L-03-195, Firstenergy Nuclear Operating Company, Amended Application for Beaver Valley Power Station, NPDES Permit No. PA0025615

Firstenergy Nuclear Operating Company, Amended Application for Beaver Valley Power Station, NPDES Permit No. PA0025615

ML040340173
Person / Time
Site:	Beaver Valley
Issue date:	01/19/2004
From:	Lash J FirstEnergy Nuclear Operating Co
To:	Milcic K Office of Nuclear Reactor Regulation, State of PA, Dept of Environmental Protection
References
L-03-195, PA0025615
Download: ML040340173 (150)

Text

FirstEnergy Nuclear Operating Company (FENOC)

Beaver Valley Power Station

_ _ _ _j s.-_ io _ j Amended Application for NPDES Permit No. PA0025615 January 2004

Beawt Vaney Power Stion FENOC Route168 P.O. Box 4 Shippingpon. PA 15077-0004 i-/Q-04 L-03-1 95 Ms. Kareen Milcic Pennsylvania Department of Environmental Protection 400 Waterfront Drive Pittsburgh, PA 15222-4745 Amended Application for Beaver Valley PoNver Station NPDES Permit No. PA0025615

Dear Ms. Milcic:

Enclosed please find three copies of the Pennsylvania Department of Environmental Protection (DEP) amended NPDES Permit application for First Energy Nuclear Operating Company (FENOC) Beaver Valley Power Station. Included with each are copies of the letters and certified mail receipts providing notice to the Borough of Shippingport and Beaver County that the amended NPDES permit application is being submitted. A check for $500.00 for payment of the application fee is enclosed.

The following summarizes the pertinent information related to this NPDES permit amended application.

1. Amended wastewater contributing to Outfall 001 as follows:

• Included the Unit 2 Cooling Tower pumphouse pump seal water leakoff as Internal Monitoring Point (IMP) 201. Note that IMP 201 was previously identified as IMP 213 contributing to Outfall 013- Pegg's Run. As we discussed during your visit on November 5, 2003, the piping was modified and the waste water is now recycled into the Unit 2 Cooling Tower basin. This was indicated in the August 2003 submittal.

• Unit 2 chemical waste sump and the circulating water vent (a.k.a. Gooseneck) were added as contributing to Outfall 001. Both receive Service Water (the nomenclature for river water at Unit 2) from leakage and system draining for maintenance activities.

• Added closed loop cooling water as a source to Outfall 001. Closed loop cooling water leakage may occur infrequently if there is equipment failure associated with a closed loop cooling system (e.g., heat exchanger tube leak).

• Amended applicable intermittent discharge average and maximum flows for wastewater contributing to Outfall 001.

• bTS

L-03-195 Page 2

• Deleted IMP 501, Unit 1 Steam Generator Pre-Filter backwash from wastewater contributing to Outfall 001. IMP 501 is no longer used and there are no plans for future use.

FENOC requests that sampling and monitoring requirements for IMP's 301 and 401 be deleted, and believes sampling and monitoring of the Unit 2 chemical waste sump is unnecessary because each of these sources is returned to the Unit 2 cooling tower basin and recycled in the same manner as IMP 201. The Department has already given approval to delete IMP 201.

2. Amended wastewater contributing to Outfall 002 to include decanted untreated river water from the main intake structure before desilting maintenance of the intake bays. This decanted water has previously been approved by the Department to be returned via Outfall 002. The applicable intermittent discharge average and maximum flows for wastewater contributing to Outfall 002 were amended. The amended flows were included in the August 2003 submittal.

3. Amended wastewater sources contributing to Outfall 003 as follows:

• Included Ecolochem make-up water-treating-system reverse osmosis reject water.

• Revised sources of wastewater to IMP 303 and 403 including non-contact cooling water (river water) from the Unit 1 Emergency Diesel Generators.

• Added IMP 503, ERF Diesel Fuel offloading pad oil/water separator (V-OS-3). This was included in the August 2003 submittal.

. Amended applicable intermittent discharge average and maximum flows for wastewater contributing to Outfall 003.

. Included recalculated stormwater drainage area contributing to Outfall 003.

FENOC requests that sampling and monitoring of IMP's contributing to Outfall 003 be deleted since sampling and monitoring for Outfall 003 can be performed from MH-1 in the North Yard. MH-l is currently the designated sample point for Outfall 003 for the NPDES Consent Order, Part 5 already agreed upon with the Department.

4. Revised the intermittent discharge flow average and maximum for Outfall 004 based upon actual flow measurements obtained over the past three years.

5. Amended wastewater contributing to Outfall 006 to include decanted untreated river water from the alternate intake structure before desilting maintenance of the intake bays. This decanted water has previously been approved by the Department to be returned via Outfall 006. The applicable intermittent discharge average and maximum flows for wastewater contributing to Outfall 006 were amended.

6. Amended applicable intermittent discharge average and maximum flows for wastewater contributing to Outfall 007 (at the alternate intake structure).

FENOC requests that sampling and monitoring for Outfall 007 only apply during discharge. A

"~' Discharge only occurs whenever the Unit I and Unit 2 cooling tower blowdown is isolated

L-03-195 Page 3 (normally an infrequent test during a refueling outage). The Department has already agreed to this condition under the current permit.

7.. Amended applicable intermittent discharge and maximum flows for Outfall 008.

• Revised the wastewater flow diagram to indicate that Outfall 008 shares a common concrete headwall at the Ohio River with Outfall 004.

• Included recalculated stormwater drainage area contributing to Outfall 008.

8. Amended Outfall 010 continuous discharge flow based upon actual data over the past three years, and added closed loop cooling water (described previously as a contributor to Outfall 001) in the case of leakage due to mechanical failure.

9. Amended Outfall 011 as follows:

. Included miscellaneous contribution from condensate polishing building drains, control building/cable tunnel sumps, demineralized water tank drains, service water valve pit drains, main steam/cable vault drains, safeguards valve pit drains, and service building/pipe tunnel drains. These were identified in the August 2003 submittal.

• Amended sources of wastewater contributing to oil/water separators WOS-22 (IMP 111) and WOS-23 (IMP 211).

. Amended applicable intermittent discharge flow data.

• Included recalculated stormwater drainage area contributing to Outfall 011.

FENOC requests that sampling and monitoring of IMPs and miscellaneous wastewater sources contributing to Outfall 011 be deleted because sampling and monitoring for Outfall 01I can be performed from MH-9 near the main intake structure.

10. Amended Outfall 012 as follows:

• The location of Outfall 012 and contributing stormwater piping and drains was changed on the enclosed site plan that shows Outfalls and uncontaminated stormwater discharge points.

• The revised site plan shows that stormwater from the Training and Simulator building parking lots and the FirstEnergy Long Term Storage Facility do not contribute to Outfall 012.

• Included recalculated stormwater drainage area contributing to Outfall 012.

11. Amended Outfall 013 as follows:

• Deleted contribution from the Unit 2 Cooling Tower pumphouse seal water leak-off (IMP 213-see information in Item I above). This was identified in the August 2003 submittal.

• Revised the stormwater area shown to contribute to Outfall 013.

L-03-195 Page 4

. Included recalculated stormwater drainage area contributing to Outfall 013.

FENOC requests that actual sampling for Outfall 013 be performed at Catch Basin 75 where all contributing sources combine prior to flowing into Peggs Run. FENOC determined that the effluent from IMP 413 (the Auxiliary boiler fuel fill oil/water separator WOS-24) joins the effluent from the Unit 2 Sewage Treatment Plant (IMP 113) downstream from MH-62. The combined water then flows to MH-63A before flowing to Catch Basin 75 where it merges with Outfall 013 stormwater prior to discharge into Peggs Run. Catch Basin 75 is the last drain on the Outfall 013 path to Peggs Run.

12. Added stormwater-only Outfall 014 that discharges into Peggs Run.

13. Added stormwater-only Outfall 015 that discharges into Peggs Run.

14. Added stormwater-only Outfall 016 that discharges into Peggs Run.

15. Added stormwater-only Outfall 017 that discharges into Peggs Run.

As required to support and supplement the application, a revised Wastewater Flow Diagram and an NPDES Outfall and Stormwater plan are enclosed as well.

As we indicated by telephone, FENOC looks forward to discussing this package with you in detail. For more information, please contact Mr. Edward Hubley at 724-682-7340, Michael Banko at 724-682-5874, or Scott Brown at 330-384-4657.

Sincerely, tilQ4 .;Q L James H. Lash Plant General Manager cc: US Nuclear Regulatory Commission (Note: No NRC commitments are contained in this submittal.)

3620.PM-WOOOOB Rev. 999 NPDES Number PA 0025615 COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION Project No. PA0025615

<<l [V4L../i@W WATER MANAGEMENT PROGRAM NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)

Application for NPDES Permit New and Existing Industrial Dischargers SECTION A. APPLICANT IDENTIFIER Applicant Name First Energy Nuclear Operating Company (FENOC)

Beaver Valley Power Station SECTION B. GENERAL INFORMATION

1. SIC Codes Corresponding SIC Description 1 St 4911 Electric power, distribution, and transmission.

2nd 31' - -- -

4t

2. General Description and Nature of Business Two (2) unit, pressurized water reactor (PWR), nuclear Power generating station.

2 _ _ _ _ _ _ _ _ _ _ _ _ _ _

3. List all NPDES and Part II Water Quality Management Permits presently held for this facility PAG-2-0004 03-027- NPDES Permit for Discharge of Storm Water from Construction Activities: To expand security Perimeter per US NRC.

3620-PM-WO0008 Rev. 9199 NPDES Number PA G02561 5 SECTION B. (continued)

4. Attach Topographic Map - See Instructions

'lease see Attachment 1: Topographic Map

--. Outfall Location: For each outfall, list the latitude and longitude of its location to the nearest second and the name of the receiving water. Where available, the receiving stream width and depth should also be provided using actual measurements or topographic map and navigational charts.

LOW FLOW FINAL LATITUDE LONGITUDE STREAM OUTFALL NUMBER 1.DEG. 2. MIN. 3. SEC. 1. DEG. 2. MIN. 3. SEC. (Name) Width

. eFt.

001 40 37 16 80 26 19 Ohio River 002 40 37 26 80 26 07 Ohio River 003 40 37 26 80 26 07 Ohio River 004 40 37 30 80 26 02 Ohio River 006 40 37 26 80 26 07 Ohio River 007 40 37 26 80 26 07 Ohio River 008 40 37 30 80 26 02 Ohio River 010 40 37 15 80 26 21 Ohio River 011 40 37 28 80 26 05 Ohio River 012 40 37 38 80 25 70 Pegg's Run 013 40 37 43 80 25 77 Pegg's Run "14 40 37 43 80 25 78 Pegg's Run 15 40 37 41 80 25 71 Pegg's Run 016 40 37 36 80 25 66 Pegg's Run 017 40 37 32 80 25 61 Pegg's Run

6. Preparedness, Prevention, and Contingency (PPC) Planning Does the facility have a PPC plan which has been reviewed and approved by the Department?

p3 Yes December 2002 Date of Approval al No (attach 2 copies for review and approval)

Does the facility have nay other related plans, such as a Pollution Incident Prevention (PIP) Plan or a Spill Prevention Control 3 Yes D No and Counter Measure (SPCC) Plan?

Spill Prevention Control and Counter Measure Plan (SPCC)

If yes, identify and indicate date(s) approved by the Department or EPA.

December 2002 3620-PM-W00008 Rev. 9199 NPDES Number PA 002561 5 SECTION B. - (continued)

Line Drawing. See instructions.

[I"Please see Attachment 2: Waste Water Flow Diagram (RM-0027F, Revision 14).

3620-PM-WC)0008 Rev. 9/99 NPDES Number PA 0025615 SECTION B. - (continued)

8. Site Plan and Stormwater Runoff - Use space below or an attachment. See instructions.

Complete this part for outfalls discharging process, non-contract cooling or sanitary wastewater in combination with stormwater.

The Department strongly recommends the separation of stormwater and other wastewaters. However, if this is impossible, complete this part. Section C must be completed for the other wastewater contribution. Complete Section D for the stormwater contribution. If the stormwater can be separated, complete Section D for the stormwater outfall, and Section C for any other wastewater outfalls.

Please see Attachment 3: Discharge Points and Stormwater Plan.

3620-PM-WO0008 Rev. 9199 NPDES Number PA 0025615 I SECTION B. (continued)

9. New Source Determination

-l eferring to the instructions for this question, indicate when 'construction" (as defined by EPA) and discharge began for the facilities causing each discharge? If "construction" has not begun, state when it will begin.

Do not complete this table for outfalls which only discharge sanitary wastewater or stormwater runoff (unless considered "process wastewater' under an EPA effluent guideline regulation).

Date Date "Construction" Discharge Began Began* Facilities Causing Discharge Outfall(s)

• If "construction" began on different dates for facilities which contribute to the same outfall, list these dates separately (use additional sheets if necessary).

• • If not yet discharging, indicate date on which discharge is expected to begin.

