MI0001457 Section I - General Information Item 11

Palisades Nuclear Power Plant NPDES Permit MI0001457

Outfa II

• Additive Usage 001A Sodium Hypochlorite Chlorinate Condenser Cooling Water 001A Spectrus OT 1403 (Sodium Bisulfite) Oehalogenate Cooling Water 001A Spectrus CT1300 (BETZ CT-2) Zebra Mussel Control 001A NALCO Thruguard 404 Scale Prevention and Control 001Aj001F Steammate PWR0240 (Morpholine) Control pH 0010j001F Hydrazine Corrosion Control 0010jOOlF Nalco 1250 Plus (Carbohydrazide) Corrosion Control 0010jOOlF Boric Acid Corrosion Control 0010 Sodium Nitrite (Calgon LCS-60) Corrosion Control 0010jOOlF Betz Inhibitor AZ8100 (ITA) Biological Control 001F Aluminum Sulfate Scale Control OOlF Sulfuric Acid pH Control 0010 Sodium Hydroxide pH Control OOlF GENGARO GN8020 Scale Control

• outfalls 0010 and OOlF drain to 001A UNK - small, infrequent quantity at discharge

Approval Date Discharge Concentration Grandfathered previous permits <0.200 ppm TRO discharge Grandfathered previous permits set to control TRO above Grandfathered previous permits nondetect on discharge MDEQ Approval Letter 2/1/2007 0.4 ppm normal! 4.0 ppm max Grandfathered previous permits UNK Grandfathered previous permits <0.017 ppm MDEQApproval Letter 10/31/1996 <0.830 ppm MDEQ Approval Letter 08/25/1988 1.9 ppm MDEQ Approval Letter 06/7/1993 UNK MDEQ Approval Letter 08/09/2000 30 PPM 4X per year MDEQ Approval Letter 03/18/1990 UNK Grandfathered previous permits UNK Grandfathered previous permits UNK MDEQ Approval Letter 02/20/2018 7.0 ug/I