3620-PM-WOOD08 Rev. 9/99 NPDES Number PA 002561 5 I SECTION C - DATA REQUIREMENTS FOR PROCESS, NCCW, AND SANITARY WASTEWATER DISCHARGES l 1. OUTFALLS AND ASSOCIATED WASTEWATER TREATMENT TECHNOLOGIES

..utfall Treatment Unit Description Treatment Treatment Method for Handling and Disposal of Handling Number (list in sequence) Unit Code (See Unit Solid or Liquid Residue Resulting from and Table 1) Design Treatment Disposal Flow Rate (list in sequence) Code (106

_ __ __ __ __ __ __ _ __ _ _ __ __ _ _ _ _ _ _ _ _ _ _ - ga L/da y) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

001 Screening 1-T Land Application 5-P Disinfection (Chlorine) 2-F N/A Disinfection (Other) 2-H N/A Dechlorination 2-E N/A Sedimentation 1-U Land Application 5-P Neutralization 2-K N/A Evaporation 1-F N/A Ion Exchange 2-J N/A Foam Fractionation 1-I N/A 002 Screening 1-T Land Application 5-P 003 Flocculation 1-G N/A Coagulation 2-D N/A Sedimentation 1-U Landfill 5-0 Slow Sand Filtration 1-V N/A Reverse Osmosis 1-S N/A Ion Exchange 2-J N/A Grinding 1-L N/A Pre-Aeration 3-L N/A Rotating Biological Contactor 3-1 N/A Disinfection (Chlorine) 2-F NIA Oil and Grease Removal 4-H Incineration 5-0 Neutralization 2-K N/A 004 Screening 1-T Land Application 5-P Foam Fractionation 1-I N/A 006 Screening 1-T Land Application 5-P 3620-PM-WQ0008 Rev. 9199 NPDES Number PA 002561 5 I SECTION C - DATA REQUIREMENTS FOR PROCESS. NCCW. AND SANITARY WASTEWATER DISCHARGES I. OUTFALLS AND ASSOCIATED WASTEWATER TREATMENT TECHNOLOGIES

.outfall Treatment Unit Description Treatment Treatment Method for Handling and Disposal of Handling Number (list in sequence) Unit Code (See Unit Solid or Liquid Residue Resulting from and Table 1) Design Treatment Disposal Flow Rate (list in sequence) Code (106 galday) 007 Screening 1 -T Land Application 5-P Disinfection (Other) 2-H N/A 008 None 010 Screening 1-T Land Application 5-P Disinfection (Other) 2-H N/A Foam Fractionation 1-I N/A 011 Oil and Grease Removal 4-H Incineration 5-0 Ion Exchange 2-J N/A 012 None 013 Oil and Grease Removal 4-H Incineration 5-0 Grinding 1 -L NIA Pre-Aeration 3-L N/A Rotating Biological Contactor 3-l N/A Disinfection (Chlorine) 2-F N/A Sedimentation 1-U Land Application 5-P Oil and Grease Removal 4-H Incineration 5-0 014 None 016 None 016 None 017 None 3620-PM-WQOOOB Rev. 9199 NPDES Number PA 0025615 I SECTION C. - (continued)

II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 001 Process Wastewater

a. Describe process and type of wastewater: Unit 1 Cooling Tower Blowdown

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 109 KWH/Month Electric Power Variable All

d. Discharge Occurs: 24 hrs/day; 7 days/wk; 365 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The lonci-term average discharge rate 19.9 MGD The maximum daily discharge rate 36.0 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM

-- Process Wastewater

a. Describe process and type of wastewater: Unit 2 Cooling Tower Blowdown

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 10 KWH/Month Electric Power Variable All Discharge Occurs: 24 hrs/day; 7 d ays/wk; 365 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 15.3 MGD The maximum daily discharge rate 25.2 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 3620-PM-WQOOOS Rev. 9199 NPDES Number PA 0025615 SECTION C. - (continued)

II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 001 Process Wastewater Internal Monitoring Point 101

a. Describe process and type of wastewater: unit 1 chemical waste sump receiving wastewater from lab sink drains, container rinsates, condensate and steam generator drains; Unit 1water treating chemical storage area floor drains, and air compressor condensation.

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x le0 KWH/Month Electric Power Variable All

d. Discharge Occurs: 1 hrs/day; 3 d,ays/wk; 156 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.003 MGD The maximum daily discharge rate 0.252 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater Internal Monitoring Point 301

a. Describe process and type of wastewater: Unit 2 auxiliary boiler blowdown (normally discharged to the Unit 2 cooling tower basin and recycled).

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 X 1 0 KWH/Month Electric Power Variable All Discharge Occurs: 0.5 hrs/day; 1 days/wk; 12 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.001 MGD The maximum daily discharge rate 0.002 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 3620-PM-WOOOOS Rev. 9199 NPDES Number PA 002561 5 l60P-008Rv /9 PE ubrP 051 SECTION C. - (continued)

II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 001 Process Wastewater

a. Describe process and type of wastewater: Unit 1 Treated Radioactive Liquid Waste

b. Applicable EPA Effluent Limitation Guideline: 40 CFR Not Applicable Category/Subcategory 10 CFR Part 50

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 109 KWH/IMonth Electric Power Variable All

d. Discharge Occurs: 12 hrs/day; 1 days/wk; 24 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The lonq-term average discharge rate 0.004 MGD The maximum daily discharge rate 0.050 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater Internal Monitoring Point 401

a. Describe process and type of wastewater: Unit 2 auxiliary boiler chemical feed sump receiving wastewater from auxiliary boiler drains, auxiliary steam header condensation.

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 109 KWH/Month Electric Power Variable All Discharge Occurs: 2 hrs/day; 1 days/wk; 52 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.001 MGD The maximum daily discharge rate 0.002 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM

- 10-

362D-PM-WODD08 Rev. 9199 NPDES Number PA 002561 5 I SECTION C. - (continued)

II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 001 Process Wastewater

a. Describe process and type of wastewater. Unit 2 Treated Radioactive Liquid Waste

b. Applicable EPA Effluent Limitation Guideline: 40 CFR Not Applicable Category/Subcategory 10 CFR Part 50

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 10 KWH/Month Electric Power Variable All

d. Discharge Occurs: 12 hrs/day; 1 days/wk; 60 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.018 MGD The maximum daily discharge rate 0.072 MGD For batch discharges report:

No. of decant cycles ______ CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater

a. Describe process and type of wastewater: Unit 2 cooling tower pumphouse pump seal water leakoff (normally discharged to Unit 2 cooling tower basin and recycled).

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 10 KWH/Month Electric Power Variable All Discharge Occurs: 1 hrs/day; 1 days/wk; 52 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.001 MGD The maximum daily discharge rate 0.002 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 3620-PM-W00008 Rev. 9199 NPDES Number PA 0025615 I SECTION C. - (continued)

IH. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 001 Process Wastewater

a. Describe process and type of wastewater: Unit 2 Turbine Building chemical process-vessel area sump (normally discharged to the Unit 2 cooling tower basin and recycled).

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 109 KWH/Month Electric Power Variable All

d. Discharge Occurs: 1 hrs/day; 1 days/wk; 12 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.001 MGD The maximum daily discharge rate 0.003 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater Circulating Water Vent - "Gooseneck"

a. Describe process and type of wastewater: Unit 2 condensate and steam generator drains, non-contact cooling water from Unit 2 secondary side heat exchangers and chillers during maintenance activities, waste water from condenser and heat exchanger river-water-side cleaning (water-only wash), circulating water drains.

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month OuantitV Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 109 KWH/Month Electric Power Variable All Discharge Occurs: 4 hrs/day; 3 days/wk; 30 days/yr; 12 months/yr.

During which months? All, normally during plant refueling and maintenance outages.

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD Forintermittent or seasonal discharges report:

The long-term average discharge rate 0.045 MGD The maximum daily discharge rate 0.250 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 3620-PM-WQOOOB Rev. 9/99 NPDES Number PA 0025615 3620-PM-WQOOO8 Rev. 9199 NPDES Number PA 0025615 SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 001

2. Other Wastewater Contributing to this Outfall (Description) Unit 1 & Unit 2 Primary and secondary side closed loop cooling water

a. Source(s): Infrequent leakage of closed loop cooling water into river and service water system.

Infrequently, components may be drained and through an ion exchanger prior to discharge to Outfall 001.

b. Discharge Occurs: 24 hrs/day; 7 days/wk; 30 days/yr; 12 months/yr.

During which months? All, infrequent if/when equipment failure exists For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.001 MGD The maximum dailv discharge rate 0.001 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process. Miscellaneous Non-Contact Coolina. and Sanitarv Wastewater

a. Source(s): Unit 1&2 Cooling Tower Blowdown, Unit 1&2 Treated Radioactive Liquid Waste, Internal Monitoring Points 301 and 401, Circulating Water Gooseneck, Unit 2 Pumphouse pump seal leakoff, Unit 2 chemical sump, and infrequent closed loop cooling water

b. Discharge Occurs: 24 hrs/day; 7 days/wk; 365 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 35.3 MGD The maximum daily discharge rate 61.8 MGD 3620-PM-WQ0008 Rev. 9/99 NPDES Number PA 0025615 II. SOURCES OF WASTEWATER FOR OUTFALL (continued)

4. Stormwater Runoff (Only if in combination with any of the above wastewaters. If outfall consists of only stormwater, complete Section D) otherwise complete Section D for the stormwater contribution and Section C for contributions from other wastewaters.

Drainage Area Conversion Volume Units Rainfall (inches) Size Units Factor X Ft2 X 0.623 = Gallons X Yd2 X 5.61 - Gallons X Acres X 27.152 Gallons III. REQUIRED AND OPTIONAL ANALYSES

1. Optional Site-Specific Toxics Data Use the space below (attach additional sheets if necessary) to provide any of the optional site-specific information discussed in Appendix 2. (The Analyses Results Table should be used to report intake water quality, upstream background or ambient water quality, and parameter specific coefficient of effluent variability. Space is provided at the top of the table to provide description of sampling points used.)

Optional Toxics Data is attached to Application El Yes 3 No 3620-PM-WO0008 Rev. 9/99 NPDES Number PA 0025615 I SECTION C. - (continued)

II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 002

. Process Wastewater

a. Describe process and type of wastewater: Intake Screen Backwash

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 109 KWH/Month Electric Power Variable All

d. Discharge Occurs: 1 hrs/day; 1 days/wk; 12 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.046 MGD The maximum daily discharge rate 0.092 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater Internal Monitoring Point 102

a. Describe process and type of wastewater: Intake screenhouse sumps receiving wastewater from river water pump seal water leakoff.

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Ouantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 109 KWH/Month Electric Power Variable All Discharge Occurs: 1 hrs/day; 1 dcays/wk; 52 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.001 MGD The maximum daily discharge rate 0.002 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 3620-PM-WO0008 Rev. 9199 NPDES Number PA 0025615 II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 002

2. Other Wastewater Contributinq to this Outfall (Description) Intake Bay Dewaterinq

a. Source(s): Decanted uncontaminated river water from intake bay prior to maintenance and bay cleaning activities.

b. Discharge Occurs: 2 hrs/day; 1 days/wk; 12 days/yr; 12 months/yr.

During which months? All, intermittent depending upon siltation levels: Nuclear Safetv Condition For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.200 MGD The maximum daily discharge rate 0.500 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process. Miscellaneous Non-Contact Cooling, and Sanitary Wastewater

c. Source(s): Intake screen backwash, intake river water pump seal water leakoff, intake bay dewatering.

d. Discharge Occurs: 4 hrs/day; 3 days/wk; 76 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.247 MGD The maximum daily discharge rate 0.594 MGD 3620-PM-WOOOO8 Rev. 9/99 NPDES Number PA 0025615 1I. SOURCES OF WASTEWATER FOR OUTFALL (continued)

Stormwater Runoff (Only if in combination with any of the above wastewaters. If outfall consists of only stormwater, complete Section D) otherwise complete Section D for the stormwater contribution and Section C for contributions from other wastewaters.

Drainage Area Conversion Volume Units Rainfall (inches) Size Units Factor X Ft2 X 0.623 = Gallons 2

X Yd X 5.61 = Gallons X Acres X 27.152 = Gallons Ill. REQUIRED AND OPTIONAL ANALYSES

1. Optional Site-Specific Toxics Data Use the space below (attach additional sheets if necessary) to provide any of the optional site-specific information discussed in Appendix 2. (The Analyses Results Table should be used to report intake water quality, upstream background or ambient water quality, and parameter specific coefficient of effluent variability. Space is provided at the top of the table to provide description of sampling points used.)

Optional Toxics Data is attached to Application a1 Yes 3 No 3620-PM-WOOOOS Rev. 9/99 NPDES Number PA 0025615 ISECTION C. - (continued)

II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 003 Process Wastewater Internal Monitoring Point 103

a. Describe process and type of wastewater: Clarifier settling basin receiving wastewater from clarifier blowdown, water treating filter backwash, make-up water (Ecolochem) reverse osmosis reject water.

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric =

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 109 KWH/Month Electric Power Variable All

d. Discharge Occurs: 24 hirs/day; 7 days/wk; 365 days/yr; 12 months/yr.

During which months? Al For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.119 MGD The maximum daily discharge rate 0.330 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater Internal Monitoring Point 303

a. Describe process and type of wastewater: Unit 1 oilvwater separator receiving wastewater from Unit 1 turbine building floor drains. Circulating water, non-contact cooling water heat exchanger, and condensate equipment leakage and maintenance drains.

Waste water from condenser and heat exchanger cleaning (water-only wash), circulating water drains waste from secondary side heat exchangers and chillers, floor-mopping (water only) wastes.

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 109 KWH/Month Electric Power Variable All Discharge Occurs: 8 hrs/day; 7 days/wk; 365 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.019 MGD The maximum daily discharge rate 0.115 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 3620-PM-WOOOOS Rev. 9199 NPDES Number PA 0025615 I SECTION C. - (continued)

II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 003 Process Wastewater

a. Describe process and type of wastewater: Non-Contact Cooling Water from Unit 1 Diesel Generator Heat Exhangers

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 109 KWH/Month Electric Power Variable All

d. Discharge Occurs: 12 hrs;/day; 1 days/wk; 104 days/yr; 12 months/yr.

Diirinn

- -1 " which months?

1 -- ---- --I -' - ' ---__ I All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.252 MGD The maximum daily discharge rate 0.504 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater Internal Monitoring Point 403

a. Describe process and type of wastewater: Unit 1 SW Circ Water Pit receiving wastewater from condensate and steam generator drains, auxiliary steam condensate, non-contact cooling water from secondary side heat exchanger and chiller maintenance drains, waste water from condenser and heat exchanger (river-water-side) cleaning (water-only wash), circulating water drains, and floor-mopping (water only) waste.

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 10 KWH/Month Electric Power Variable All Discharge Occurs: 4 hrs/day; 2 days/wk; 7 days/yr; 12 months/yr.

During which months? All, normally during refueling outages For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.001 MGD The maximum daily discharge rate 0.008 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 3620-PM-WO0008 Rev. 9199 NPDES Number PA 002561 5 I SECTION C. - (continued)

II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 003 Process Wastewater Internal Monitoring Point 503

a. Describe process and type of wastewater: Oil/Water Separator V-OS-3 receiving stormwater and wastewater I from the ERF diesel generator fuel offloading pad.

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 10 KWH/Month Electric Power Variable All

d. Discharge Occurs: 1 hrs/day; 2 days/wk; 104 days/yr; 12 months/yr.

During which months? All, during precipitation events.

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.001 MGD The maximum daily discharge rate 0.009 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater

a. Describe process and type of wastewater:

b. Applicable EPA Effluent Limitation Guideline: 40 CFR Category/Subcategory

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Ouantitv Units of Measure (or raw material used) Production Occurs Production Occurs Discharge Occurs: hrs/day; clays/wk; _ _ days/yr; months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 3620-PM-W00008 Rev. 9199 NPDES Number PA 002561 S

11. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 003

2. Other Wastewater Contributina to this Outfall (Description) Demineralized Water Storage Tank Drainage

a. Source(s): Demineralized water storage tank drainage and turbine plant demineralized water storage tank overflow

b. Discharge Occurs: 1 hrs/day; 1 days/wk; 26 days/yr; 12 months/yr.

During which months? All, normally during plant refueling outages.

For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.005 MGD The maximum daily discharge rate 0.200 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process, Miscellaneous Non-Contact Cooling, and Sanitary Wastewater

c. Source(s):

d. Discharge Occurs: _ _hrs/day; _____ days/wk; _____ days/yr; -months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate _ MGD 362G-PM-W00008 Rev. 9199 NPDES Number PA 0025615 II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 003

2. Other Wastewater Contributing to this Outfall Internal Monitorinq Point 203 (Description) Unit 1 Sewage Treatment Plant I a. Source(s): Unit 1 sanitary facilities

b. Discharge Occurs: 12 hrs/day; 7 days/wk; 365 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.007 MGD The maximum daily discharge rate 0.014 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process, Miscellaneous Non-Contact Cooling, and SanitarV Wastewater

c. Source(s): Internal Monitoring Points 103, 303, 403, and 503, non-contact cooling water from Unit 1 diesel generator heat exchangers, Unit 1 Sewage Treatment plant, and demineralized water storage tanks.

d. Discharge Occurs: 24 hrs/day; 7 days/wk; 365 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.404 MGD The maximum daily discharge rate 1.193 MGD I-3620-PM-WaO008 Rlev. 9199 NPDES Number PA 0025615 3620-P M-W00008 Rev. 9/99 NPDES Number PA 0025615 II. SOURCES OF WASTEWATER FOR OUTFALL (continued)

4. Stormwater Runoff (Only if in combination with any of the above wastewaters. If outfall consists of only stormwater, complete Section D) otherwise complete Section D for the stormwater contribution and Section C for contributions from other wastewaters.

Drainage Area Conversion Volume Units Rainfall (inches) Size Units Factor 0.44 X 495,225 Ft2 X 0.623 = 135,751 Gallons 2

X Yd X 5.61 = Gallons X Acres X 27.152 = Gallons 111. REQUIRED AND OPTIONAL ANALYSES

1. Optional Site-Snecific Toxics Data Use the space below (attach additional sheets if necessary) to provide any of the optional site-specific information discussed in Appendix 2. (The Analyses Results Table should be used to report intake water quality, upstream background or ambient water quality, and parameter specific coefficient of effluent variability. Space is provided at the top of the table to provide description of sampling points used.)

Optional Toxics Data is attached to Application El Yes 3 No 3620-PM-WQOOO8 Rev. 9/99 NPDES Number PA 002561 5 I

SECTION C. - (continued)

II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 004 I

Process Wastewater

a. Describe process and type of wastewater: Unit 1 Cooling Tower Overflow

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 1 0 KWH/Month Electric Power Variable All

d. Discharge Occurs: 24 hrs/day; 7 days/wk; 12 days/yr; 4 months/yr.

During which months? June through October; smaller discharges may occur in other months.

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 2.8 MGD The maximum daily discharge rate 7.7 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater

a. Describe process and type of wastewater:

b. Applicable EPA Effluent Limitation Guideline: 40 CFR Category/Subcategory

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Ouantihi Units of Measure (or raw material used) Production Occurs Production Occurs Discharge Occurs: hrs/day; d_ays/wk; _ days/yr; months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 3620-PM-WO0008 Rev. 9t99 NPDES Number PA 002561 5 3620-PM-W00008 Rev. 9/99 NPDES Number PA 0025615 II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 004

2. Other Wastewater Contributing to this Outfall (Description) PrimarV and secondary side closed loop cooling water

a. Source(s): Infrequent leakage of closed loop cooling water into river and service water system.

b. Discharge Occurs: 24 hrs/day; 7 days/wk; 30 days/yr; 12 months/yr.

During which months? All, infrequent if/when equipment failure exists For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.001 MGD The maximum daily discharge rate 0.001 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process. Miscellaneous Non-Contact Cooling, and Sanitary Wastewater

c. Source(s): Unit 1 Cooling Tower Overflow and infrequent closed loop cooling water leakage.

d. Discharge Occurs: 24 hrs/day; 7 days/wk; 365 days/yr; 12 months/yr.

During which months? June through October; smaller discharges may occur in other months.

For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 2.8 MGD The maximum daily discharge rate 7.7 MGD 362D-PM-WO0008 Rev. 9199 NPDES Number PA 0025615 II. SOURCES OF WASTEWATER FOR OUTFALL (continued)

4. Stormwater Runoff (Only if in combination with any of the above wastewaters. If outfall consists of only stormwater, complete Section D) otherwise complete Section D for the stormwater contribution and Section C for contributions from other wastewaters.

Drainage Area Conversion Volume Units Rainfall (inches) Size Units Factor X F2 X 0.623 = Gallons 2

X Yd X 5.61 = Gallons X Acres X 27.152 = Gallons III. REQUIRED AND OPTIONAL ANALYSES

1. Optional Site-Specific Toxics Data Use the space below (attach additional sheets if necessary) to provide any of the optional site-specific information discussed in Appendix 2. (The Analyses Results Table should be used to report intake water quality, upstream background or ambient water quality, and parameter specific coefficient of effluent variability. Space is provided at the top of the table to provide description of sampling points used.)

Optional Toxics Data is attached to Application El Yes 3 No 3620-PM-W00008 Rev. 9/99 NPDES Number PA 0025615 I SECTION C. - (continued)

II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 006 Process Wastewater

a. Describe process and type of wastewater: Auxiliary Intake Screen Backwash

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 109 KWH/Month Electric Power Variable All

d. Discharge Occurs: 1 hrs/day; 1 diays/wk; 12 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The lonq-term average discharge rate 0.018 MGD The maximum daily discharge rate 0.072 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater

a. Describe process and type of wastewater:

b. Applicable EPA Effluent Limitation Guideline: 40 CFR Category/Subcategory_

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs Discharge Occurs: hrs/day; d ays/wk; _ _ days/yr; months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 3620-PM-WO0008 Rev. 9199 NPDES Number PA 0025615 II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 006

2. Other Wastewater Contributing to this Outfall (Description) Intake Bay Dewaterinq

a. Source(s): Decanted uncontaminated river water from intake bay prior to maintenance bay cleaning activities.

b. Discharge Occurs: 2 hrs/day; 1 days/wk; 12 days/yr; 12 months/yr.

During which months? PotentialIV all, intermittent depending upon siltation level: Nuclear Safetv Condition For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.200 MGD The maximum daily discharge rate 0.500 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process. Miscellaneous Non-Contact Cooling, and Sanitary Wastewater

c. Source(s): Auxiliary Intake Screen Backwash; uncontaminated river water.

d. Discharge Occurs: 1 hrsfday; 1 days/wk; 12 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.018 MGD The maximum daily discharge rate 0.072 MGD 3620-PM-WO0008 Rev. 9/99 NPDES Number PA 0025615 II. SOURCES OF WASTEWATER FOR OUTFALL (continued)

4. Stormwater Runoff (Only if in combination with any of the above wastewaters. If outfall consists of only stormwater, complete Section D) otherwise complete Section D for the stormwater contribution and Section C for contributions from other wastewaters.

Drainage Area Conversion Volume Units Rainfall (inches) Size Units Factor X Ft2 X 0.623 = Gallons X Yd2 X 5.61 = Gallons X Acres X 27.152 = Gallons Ill. REQUIRED AND OPTIONAL ANALYSES

1. Optional Site-Specific Toxics Data Use the space below (attach additional sheets if necessary) to provide any of the optional site-specific information discussed in Appendix 2. (The Analyses Results Table should be used to report intake water quality, upstream background or ambient water quality, and parameter specific coefficient of effluent variability. Space is provided at the top of the table to provide description of sampling points used.)

Optional Toxics Data is attached to Application El Yes I No 3620-PM-WQO0008 Rev. 9/99 NPDES Number PA 002561 5 I SECTION C. - (continued)

I II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 007 Process Wastewater

a. Describe process and type of wastewater: Auxiliary intake river water pump testing water

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 109 KWH/Month Electric Power Variable All

d. Discharge Occurs: 0.5 hrs/day; 1 d.ays/wk; 8 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.27 MGD The maximum daily discharge rate 0.27 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater

a. Describe process and type of wastewater: Non-Contact cooling water from Unit 1 primary heat exchangers whenever Unit 1 and Unit 2 cooling tower blowdown is isolated.

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/SubcategorySteam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 109 KWH/Month Electric Power Variable All Discharge Occurs: 24 hrs/day; 7 days/wk; 14 days/yr; 1 months/yr.

During which months? All, infrequent onlV during refueling outages.

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. _ MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 9.1 MGD The maximum daily discharge rate 9.6 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 3620-PM-WC)0008 Rev. 9/99 NPDES Number PA 0025615 3620-PM-W00008 Rev. 9/99 NPDES Number PA 0025615 II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 007

2. Other Wastewater Contributing to this Outfall (Description)

I a. Source(s):

b. Discharge Occurs: hrs/day; _____ days/wk; _______ days/yr; months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process, Miscellaneous Non-Contact Cooling, and Sanitary Wastewater

c. Source(s): Auxiliary Intake screen backwash and non-contact cooling water from Unit 1 primary heat exchangers when Unit 1 and Unit 2 blowdown is isolated.

d. Discharge Occurs: 24 hrs/day; 7 days/wk; 22 days/yr; 12 months/yr.

During which months? June through October; smaller discharges maV occur in other months.

For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 9.1 MGD The maximum daily discharge rate 9.6 MGD I

3620-PM-WCX0008 Rev. 9199 NPDES Number PA 0025615 II. SOURCES OF WASTEWATER FOR OUTFALL (continued)

4. Stormwater Runoff (Only if in combination with any of the above wastewaters. If outfall consists of only stormwater, complete Section D) otherwise complete Section D for the stormwater contribution and Section C for contributions from other wastewaters.

Drainage Area Conversion Volume Units Rainfall (inches) Size Units Factor X Ft2 X 0.623 = Gallons X Yd2 X 5.61 = Gallons X Acres X 27.152 = Gallons Ill. REQUIRED AND OPTIONAL ANALYSES

1. Optional Site-Specific Toxics Data Use the space below (attach additional sheets if necessary) to provide any of the optional site-specific information discussed in Appendix 2. (The Analyses Results Table should be used to report intake water quality, upstream background or ambient water quality, and parameter specific coefficient of effluent variability. Space is provided at the top of the table to provide description of sampling points used.)

Optional Toxics Data is attached to Application El Yes I No 3620-PM-WQ0008 Rev. 9/99 NPDES Number PA 002561 5 SECTION C. - (continued)

II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 008 Process Wastewater

a. Describe process and type of wastewater: Unit 1 Cooling Tower pumphouse sumps.

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 109 KWH/Month Electric Power Variable All

d. Discharge Occurs: 0.5 hrs/day; 1 days/wk; 52 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.001 MGD The maximum daily discharge rate 0.002 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater

a. Describe process and type of wastewater:

b. Applicable EPA Effluent Limitation Guideline: 40 CFR Category/Subcategory,

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs Discharge Occurs: hrs/day; d ays/wk; _ _ days/yr; _ months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 3620-PM-W00008 Rev. 9/99 NPDES Number PA 0025615 II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 008

2. Other Wastewater Contributing to this Outfall (Description)

b. Source(s):

c. Discharge Occurs: hrs/day; _____ days/wk; _______ days/yr; months/yr.

During which months?

For continuous discharges report:

The averace discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process, Miscellaneous Non-Contact Cooling, and Sanitarv Wastewater

a. Source(s): Unit 1 Cooling Tower pumphouse sumps.

b. Discharge Occurs: 0.5 hrs/day; 7 days/wk; 52 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.001 MGD The maximum daily discharge rate 0.001 MGD 3620-PM-WO0008 Rev. 9199 NPDES Number PA 0025615 II. SOURCES OF WASTEWATER FOR OUTFALL (continued)

4. Stormwater Runoff (Only if in combination with any of the above wastewaters. If outfall consists of only stormwater, complete Section D) otherwise complete Section D for the stormwater contribution and Section C for contributions from other wastewaters.

Drainage Area Conversion Volume Units Rainfall (inches) Size Units Factor 0.44 X 40,257 Ft2 X 0.623 = 11,035 Gallons X Yd2 X 5.61 = Gallons X Acres X 27.152 = Gallons III. REQUIRED AND OPTIONAL ANALYSES

1. Optional Site-Specific Toxics Data Use the space below (attach additional sheets if necessary) to provide any of the optional site-specific information discussed in Appendix 2. (The Analyses Results Table should be used to report intake water quality, upstream background or ambient water quality, and parameter specific coefficient of effluent variability. Space is provided at the top of the table to provide description of sampling points used.)

Optional Toxics Data is attached to Application LI Yes l No 3620-PM-WOOOOS Rev. 9199 NPDES Number PA 002561 5 ISECTION C. - (continued)

II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 010 Process Wastewater

a. Describe process and type of wastewater: Non-Contact Cooling Water from the Unit 2 primary heat exchangers.

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 109 KWH/Month Electric Power Variable All

d. Discharge Occurs: 24 hrs/day; 7 ays/wk; 365 de days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. 3.63 MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater

a. Describe process and type of wastewater:

b. Applicable EPA Effluent Limitation Guideline: 40 CFR Category/Subcategory

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs Discharge Occurs: hrs/day; dX ays/wk; _ _ days/yr; months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLESIDAY Length of each decant cycle MIN.

Average decant discharge rate GPM 3620-PM-WO0008 Rev. 9/99 NPDES Number PA 002561 5 3620-PM-W00008 Rev. 9/99 NPOES Number PA 0025615 II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 010

2. Other Wastewater Contributing to this Outfall (Description) Primary heat exchanger closed loop cooling water.

a. Source(s): Infrequent leakage of closed loop cooling water into river and service water system.

b. Discharge Occurs: 24 hrs/day; 7 days/wk; 12 days/yr; 12 months/yr.

During which months? All, infrequent if/when equipment failure exists For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.001 MGD The maximum daily discharge rate 0.001 MGD For batch discharges report:

No. of decant cycles _____ CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process. Miscellaneous Non-Contact Cooling, and Sanitary Wastewater

c. Source(s): Non-Contact Cooling Water from the Unit 2 primary heat exchangers and infrequent closed loop cooling water.

d. Discharge Occurs: 24 hrs/day; 7 days/wk; 22 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the month of maximum production. 3.63 MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.001 MGD The maximum daily discharge rate 0.001 MGD 3620-PM-W00008 Rev. 9199 NPDES Number PA 0025615 l SECTION C. - (continued)

II. SOURCES OF WASTEWATER FOR OUTFALL (continued)

4. Stormwater Runoff (Only if in combination with any of the above wastewaters. If outfall consists of only stormwater, complete Section D) otherwise complete Section D for the stormwater contribution and Section C for contributions from other wastewaters.

Drainage Area Conversion Volume Units Rainfall (inches) Size Units Factor X Ft2 X 0.623 = Gallons 2

X Yd X 5.61 = Gallons X Acres X 27.152 Gallons Ill. REQUIRED AND OPTIONAL ANALYSES

1. Optional Site-Specific Toxics Data Use the space below (attach additional sheets if necessary) to provide any of the optional site-specific information discussed in Appendix 2. (The Analyses Results Table should be used to report intake water quality, upstream background or ambient water quality, and parameter specific coefficient of effluent variability. Space is provided at the top of the table to provide description of sampling points used.)

Optional Toxics Data is attached to Application E1 Yes X No 3620-PM-WODD08 Rev. 9/99 NPDES Number PA 0025615 l6OP-008Rv 19 PE ubrP 051 l SECTION C. - (continued)

II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 011 Process Wastewater Internal Monitoring Point 111

a. Describe process and type of wastewater: Oil/Water Separator 22 receiving wastewater from Unit 2 diesel generator and turbine plant floor drains. Circulating water, service water (river water), and condensate leakage and drains during maintenance activities. Floor-mopping (water only) wastes.

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 109 KWH/Month Electric Power Variable All

d. Discharge Occurs: 2 hrs/day; 7 days/wk; 365 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.001 MGD The maximum daily discharge rate 0.004 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater Internal Monitoring Point 211

a. Describe process and type of wastewater: Oil/Water Separator 23 receiving wastewater from Unit 2 diesel generator and turbine plant floor drains. Circulating water, service water, and condensate leakage and drains during maintenance activities. Floor-mopping (water only) wastes.

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 109 KWH/Month Electric Power Variable All Discharge Occurs: 16 hrs/day; 7 days/wk; 365 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.054 MGD The maximum daily discharge rate 0.086 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 3620-PM-WOODOS Rev. 9t99 NPDES Number PA 0025615 SECTION C. - (continued)

II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 011 Process Wastewater Condensate Polishing Drains

a. Describe process and type of wastewater: Condensate polishing building floor drains and condensate polishing clamshell filter backwash and resin dewatering

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric =

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 X 109 KWH/Month Electric Power Variable All

d. Discharge Occurs: 1 hrs/day; 1 dc ays/wk; 4 days/yr; 12 months/yr.

During which months? All, normally durinc i refueling outages For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.002 MGD The maximum daily discharge rate 0.002 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater Control Building and Cable Tunnel Sumps

a. Describe process and type of wastewater: Sumps receive wastewater from air conditioning unit condensation, floor-mopping (water only) wastes, fire protection water, and non-contact cooling water from Unit 2 primary heat exchanger drains (river-water-side) during maintenance activities.

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Ouantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 10 KWH/Month Electric Power Variable All Discharge Occurs: 1 hrs/day; 7 days/wk; 12 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles 1 CYCLES/DAY Length of each decant cycle 20 MIN.

Average decant discharge rate 190 GPM 3620-PM-WO0008 Rev. 9/99 NPDES Number PA 002561 5 lII. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 011

2. Other Wastewater Contributing to this Outfall (Description) Demineralized Water Storage Tank Drains

a. Source(s): Demineralized water storage tank sumps receiving water from Unit 2 demineralized water, refueling water, primary grade water tanks. Overflow from Unit 2 turbine plant demineralized water tank.

b. Discharge Occurs: 2 hrs/day; 3 days/wk; 24 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.050 MGD The maximum daily discharge rate 0.200 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process. Miscellaneous Non-Contact Cooling, and Sanitary Wastewater

c. Source(s):

d. Discharge Occurs: *hrs/day; days/wk; _____ days/yr; _months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD 3620-PM-WOO008 Rev. 9/99 NPDES Number PA 002561 5 II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 011

2. Other Wastewater Contributing to this Outfall (Description) Service Water Valve Pit

a. Source(s): Infrequent service water (river water) valve leakage and condensation.

b. Discharge Occurs: 0.5 hrs/day; 1 days/wk; 12 days/yr; 12 months/yr.

During which months? All, infrequent discharge For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate <0.001 MGD The maximum daily discharge rate <0.001 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process, Miscellaneous Non-Contact Cooling, and Sanitary Wastewater

c. Source(s):

d. Discharge Occurs: _ _hrs/day; _____ days/wk; _____ days/yr; _monthsfyr.

During which months?

For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD 3620-PM-W00008 Rev. 9t99 NPDES Number PA 002561 5 II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 011

2. Other Wastewater Contributing to this Outfall (Description) Main Steam ValvelCable Vault Drains

a. Source(s): Main steam valve room floor drains and condensation from air conditioning units.

b. Discharge Occurs: 0.5 hrs/day; 1 days/wk; 12 days/yr; 12 months/yr.

During which months? All, infrequent discharge For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate <0.001 MGD The maximum daily discharge rate <0.001 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process, Miscellaneous Non-Contact Cooling, and Sanitary Wastewater

c. Source(s):

d. Discharge Occurs: hrs/day; ______ days/wk; days/yr; _months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD 3620-PM-W00008 Rev. 9/99 NPIDES Number PA 0025615 SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 011

2. Other Wastewater Contributina to this Outfall (Description) Safeguard Valve Pit Drains

a. Source(s): Demineralized seal water leakoff from re-circulation spray (a.k.a. Quench Spray) heat exchangers, infrequent draining for maintenance.

b. Discharge Occurs: 1 hrs/day; 1 dayslwk; 12 days/yr; 12 months/yr.

During which months? All, infrequent discharge For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate <0.001 MGD The maximum daily discharge rate <0.003 MGD For batch discharges report:

No. of decant cycles :____CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process. Miscellaneous Non-Contact Cooling, and Sanitary Wastewater c.' Source(s):

d. Discharge Occurs: hrs/day; _____ days/wk; . .days/yr; _rri...onths/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD 3620-PM-WOOOOB Rev. Mg NPIDES Number PA 002561 5 3620-PM-W00008 Rev. 9/99 NPDES Number PA 0025615 II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 011

2. Other Wastewater Contributina to this Outfall (Description) Service Building/Pipe Tunnel Drains

a. Source(s): Service building floor drains.

b. Discharge Occurs: 0.5 hrs/day; 1 days/wk; 12 days/yr, 12 months/yr.

During which months? All, infrequent discharge For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate <0.001 MGD The maximum daily discharge rate <0.001 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process. Miscellaneous Non-Contact Cooling, and Sanitary Wastewater

c. Source(s): Intemal Monitoring Points 111 and 211, Condensate Polishing drains, Control Building/Cable Tunnel sumps, Demineralized Water tank drains, Service Water Valve pits, Safeguard Valve pit, Service Building/Pipe tunnel drains, XFMR slag pits.

d. Discharge Occurs: 24 hrs/day; 7 days/wk; 365 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.114 MGD The maximum daily discharge rate 0.306 MGD I

3620-PM-W00008 Rev. 9/99 NPIDES Number PA 002561 5 SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 011

2. Other Wastewater Contributing to this Outfall (Description) Transformer Slag Pit Drains

a. Source(s): Rainwater and tire protection (deluge) testing water.

b. Discharge Occurs: 4 hrs/day; 1 days/wk; 4 days/yr, 3 months/yr.

During which months? October through December For continuous discharges report:

The average discharge rate associated with the month of maximum production. - MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.001 MGD The maximum daily discharge rate 0.002 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process. Miscellaneous Non-Contact Cooling, and Sanitary Wastewater

c. Source(s):

d. Discharge Occurs: hrs/day; days/wk; days/yr, __months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD 3620-PM-W00008 Rev. 9199 NPIDES Number PA 002561 5 3620-PM-WQOOOS Rev. 9199 NPDES Number PA 0025615

11. SOURCES OF WASTEWATER FOR OUTFALL (continued)

. 4. Stormwater Runoff (Only if in combination with any of the above wastewaters. If outfall consists of only

.k >;stormwater, complete Section D) otherwise complete Section D for the stormwater contribution and Section C for contributions from other wastewaters.

IDrainnac Aran (nr Iversion Volume Units Rainfall (inches) Size Units FFactor 0.44 X 315,667 Ft2 X 0.623 = 196,660 Gallons 2

X Yd X 5.61 = Gallons X Acres X 27.152 = Gallons 111. REQUIRED AND OPTIONAL ANALYSES

1. Optional Site-Snecific Toxics Data Use the space below (attach additional sheets if necessary) to provide any of the optional site-specific information discussed in Appendix 2. (The Analyses Results Table should be used to report intake water quality, upstream background or ambient water quality, and parameter specific coefficient of effluent variability. Space is provided at the top of the table to provide description of sampling points used.)

Optional Toxics Data is attached to Application D Yes 0 No 362G-PM-WQO00G8 Rev. 9/99 NPDES Number PA 00256156 ISECTION C. - (continued)

III. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 012 Process Wastewater

a. Describe process and type of wastewater None

b. Applicable EPA Effluent Limitation Guideline: 40 CFR Category/Subcategory

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs Discharge Occurs:_ hrs/day; days/wk; days/yr, months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater

a. Describe process and type of wastewater

b. Applicable EPA Effluent Limitation Guideline: 40 CFR Category/Subcategory

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantit Units of Measure (or raw material used) Production Occurs Production Occurs Discharge Occurs: hrs/day_ d;ays/wk; _ _ days/yr; months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 362G-PM-WQW08 Rev. 9W NPDES Number PA 002561 5 360P-W00 Re.99 PE ubrP 051 SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 012

2. Other Wastewater Contributing to this Outfall (Description) Emergency Response Facility (ERF) Evaporative Cooler Blowdown.

a. Source(s): Evaporative cooler blowdown

b. Discharge Occurs: 4 hrs/day; 7 days/wk; 365 days/yr, 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.001 MGD The maximum daily discharge rate 0.002 MGD For batch discharges report:

No. of decant cycles . CYCLES/DAY Length of each decant cycle _ MIN.

Average decant discharge flow rate GPM

3. Total Process. Miscellaneous Non-Contact Coolinq, and Sanitarv Wastewater

c. Source(s): ERF evaporative cooler blowdown

d. Discharge Occurs: 4 hrs/day; 7 days/wk; 365 days/yr, 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.001 MGD The maximum daily discharge rate 0.002 MGD 3620-PM-W00008 Rev. S9/9 NPDES Number PA 002561 5 SECTION C. - (continued) . SOURCES OF WASTEWATER FOR OUTFALL (continued)

<-4. Stormwater Runoff (Only if in combination with any of the above wastewaters. If outfall consists of only stormwater, complete Section D) otherwise complete Section D for the stormwater contribution and Section C for contributions from other wastewaters.

Drainage Area Conversion Volume Units Rainfall (inches) Size Units Factor 0.44 X 47,235 Ft2 X 0.623 = 12,948 Gallons X Yd2 X 5.61 = Gallons X Acres X 27.152 = Gallons 111. REQUIRED AND OPTIONAL ANALYSES

1. Optional Site-Specific Toxics Data Use the space below (attach additional sheets if necessary) to provide any of the optional site-specific information discussed in Appendix 2. (The Analyses Results Table should be used to report intake water quality, upstream background or ambient water quality, and parameter specific coefficient of effluent variability. Space is provided at the top of the table to provide description of sampling points used.)

Optional Toxics Data is attached to Application E Yes 3 No

-.50 -

3620-PM-WOOOOS Rev. Mg NPDES Number PA 002561 5 SECTION C. - (continued)

I~~~~~~~~~~-

11. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 013 Process Wastewater Internal Monitoring Point 313

a. Describe process and type of wastewater OilWater separator 21 receiving wastewater from Unit 1 turbine building floor drains. Circulating water, non-contact cooling water heat exchanger, and condensate equipment leakage and maintenance drains. Floor-mopping (water only) wastes.

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantty Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 1 0 KWH/Month Electric Power Variable All

d. Discharge Occurs: 16 hirs/day; 7 days/wk; 365 days/yr; 12 months/yr.

During which months? Al For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.054 MGD The maximum daily discharge rate 0.086 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

-/ Average decant discharge rate GPM Process Wastewater Internal Monitoring Point 413

a. Describe process and type of wastewater: Oil/Water separator 24 receiving stormwater and wastewater from bulk fuel oil storage area and offloading pad.

b. Applicable EPA Effluent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs 1.2 x 169 KWH/IMonth Electric Power Variable All Discharge Occurs: 2 hrs/day, 1 days/wk; 104 days/yr, 12 months/yr.

During which months? All, during precipitation events.

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.010 MGD The maximum daily discharge rate 0.090 MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 3620-PM-W00008 Rev. 9/99 NPDES Number PA 002561 5 3620-PM-W00008 Rev. 9/99 NPDES Number PA 0025615 SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 013

2. Other Wastewater Contributing to this Outfall Internal Monitoring Point 113 (Description) Unit 2 Sewage Treatment Plant

a. Source(s): Unit 2 sanitary facilities.

b. Discharge Occurs: 16 hrs/day; 7 days/wk; 365 days/yr; 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.017 MGD The maximum daily discharge rate 0.046 MGD For batch discharges report:

No. of decant cycles _ CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process. Miscellaneous Non-Contact Cooling, and Sanitary Wastewater

c. Source(s): Internal Monitoring Points 313 and 413, and Unit 2 Sewage Treatment Plant

d. Discharge Occurs: 24 hrs/day; 7 days/wk; 365 days/yr, 12 months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate 0.072 MGD The maximum daily discharge rate 0.136 MGD 3620 PM-W0O008 Rev. 9199 NPDES Number PA 0025615 3620-PM-W00008 Rev. 9199 NPDES Number PA 0025615 SECTION C. - (continued)

11. SOURCES OF WASTEWATER FOR OUTFALL (continued)

4. Stormwater Runoff (Only if in combination with any of the above wastewaters. If outfall consists of only stormwater, complete Section D) otherwise complete Section D for the stormwater contribution and Section C for contributions from other wastewaters.

Drainage Area Conversion Volume Units Rainfall (inches) Size Units Factor 0.44 X 134,830 Ft2 X 0.623 = 36,959 Gallons X Yd2 X 5.61 = Gallons X Acres X 27.152 = Gallons 111. REQUIRED AND OPTIONAL ANALYSES

1. Optional Site-Specific Toxics Data Use the space below (attach additional sheets if necessary) to provide any of the optional site-specific information discussed in Appendix 2. (The Analyses Results Table should be used to report intake water quality, upstream background or ambient water quality, and parameter specific coefficient of effluent variability. Space is provided at the top of the table to provide description of sampling points used.)

Optional Toxics Data is attached to Application a Yes X No 3620-PM-WO0008 Rev. 9N9 NPDES Number PA 0025615 SECTION C. - (continued)

11. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 014

. Process Wastewater

a. Describe process and type of wastewater:

b. Applicable EPA Effluent Limitation Guideline: 40 CFR Category/Subcategory

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs

d. Discharge Occurs:_ hrs/day _ _ days/wk; days/yr _ months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle __MIN.

Average decant discharge rate GPM

a. Process Wastewater

b. Applicable EPA Effluent Limitation Guideline: 40 CFR.

Category/Subcategory.

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs Discharge Occurs: hrs/day; _ days/wk; days/yr; months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate _MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle - MIN.

Average decant discharge rate GPM 3620-PM-WQ0008 Rev. 9/99 NPIDES Number PA 002561 5 II. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 014

2. Other Wastewater Contributing to this Outfall (Descrintion)

Ad -_r-a -,-,-

a. Source(s):

b. Discharge Occurs: hrs/day; days/wk; days/yr- mon ths/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process. Miscellaneous Non-Contact Coolina. and Sanitarv Wastewater

d. Source(s):

C. Discharge Occurs: hrs/day; _ _ days/ wk; dayslyr, months/yr.

During which months? All For continuous discharges report:

The average discharge rate associated with the month of maximum production. IIMGD For intermittent or seasonal discharges report:

The long-term average discharge rate IIMGD The maximum daily discharge rate MGD 3620-PM-W00008 Rev. 9199 NPIDES Number PA 002561 5 SECTION C. - (continued)

II. SOURCES OF WASTEWATER FOR OUTFALL (continued) 4 Stormwater Runoff (Only if in combination with any of the above wastewaters. If outfall consists of only stormwater, complete Section D) otherwise complete Section D for the stormwater contribution and Section C for contributions from other wastewaters.

Drainage Area Conversion Volume Units Rainfall (inches) Size Units Factor 0.44 X 212,352 Ft2 X 0.623 = 58,210 Gallons X Yd2 X 5.61 = Gallons X Acres X 27.152 = Gallons 111. REQUIRED AND OPTIONAL ANALYSES

1. Optional Site-Specific Toxics Data Use the space below (attach additional sheets if necessary) to provide any of the optional site-specific information discussed in Appendix 2. (The Analyses Results Table should be used to report intake water quality, upstream background or ambient water quality, and parameter specific coefficient of effluent variability. Space is provided at the top of the table to provide description of sampling points used.)

Optional Toxics Data isattached to Application El Yes X No 3620-PM-WO0008 Rev. 9W NPOES Number PA 002561 5 ISECTION C. - (continued)

Ill. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 015 Process Wastewater a-sn I"a. Describe process and type of wastewater

b. Applicable EPA Effluent Limitation Guideline: 40 CFR Category/Subcategory

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs

d. Discharge Occurs: hrs/day, d,ays/wk; _____ days/yr; months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater

a. Describe process and type of wastewater:

b. Applicable EPA Effluent Limitation Guideline: 40 CFR Category/Subcategory

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Ouantitv Units of Measure (or raw material used) Production Occurs Production Occurs Discharge Occurs: hrs/day, d,ays/wk; _ _ days/yr, months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 3620-PM-W00008 Rev. 9/99 NPDES Number PA 0025615 SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 015

2. Other Wastewater Contributing to this Outfall (Description)_

a. Source(s):

b. Discharge Occurs: hrs/day; days/wk; _____ days/yr; months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process, Miscellaneous Non-Contact Cooling, and Sanitary Wastewater

c. Source(s):

d. Discharge Occurs: hrs/day, days/wk; days/yr, _ months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD 3620-PM-WQ0008 Rev. 9/99 NPDES Number PA 002561 5 SECTION C. -(continued)

I II. SOURCES OF WASTEWATER FOR OUTFALL (continued)

Stormwater Runoff (Only if in combination with any of the above wastewaters. If outfall consists of only stormwater, complete Section D) otherwise complete Section D for the stormwater contribution and Section C for contributions from other wastewaters.

Drainage Area Conversion Volume Units Rainfall (inches) Size Units Factor 0.44 X 58,008 Fe X 0.623 = 15,901 Gallons 2

X Yd X 5.61 = Gallons X Acres X 27.152 = Gallons Ill. REQUIRED AND OPTIONAL ANALYSES

1. Optional Site-Specific Toxics Data Use the space below (attach additional sheets if necessary) to provide any of the optional site-specific information discussed in Appendix 2. (The Analyses Results Table should be used to report intake water quality, upstream background or ambient water quality, and parameter specific coefficient of effluent variability. Space is provided at the top of the table to provide description of sampling points used.)

Optional Toxics Data is attached to Application D Yes 3 No 362G-PM-WO0008 Rev. SW9 NPDES Number PA 0025615 I SECTION C. - (continued) l 11. SOURCES OFWASTEWATER CONTRIBUTING TO OUTFALL NUMBER 016

. Process Wastewater

-I a. Describe process and type of wastewater

b. Applicable EPA Effluent Limitation Guideline: 40 CFR Category/Subcategory

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs

d. Discharge Occurs: hrs/day-, d ays/wk; days/yr; months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater

a. Describe process and type of wastewater

b. Applicable EPA Effluent Limitation Guideline: 40 CFR Category/Subcategory

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs Discharge Occurs: hrs/day; d-ays/wk; _ _ days/yr, months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 3620-PM-WO0008 Rev. 9/99 NPDES Number PA 0025615 360P.008Rv 19 PE ubrP 051 SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 016

2. Other Wastewater Contributing to this Outfall (Description) a Source(s):

b. Discharge Occurs: hrs/day; days/wk; days/yr, months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process, Miscellaneous Non-Contact.Cooling. and Sanitary Wastewater

. c. Source(s):

d. Discharge Occurs: hrs/day; days/wk; ______ days/yr; months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD i

For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD 3620-PM-WC)0008 Rev. 9199 NPDES Number PA 0025615 3620-PM-W00008 Rev. 999 NPDES Number PA 0025615 SECTION C. - (continued)

II. SOURCES OF WASTEWATER FOR OUTFALL (continued)

Stormwater Runoff (Only if in combination with any of the above wastewaters. If outfall consists of only stormwater, complete Section D) otherwise complete Section D for the stormwater contribution and Section C for contributions from other wastewaters.

Drainage Area Conversion Volume Units Rainfall (inches) Size Units Factor 0.44 X 67,223 Ft2 X 0.623 = 18,427 Gallons X Yd2 X 5.61 = Gallons X Acres X 27.152 = Gallons Ill. REQUIRED AND OPTIONAL ANALYSES

1. Optional Site-Specific Toxics Data Use the space below (attach additional sheets if necessary) to provide any of the optional site-specific information discussed in Appendix 2. (The Analyses Results Table should be used to report intake water quality, upstream background or ambient water quality, and parameter specific coefficient of effluent variability. Space is provided at the top of the table to provide description of sampling points used.)

Optional Toxics Data is attached to Application ai Yes Ig No 3620-PM-W00008 Rev. 9/99 NPDES Number PA 0025615 I SECTION C. - (continued)

SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 017 Process Wastewater

a. Describe process and type of wastewater:

b. Applicable EPA Effluent Limitation Guideline: 40 CFR Category/Subcategory

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs

d. Discharge Occurs: hrs/day; days/wk; days/yr, months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM Process Wastewater

a. Describe process and type of wastewater:

b. Applicable EPA Effluent Limitation Guideline: 40 CFR Category/Subcategory

c. Maximum Monthly Production Rate:

Of Product Month When Representative Days/Month Quantity Units of Measure (or raw material used) Production Occurs Production Occurs Discharge Occurs: hrs/day; do ays/wk; _ _ days/yr, months/yr.

During which months?_

For continuous discharges report:

The average discharge rate associated with the Month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate ______MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge rate GPM 362G-PM-W00008 Rev. 9t99 NPDES Number PA 0025615S 3620-PM-W00008 Rev. 9199 NPDES Number PA 0025615 SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 017

2. Other Wastewater Contributing to this Outfall (Description)

a. Source(s):

b. Discharge Occurs: hrs/day; _____ days/wk; _______ days/yr; months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD For batch discharges report:

No. of decant cycles CYCLES/DAY Length of each decant cycle MIN.

Average decant discharge flow rate GPM

3. Total Process. Miscellaneous Non-Contact Cooling, and Sanitary Wastewater

c. Source(s):

d. Discharge Occurs: hrs/day; days/wk; ______ days/yr; months/yr.

During which months?

For continuous discharges report:

The average discharge rate associated with the month of maximum production. MGD For intermittent or seasonal discharges report:

The long-term average discharge rate MGD The maximum daily discharge rate MGD 3620-PM-W00008 Rev. Mgr NPDES Number PA 002561 5 3620-PM.WOOOOB Rev. 9/99 NPDES Number PA 0025615 SECTION C. - (continued) lII. SOURCES OF WASTEWATER FOR OUTFALL (continued)

<4. Stormwater Runoff (Only if in combination with any of the above wastewaters. If outfall consists of only stormwater, complete Section D) otherwise complete Section D for the stormwater contribution and Section C for contributions from other wastewaters.

Drainage Area Conversion Volume Units Rainfall (inches) Size Units Factor 0.44 X 31,490 Ft2 X 0.623 = 8,632 Gallons X Yd2 X 5.61 = Gallons X Acres X 27.152 = Gallons Ill. REQUIRED AND OPTIONAL ANALYSES

1. Optional Site-Specific Toxics Data Use the space below (attach additional sheets if necessary) to provide any of the optional site-specific information discussed in Appendix 2. (The Analyses Results Table should be used to report intake water quality, upstream background or ambient water quality, and parameter specific coefficient of effluent variability. Space is provided at the top of the table to provide description of sampling points used.)

Optional Toxics Data is attached to Application El Yes 3 No s-/

362G-PM-W00008 Rev. 919 NPDES Number PA 002561 5 3620-PM-W00008 Rev. 9199 NPDES Number PA 0025615 Ill. REQUIRED AND OPTIONAL ANALYSES

2. Summary of Required Analyses Worksheet

• * *

• ALL DISCHARGERS SUBMIT THIS WORKSHEET WITH YOUR APPLICATION * * *

• Discharge Contains (see Instructions for Outfall Section C, Part 11) GW Storm- Pollutants or Pollutant Required No. of Number Process NCCW Sanitary Misc. Cleanup water Groupings which must be Sample Events Waste Waste Waste Sampled for and (see C.111)

Analyzed 001 X X X Groups 1, 2, 3, 4, 5, 8 3 002 X X Groups 1, 2,3,4, 5, 8 1 003 X X X X X Groups 1, 2,3,4,5, 8 3 004 X 0 006 X 0 007 X X 0 008 X X Groups 1, 2, 3, 4, 5, 8 3 010 X X 011 X X X X Groups 1, 2,3,4, 5,8 3 012 X X 1 013 X X X Groups 1, 2, 3, 4, 5, 8 3 014 X 15 X 016 X 017 X

• • • SUBMIT THIS TABLE WITH YOUR APPLICATION ****

3620-PM.W( 3 Rev. 9/99 Nr . 'Number PA 0025615

(.

SECTION (continued) NPDES Number PA Ill. REQUIRED AND OPTIONAL ANAYLSES

3. Analysis Results Outfall Sampling Results (Locate Sampling Point on Une Drawing required by Question A.10)

Outfall Number i Intake Sampling Results - Optional (Specify Source Upstream Background Sampling Results - Optional (Specify Location of Sample i Treatment Facility Influent Sampling Results (Locate Sampling Point on Une Drawing required by Question A.1 0)

Naw niqrhArna MAlesrihahnasi for infnrmntinn nrnesntpd. sAa lnstnrctions for Seton (. Part II

2. LEVEL PRESENT 3. UNITS 4.

Coefficient

b. Maximum 30 Day Value c. Long Term Avg. Value d. of Effluent

1. POLLUTANT a. Maximum Daily Value(, (If avallable)( (if available)() No. of a. Concen- Variability GROUP 1 (1) Concentration (2) Mass (1)ConcentratIon (2) Mass (1)Concentration (2) Mass Analyses tration b. Mass (CV) 1C Biochemical Oxygen Demand, BOD I 2C Chemical Oxygen Demand, 3C Total Organic Carbon, TOC 4C Total Suspended Solids, TSS _ _ _ _

5C Total Dissolved Solids, TDS _

6C Ammonia as N 7C Oil and Grease 8C Bromide 9C Chlorine, Total Residual 10C Temperature (I) (C) (IC) winter Value Value Value 11C Temperature (IC) (IC) (IC) summer Valu Value Valu_

12C pHMinimu MMa..mu '." standard standard units units ____________

2.a Maximum Daily Value - Report the highost daily value or daily average value from the last year of data. Report both mass and concentration.

2.b Maximum 30 Day Value - Determine the average of all daily values during each calendar month and report the highest average.

2.c Long Term Average Value - The average of all values within the last year and report both the mass and concentration.

2.d Minimum of three sampling events required for process wastewater discharges and a minimum of one sampling event for all other discharges, treatment facility influent and Intake water.

3620-PM-W( It Rev. 9/99 N Number PA 0025615

(

SECTION C (continued) NPDES Number PA Ill. REQUIRED AND OPTIONAL ANAYLSES

3. Analysis Results Outfall Sampling Results (Locate Sampling Point on Line Drawing required by Question A.10)

Outfall Number Intake Sampling Results - Optional (Specify Source I Upstream Background Sampling Results -Optional (Specify Location of Sample I Treatment Facility Influent Sampling Results (Locate Sampling Point on Line Drawing required by Question A.10)

New Dischar e (Describe basis for information resented, see Instructions for Section C, Part II

6. If you have any reaaon to expect the pollutant to be normally Accept 3.Level Present present In this discharge, check the appropriate block or able 1. 2. describe another reason.

Detec- Detection EPA a. Max Daily b. Average of S. Coefficient Other Value Anaylses tion Level Method C. 4. Units of Effluent Non.

Pollutant Level Used Number Concen. Concen- Number of Concen. Varlabillity IndustrIal Domestic Domestic Water Waste O&M Other Group 2 t (u al) Used tratlon Mass tration Mass Analysis tration Mass (CV) Sources Sources Sources Supply Haulers Practices (Explain) 13C Color 14C Fecal Coliform 15C Fluoride 100 _ _

16C Nitrate-Nitrite (as M 17C Nitrogen, Total Organic (as -)

18C Phosphorus (as P), Total__ ___ _ _ _

19C Sulfate (as 1,000 S0 4 ) _ _ _ __ _ _ _ _ _ _ _

20C Sulfide (as S) 1 000 - _

21C Sulfite (as 2,000 22C Surf actants 25 (M BAS). I_ _ _ __ _ _ __ _ _ _ _ _

3. It other data Is available (I.e. DMR datae etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highest dally value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analyses - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of three Sampling Events required for process wastewater discharges, and a minimum of one Sampling Event for all other discharges, treatment facility Influent, Intake water and background.

• Make copies of this table and check appropriate box.

It IsIn the applicant's interest to achieve a level of detection at least equal to (or preferably more sensitive than) those listed. This will minimize uncertainty and therefore the need for additional analyses or potential for establishing a large number of effluent limits and/or monitoring requirements Inthe final NPDES permit 3620.PM.W ( I Rev. 9/99 '( Number PA 0025615 SECTION C (continued) NPDES Number PA 1Il. REQUIRED AND OPTIONAL ANAYLSES'

3. Analysis Results Outfall Sampling Results (Locate Sampling Point on Line Drawing required by Question A.10)

Outfall Number Intake Sampling Results - Optional (Specify Source Upstream Background Sampling Results - Optional (Specify Location of Sample Treatment Facility Influent Sampling Results (Locate Sampling Point on Line Drawing required by Question A.10)

New Discharge (Describe basis for Information presented, see Instructions for Section C, Part It _

6. It you have any reason to expect the pollutant to be normally Accept present In this discharge, check the appropriate block or describe another reason.

able 1. 2 3.Level Present 4.Units Detec- DetectIon EPA a.Max Daily b.Average of 5. Coefficient Pollutant tion Level Method Value Analyses e of Effluent Group 2 Level' Used Number Concen- Concen Number ofConcen Varability RW Mnu. Inter- By- Intake Other mediate Product (continued) (ua/1) (IjqA) Used tratlon Mass tration Analysis tratlon Mass (Cy) Materials factureds Storeds Product Water (Explain) 1M Antimonv, Total 200 2M Arsenic, Total 50 3M Beryllium, Total 5 4M Cadmium, 5 Total 50 _

5M Chromium, 50 Total _

SM Chromium, 10 Hexavalent__ _ ___ _ _ _ _ _ _

6M Copper, Total 20 = _

7M Lead, Total 100 8M Mercury, Total 0.2  ;  ;

9M Nickel, Total 40 10M Selenium, Total 75 _

11 M Silver, Total 10 =

12M Thallium, Total 100 13M Zinc, Total 5 _

14M Cyanide, Total 20 14M Cyanide, Free 5 _

3. If other data Is available (i.e. DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analyses - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of three SamplIng Events required for process wastewater discharges, and a minimum of one Sampling Event for all other discharges, treatment facility Influent, Intake water and background.

• Make copies of this table and check appropriate box.

It IsInthe applicant's interest to achieve a level of detection at least equal to (or preferably more sensitive than) those listed. This will minimize uncertainty and therefore the need for additional analyses or potential for establishing a large number of effluent limits and/or monitoring requirements In the final NPDES permit.

3620-PM.V '8 Rev. 9!99 'tI Number PA 0025615

(.

SECTION C (continued) NPDES Number PA_

Ill. REQUIRED AND OPTIONAL ANAYLSES*

3. AnalysIs Results Outfall Sampling Results (Locate Sampling Point on LUne Drawing required by Question A.10)

Outfall Number Intake Sampling Results -Optional (Specify Source 'I Upstream Background Sampling Results - Optional (Specify Location of Sample i Treatment Facility Influent Sampling Results (Locate Sampling Point on Line Drawing required by Question A.10) I New piscnarc e (uescnbe basis ror InTormation presented, see instructons Tor Section C, ParaII _

6. It you have any reason to expect the pollutant to be normally I

Accept present In this discharge, check the appropriate block or describe another reason.

able 1. 2. 3. Level Present 4. Units Detec. Detection EPA a. Max Daily b. Average of S. Coefficient Pollutant tion Level Method Value Analyses c. of Effluent Group 2 Level Used Number Concen- Concen- Number of Concen- VarIabilIty Raw Menu- Inter- Bye Intake Oter mediate Product (continued) (P ) (W) Used tratfon Mass tratlon Mass Analysis tratlon Mass (CV) Materials factureds Stored. Product Water (Explatn) 15M Phenols, Total 5 16M Aluminum, 100 Total ___

17M Barlumm, Total 100 18M Boron, Total 100 19M Cobalt, Total 50 _ _ _ l 20M Iron, Total 30 21M Iron, Dissolved 30 22M Magnesium, 30 Total 23M Molybdenum, 1000 Total 24M Manganese, 10 Total 25M Tin, Total 800 26M Titanium, Total 400 _

3. If other data Is available (I.e. DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and S.

3.a. Maximum Daily Value - Report the hlIhes daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analyses - Determine the average of all samples'taken within the past year. Report both mass and concentration.

3.c. A minimum of three Sampling Events required for process wastewater discharges, and a minimum of one Sampling Event for all other discharges, treatment facility Influent, Intake water and background.

Make copies of this table and check appropriate box.

It is In the applicant's interest to achieve a level of detection at least equal to (or preferably more sensitive than) those listed. This will minimize uncertainty and therefore the need for additional analyses or the potential for establishing a large number of effluent limits and/or monitoring requirements In the final NPDES permit.

-70 -

3620-PM-Y' 8 Rev. 9199  ;"t Number PA 0025615 SECTION C (continued) NPDES Number PA Ill. REQUIRED AND OPTIONAL ANAYLSES*

3. Analysis Results Outfall Sampling Results (Locate Sampling Point on Line Drawing required by Question A.10)

Outfall Number 11 Intake Sampling Results - Optional (Specify Source Upstream Background Sampling Results - Optional (Specify Location of Sample 11 Treatment Facility Influent Sampling Results (Locate Sampling Point on Line Drawing required by Question A.10)

Ka.., M-Asrlhn keei fIVnhkna tIJCXdSWIU

,IC., UlO'..laSW UOOla f- r IIIIVIII -

PUS n.a

-nfanielt n cns laif.aeIilSuxI*Jlvzrt.. *SQLItIVI rnn In, Qa..tann Qtn-ef

'.1Sh~LS'. PrD-f rSl(A II Pl 'I

6. If you have any reason to expect the pollutant to be normally Accept present In this discharge, check the appropriate block or able 1. 2. 3. Level Present describe another reason.

Pollutant Detec- Detection EPA a.Max Daily b. Average of . Coefficient Group 3 tion Level Method Value Analyees c. 4.Units of Effluent Inter.

Volatile Level Used Number Concen- Concen. Number of Concen. Variability RAW Manu- mediate By. Intake Other Organics (Alcll) (uLa) Used tration Mass tratlon Mass Analysis tratlon Mass (CV) Materials factureds Storeds Product Products Water (Explain) 1V Acrolein 10 2V Acrylonitrille 10 _

3V Benzene 10 _ _

5V Bromoform 10 6V Carbon 10 Tetrachloride 7V Chlorobenzene 10 _ = _

8V Chlorodibromo- 10 methane __

9V Chloroethane 10 1OV 2-Chloroethylvlnyl 10 Ether 11V Chloroform 10 _ _

12V Dichlorobromo- 10 methane _ __

14V 1,1-Dichloro- 10 ethane 15V 1,2-Dichloro- 10 ethane 16V 1,1-Dlchloro- 10

_ ethylene 17V 1,2 10

_ Dichloropropane 18V 1, 3-Dichloro- 10 I propylene 19V Ethylebenzene 10 I

3. Ifother data Is available (I.e. DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Dally Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analyses - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of three Sampling Events required for process wastewater discharges, and a minimum of one Sampling Event for all other discharges, treatment facility Intluent, Intake water and background.

Make copies of this table and check appropriate box.

It isInthe applicant s interest to achieve a level of detection at least equal to (or preferably more sensitive than) those listed. This will minimize uncertainty and therefore the need for additional analyses or the potential for establishing a large number of effluent limits and/or monitoring requirements In the final NPDES permit.

3620-PM.W C 8 Rev. 9199 A - .'Number PA 0025615 I"- I SECTION C continued) NPDES Number PA l 111.REQUIRED AND OPTIONAL ANAYLSES*

3. Analysis Results Outfall Sampling Results (Locate Sampling Point on Line Drawing required by Question A.10)

Outfall Number Intake Sampling Results - Optional (Specify Source II Upstream Background Sampling Results - Optional (Specify Location of Sample I Treatment Facility Influent Sampling Results (Locate Sampling Point on Line Drawing required Iby Question A.10) )

Naw DischarnA (DAecrieA hasis for Information DreAsntAd- saa Instructions for Section C. Part II I_ _ __ _ __ _I_ _

_.--'-a '--- "-""--- ae--..._, __ .._.__,_,_-,,-__,,,.-,-....

.6 If you have any reason to expect the pollutant to be normally Accept present In this discharge, check the appropriate block or able 1. 2. 3.Level Present describe another reason.

Pollutant Detec. Detection EPA a. Max Dally b. Average of 5. Coefficient Group 3 tion Level Method Value Analse c. 4. Units of Effluent Inter.

Volatile Level Used Number Concen- Concen- Number of Concen- Variability Raw Menu. Mediate By Intake Other Organics (P ) c( used tration Mass tratlon Mass Analysis tration Mass (CV) Materials fectured Storeds Product Product Water (Explain) 20V Methvl Bromide 10 21V Methyl Chloride 10 - _

22V Methylene 10

___Chloride 23V 1,1,2,2-Tetra- 10 chloroethane _

24V Tetrachloro- 10

___ ethylene_ _ _ _ _

25V Toluene 10 26V 1,2-Trans-Di- 10

_ chloroethylene 27V 1,1,1-Trichloro- 10

_ ethane _ _ _ _ __ _ _ _

28V 1,1 .2-Trichloro- 10 29V Trdchloroethylene 10 31V Vinyl Chloride 10

3. If other data Is available (i.e. DMR data. etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.s. MaxImum Dally Value - Report the highes daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analyses - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of three Sampling Events required for process wastewater discharges, and a minimum of one Sampling Event for all other discharges, treatment facility Influent, Intake water and background.

Make copies of this table and check appropriate box.

It is in the applicant s Interest to achieve a level 6f detection at least equal to (or preferably more sensitive than) those listed. This will minimize uncertainty and therefore the need for additional analyses or the potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

3620-PM.W( 8 Rev. 9/99 1( Mumber PA 002561 5 I(:

SECTION C (continued) NPDES Number PA III. REQUIRED AND OPTIONAL ANAYLSES*

3. Analysis Results Outfall Sampling Results (Locate Sampling Point on Line Drawing required by Question A.10)

Outfall Number Intake Sampling Results - Optional (Specify Source Upstream Background Sampling Results - Optional (Specify Location of Sample Treatment Facility Influent Sampling Results (Locate Sampling Point on Une Drawing required by Question A.10) )

New Discharge (Describe basis for information presented, see Instructions for Section C, Part II )

6. If you have any reason to expect the pollutant to be normally Accept present In this discharge, check the appropriate block eor able 1. 2. 3.Level Present describe another reason.

Pollutant Detec- Detection EPA a. Max Daily b. Average of S. Coefficient Group 4 tion Level Method Value Analyses c. 4.Units of Effluent Inter.

Acid-Fractlon Level Used Number Concen- Concen. Number of Concen- Variability Raw Manu- Mediate ey. Intake Other Organics (PW) (Pr ) Used tratlon Mass tratlon Mass Analysis tratlon Mass (Cv.)Materials factured Storeds Product Products Water (Explainj 1A 2-Chlorophenol 10 2A 2,4-Dichloro- 10 phenol_

3A 2,4-Dimethyl. 10 4A 4,6*Dlnitro-o- 16 5A 2,4-Dinitrophenol 50 6A 2-Nitrophenol 10 7A 4-Nitrophenol 50 8A P-Chloro m- 10 __

Cresol_

9A Pentachioro 50 10A Phenol 10 2.4,6-Trichioro- 10 nhAnnt . . . . . . . .&*~. J JL . L ..

...........1L

3. It other data Is available (i.e. DMR data, etc.). the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the hIghest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analyses - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of three Sampling Events required for process wastewater discharges, and a minimum of one Sampling Event for all other discharges, treatment facility Influent, Intake water and background.

Make copies of this table and check appropriate box.

It is inthe applicant's interest to achieve a level of detection at least equal to (or preferably more sensitive than) those listed. This will minimize uncertainty and therefore the need for additional analyses or the potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

- 73 -

3620.PM.WC 8 ReV. 9/99 T", ',Number PA 0025615 SECTION C (continued) NPDES Number PA l 111.REQUIRED AND OPTIONAL ANAYLSES*

3. Analysis Results Outfall Sampling Results (Locate Sampling Point on Line Drawing required by Question A.10)

Outfall Number Intake Sampling Results - Optional (Specify Source i Upstream Background Sampling Results - Optional (Specify Location of Sample I Treatment Facility Influent Sampling Results (Locate Sampling Point on Line Drawing required by Question A.1 0)_ I Now nischnrna nlacnrlha hbais fnr Infeormntlnn nrazntoer see Instnuctlons for Scktinn (C Pnrt II

6. Ifyou have any reason to expect the pollutant to be normally Accept present In this discharge, check the appropriate block or Pollutant able 1. 2. 3. Level Present describe another reason.

Group 5 Detsec- Detection EPA a. Max Daily b. Average of 5. Coefficient Base-Neutral tlon Level Method Value Analyses c. 4. Units of Effluent Inter-Fraction Level' Used Number Concen- Concenr Number of Concen- Variability Raw Manu- mediate By- Intake Other Orcganics... J/) Used tration mass tratlon Mass A y ttss MterIals a d Stored Product Product Water (Explain) 18 Acenaphthene 10 2B Acenaphthylene 10 3B Anthracene 10 4B Benzidine 50 5B Benzo (a) 10 Anthracene_____

6B Benzo (a) Pyrene 10 7B 3,4-Benzo- 10 fluoranthene 8B Benzo(gho 10 9B 98 Perylene Benzo (k) 1 10 Fluoranthene 10B Bis (2-Chloro- 10

_ ethoxs Methane_

11B Bis (2-Chloro- 10 ethyl) Ether .

12B Bis (2-Chloro- 10 tsQorD Ib Eth _

13B Bis (2-Ethylhexyl) 10 Phthalate___l_

14B 4-Bromophenyl 10 Phenyl Ether _

3. If other data Is available (I.e. DMR data, etc.). the past year of data may be used to determine 3a, 3b, 3c, and S.

3.a. Maximum Daily Value - Report the hlghest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analyses - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of three Sampling Events required for process wastewater discharges, and a minimum of one Sampling Event for all other discharges, treatment facility Influent, Intake water and background.

• Make copies of this table and check appropriate box.

• It is In the applicant s Interest to achieve a level of detection at least equal to (or preferably more sensitive than) those listed. This will minimize uncertainty and therefore the need for additional analyses or the potential for establishing a large number of effluent limits and/or monitoring requirements In the final NPDES permit.

3620.PMA-C S Rev. 9/9 t ',Number PA 0025615 C(-

SECTION C (continued) NPDES Number PA 111. REQUIRED AND OPTIONAL ANAYLSES*

3. Analysis Results Outfall Sampling Results (Locate Sampling Point on Line Drawing required by Question A.10)

Outfall Number Intake Sampling Results - Optional (Specify Source Upstream Background Sampling Results - Optional (Specify Location of Sample Treatment Facility Influent Samnpling Results (Locate Sampling Point on Line Drawing required by Question A.10)

New Discharge Describe basis for information presented, see Instructions for Section C, Part I

6. If you have any reason to expect the pollutant to be normally Aces present In this discharge, check the appropriate blockeor Pt.

Pollutant able 1. 2. 3. Level Present describe another reason.

Group 5 Dot. Detection EPA a. Max Daily b. Average of 5.CoeffIcient C.

Base-Neutral tlon Level Method Value Analy s sc. 4. Units of Effluent Inter-Fraction Love Used Number Concen. Concen. Number of Concen- Variability Raw Menu- modiste By Intake Other Ornanics l(P a JiA) Used tratlon Mass tratlon Mass Analysis tratlon Mass (CV) Materials factured Stored Product Product Water (Explaln) 158 ButyliBenzyl 10 Phthalate 168 2-Chloro- 10 - _

_ naphthalene 17B 4.Chlorophenyl 10 - - -

Phenyl Ether 18B Chrysene 10 198 Dibenzo (a,h) 10 Anthracene ___=

20B 1,2-Dichloro- 10 benzene 21B 1,3-Dichloro- 10 benzene 22 1,4-Dichtoro- 10- --

benzene 23B 3.3'-Dichloro- 50 - - - -

benzidine__ _ _ _ __ _ _ _ _

24B Diethyl Phthatate 20 - - - -

258 Dimethyl Phthalate 20 =

26B Di-N-Butyl Phthatate 20 278 2,4-Dinitro-tofuene 10 28B 2,6.Dinitro-toluene 10 __

29B Di-N.Octyt Phthalate 20 308 1.2-Diphenyl- 10 hydrazine (as Azobenzene) _ _

3. If other data Is available (ie. DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. MaxImum Dally Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analyses - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of three Sampling Events required for process wastewater discharges, and aminimum of one Sampling Event for all other discharges, treatment facility influent, Intake water and background.

Make copies of this table and check appropriate box ItIsin the applicants interest to achieve a level of detection at least equal to (or preferably more sensitive than) those listed. This will minimize uncertainty and therefore the need for additional analyses or the potential for establishing a large number of effluent limits and/or monitoring requirements inthe final NPDES permit.

3620.PM .( 8 Rev. 9199 ,(Number PA 0025615 C.

SECTION C (continued) NPDES Number PA Ill. REQUIRED AND OPTIONAL ANAYLSES*

3. Analysis Results Outfall Sampling Results (Locate Sampling Point on Line Drawing required by Question A.1 0)

Outfall Number Intake Sampling Results - Optional (Specify Source Upstream Background Sampling Results - Optional (Specify Location of Sample '

Treatment Facility Influent Sampling Results (Locate Sampling Point on Line DraWing required by Question A.10) '

New Discharge (Describe basis for Information pr sented,seeinstrctionsforSectonCPartI_

6. If you have any reason to expect the pollutant to be normally Accept present In this discharge, check the appropriate block or Pollutant able 1. 2. 3. Level Present describe another reason.

Groups Detec- Detection EPA a. Max Daily b. Average of 5. Coefficient Base-Neutral tion Level Method Value Analyses c. 4.Units of Effluent Inter.

Fraction Level' Used Number Concen- Concen. Number of Concen- Variability Raw Manu- mediat By- Intake Other Organics ( Used tration Mass tratlon Mass Analysis tratlon Mass (Cv)Materials factured Stored Product Product water (Explain) 31B Fluoranthene 10 32B Fluorene 10 - - -

33B Hexachloro- 10 - -

benzene _

34B Hexachioro- 10 butadiene 35B Hexachloro- 10 -

cyclopentadiene 36B Hexachloroethane 10 _

378 Indeno (1,2,3-cd) 10- -- - _ _ _ _ _ _ _ _ _

37B Pyrene 10 _=_=_=_

38B Isophorone 10 _ _

39B Naphthalene 10 l 40B Nitrobenzene 14 _

41B N-Nitrosodi- 20 methylamine 42B N-Nitrosodi-N- 20 Propylamine _ _

43B N-Nitrosodi- 20 phenylamine 44B Phenanthrene 10 =

458 Pyrene 10 _

46B 1,2,4-Tuchloro- 10 benzene _ _ _ _ _ _ _ _ _ _

3. If other data Is available (I.e. DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the Mahal; daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analyses - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of three Sampling Events required for process wastewater discharges, and a minimum of one Sampling Event for all other discharges, treatment facility Influent, Intake water and background.

Make copies of this table and check appropriate box.

It Is In the applicant s Interest to achieve a level of detection at least equal to (or preferably more sensitive than) those listed. This will minimize uncertainty and therefore the need for additional analyses or the potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

3620-PM-WOoif iev. 9/99 NPD -( mber PA 0025615 SECTION C (c ntinued) NPDES Number PA-III. REQUIRED AND OPTIONAL ANAYLSES*

3. Analysis Results Outfall Sampling Results (Locate Sampling Point on Une Drawing required by Question A.10)

Outfall Number Intake Sampling Results - Optional (Specify Source Upstream Background Sampling Results - Optional (Specify Location of Sample Treatment Facility Influent Sampling Results (Locate Sampling Point on Line Drawing required by Question A.10)

New Discharce(escneeasistor intormationp sentea,seeinstructionsr eclionuraniI_ _

6. Ifyou have any reason to expect the pollutant to be normally Accept. present In this discharge, check the appropriate block or Pollutant able 1. 2. 3. Level Present describe another reason.

Group 6 Detec. Detection EPA a.Max Daily b. Average of S.Coefficient Pesticides tion Level Method Value Ana lyses c. 4.Units of Effluent Inter-Level" Used Number Concen- Concen- Number of Concen- Variability Saw Manu- mediate By. Intake Other (Pf1L) e/iol) Used tratlon Mass tratlon Mass Analysis tratlon Mass (CV) Materials factured Stored Product Product Water (Explain)

IP Aldiln 10 u _ _ _

2P Alpha BHC 10 __

3P Beta SHC 10 _

4P Gamma BHC 10 _

5P Delta BHC 10 6P Chlordane 10 7P 4,4 -DDT 10 _

BP 4.4'-DDE 10 _ _

9P 4.4 -DDD 10 _ _ .

10P Dieidrin 10 __ _

11P AlphaEndosultan 10 _

12P BetaEndosulfan 10 13P Endosulfan 10 Sulfate 14P Endrln 10 _

15P Endrin Aldehyde 10 _

16P Heptachlor 10 17P Heptachlor 10 Epoxide 25P Toxaphene 10 _

26P DIOXIN: 2,3,7, 8-Tetrachloro-dibenzo-P Dioxin _ .

3. If other data Is available (I.e. DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.8. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analyses - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of three SamplIng Events required for process wastewater discharges, and a minimum of one Sampling Event for all other discharges, treatment facility Influent, Intake water and background.

Make copies of this table and check appropriate box.

It is In the applicant's Interest to achieve a level of detection at least equal to (or preferably more sensitive than) those listed. This will minimize uncertainty and therefore the need for additional analyses or the potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

3620.PM-WQor( - ev. 9/9 NPD( " nber PA 002615 NPDES Number PA

(

SECTION C (continued)

Ill. REOUIRED AND OPTIONAL ANAYLSES*

3. Analysis Results Outfall Sampling Results (Locate Sampling Point on Une Drawing required by Question A.10)

Outfall Number Intake Sampling Results - Optional (Specify Source )

Upstream Background Sampling Results - Optional (Specify Location of Sample Treatment Facility Influent Sampling Results (Locate Sampling Point on Une Drawing required by Question A.10)

New Discharge D esribe basis for Information prsented, see Instructions for Section C, Part II

6. It you have any reason to expect the pollutant to be normally Accept present In this discharge, check the appropriate block or able 1. 2. 3. Level Present describe another reason.

Detec- Detection EPA a. Max Dally b. Average of S.Coefficient Pollutant tion Level Method Value Analyses c. 4. Units of Effluent Inter-Group 7 Level Used Number Concen- Concen- Number of Concen- Variability Raw Manu. mediate By. Intake Other PCB's (Pj /1) Used tratlon Mass tration Mass Analysis tratlon Mass (CV) Materials fectured Stored Product Product Water (Explain) 18P PCB-1242 20 19P PCB-1254 20 20P PCB- 221 20 21P PCB-1232 20 22P PCB-1248 20 23P PCB-1260 20 24P PCB- 1016 20

3. It other data Is available (I.e. DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Dally Value - Report the higlhes dally value or dally average value from the last year of data. Report both mass and concentration.

3.b. Average of Analyses - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of three Sampling Events required for process wastewater discharges, and a minimum of one Sampling Event for all other discharges, treatment facility Influent, Intake water and background.

Make copies of this table and check appropriate box.

It Is in the applicant s Interest to achieve a level of detection at least equal to (or preferably more sensitive than) those listed. This will minimize uncertainty and therefore the need for additional analyses or the potential for establishing a large number of effluent limits andlor monitorng requirements in the final NPDES permit.

- 78 -

3620-PM-WOOIf qev. 9/99 NPDr mber PA 0025615 SECTION C (continued) NPDES Number PA _

Ill. REQUIRED AND OPTIONAL ANAYLSES*

3. Analysis Results Outfall Sampling Results (Locate Sampling Point on Line Drawing required by Question A.10)

Outfall Number Intake Sampling Results - Optional (Specify Source I1 Upstream Background Sampling Results - Optional (Specify Location of Sample Treatment Facility Influent Sampling Results (Locate Sampling Point on Line Drawing required by Question A. 10)

Mow... 1-n. f..ln I ,,I-fl- n - A can Inctnirwnn fEr ActTnn C Par+ II

6. It you have any reason to expect the pollutant to be normally Accept- present In this discharge, check the appropriate block or able 1. 2. 3. Level Present describe another reason.

Detec- Detection EPA a. Max Daily b. Average of 5. Coefficient Pollutant tion Level Method Value Analyses Number 4. Units of Effluent Inter.

Group 8 Level' Used Number Concen. Concen- of Concen- Variability Raw Manu rnedlate By Intake Other Radioactivity (u gl) ( Used tratlon Mass tratlon Mass Analysis tratlon Mass (Cv) Materials factured Stored Product Product Water (sxplain) 1R Radloactmty. Not Avail-(1) Alpha, able Total 2R (2) Beta, Total 3R (3) Radium, Total 4R (4) Radium _

226, Total _ = __

3. If other data is available (I.e. DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the hblhest daily value or dally average value from the last year of data. Report both mass and concentration.

3.b. Average of Analyses - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of three Sampling Events required for process wastewater discharges, and a minimum of one Sampling Event for all other discharges, treatment facility Influent, Intake water and background.

• Make copies of this table and check appropriate box.

It Is In the applicants Interest to achieve a level of detection at least equal to (or preferably more sensitive than) those listed. This will minimize uncertainty and therefore the need for additional analyses or the potential for establishing a large number of effluent limits andlor monitoring requirements in the final NPDES permit.

- 79 -

3620-PM-WQO(( 9ev. 9199 NPD' mber PA 0025615 SECTION C (continued) NPDES Number PA 0025b,5 IV. INFORMATION AND ANALYSIS OF EFFLUENT QUALITY FOR OTHER POTENTIALLY TOXICS POLLUTANTS

1. Information on Chemical Additives Known or Expected to be Present In the Discharge (Read Instructions carefully and use the tabular format and additional pages, where necessary, to present the required Information)

Chemical Manufacturer Average & Concentration Lowest Whole Whole Outfall Substance or Maximum Possible Product Product Compound Name and Address Usage Rate _ Analytical 96 Hr LC50 48 Hr LC50 Trade NagoC orSeditc lbs/day In-system Effluent Units Detection I (mg/l) and (mg/I) and j1)forwhole IILC50 producntIs Data l active p espec.es

________________ jata jorthel Level (p) species" (1) IfLC50 Data for whole product Isnot available, data for the fndivdual active Ingredients may be provided.

- 80 -

3620-P1MMwoody 9ev. 9199 NPD( 'mber PA 0025615 SECTION C (continued) NPDES Number PA 0025615 IV. (Continued)

2. 3 Information and Analysis of Effluent Quality for Other Potentially Toxic Pollutants Known or Expected to be Present Inthe Discharae (Read Instructions carefully and use the tabular format and additional pages, where necessary, to present the required Information)

.Average Effluent Analytical Outfall l Chemical Substance or Compound Reason for Presence In Discharge Concentration Detection Level X~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~p/ (p/

3620-PM-W00008 Rev. 9/99 NPDES Number PA 0025615 SECTION C. (continued) NPDES Permit Number PA 0025615 IV. (Continued)

4. Any other toxic chemicals known or expected to be present in the discharge.

a. GC/MS "Five Peaks" pollutants (see instructions)

Outfall Number Analytical Average Maximum No. Samples Group Detection Effluent Effluent Positive Number Chemical Substance or Limit Concentration Concentration /

(3 -7) Compound Name Gjg/l) (ugll) (g/0 No. analyzed

/

I I

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

I

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

I I

I l

1 4 4-l

.I

.I I

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

=~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

I

= . ~~~~~~~~~~~~~~~~~~~

I I

Use additional sheets for additional pollutants, and for each Outfall reported.

E If additional peaks were not available for one or more groups with the method used check here and attach an explanation of why the method was selected.

3620-PM-WO0008 Rev. 9199 NPDES Number PA 0025615 SECTION C. (continued) NPDES Permit Number PA 0025615 IV. (Continued)

4. b. Other Chemicals Outfall Number Average Indicate if Concentration Presence is Substance Reason for Presence in Discharge (P1g1) Known (K) or Suspected (S) 4 4 4 4

• 4 4 4 4 1 4 4 I 4 4 4 +

I 4 +

4 4 Provide additional sheets as necessary 3620-PM-W( 9 Rev. 9199 1 'Number PA 0025615 SECTION L. (continued) NPDES Permit Number PA 002561b V. HAZARDOUS SUBSTANCE SPILL REPORTING REQUIREMENT EXEMPTION (Optional)

3. Treatment

1. Name of Table 4 Substance 2. Origin and Source Provided Outfall Amount Per Outfall ____

Quantity Lb/24 hrs Frequency Duration a c

. <~~~~~~~~~~~~~~

. . _~~~~~~

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

. = = =~~~~~~

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

- 84 -

3620-PM-W00008 Rev. 9/99 .NPDES #PA: 002561 5 SECTION C (continued) NPDES Permit Number PA 0025615

i. ANTICIPATED ENVIRONMENTAL PROTECTION IMPROVEMENTS OR RELATED CHANGES A. Are you now required by any Federal, State or local authority to meet any implementation schedule for the construction, upgrading or operation of wastewater treatment equipment or practices or any other environmental programs which may affect the discharges described in this application? This includes, but is not limited to, permit conditions, administrative or enforcement orders, enforcement compliance schedule letters, stipulations, court orders, and grant or loan conditions.

El YES (complete the following table) 3 NO (go to )

2. AFFECTED OUTFALLS 3. BRIEF DESCRIPTION OF PRODUCT 4. FINAL COMPLIANCE

1. IDENTIFICATION OF No l DATE CONDITION, TC a. No b. Sound of Discharge a. R~eq d b rjce B. OPTIONAL: You may attach additional sheets describing any additional environmental pollution control programs which may affect your discharges which you now have underway or which you plan. Indicate whether each program is now underway or planned, and indicate your actual or planned schedules.

id MARK UX" IF DESCRIPTION OF ADDITIONAL INFORMATION IS ATTACHED VII. BIOLOGICAL TOXICITY TEST DATA Do you know or have reason to believe that any acute or chronic biological toxicity tests were made in the last three (3) years on any of the facility's discharges, or on a receiving water in relation to a discharge?

El YES rNO If yes, attach any information which you have available on the purpose and nature of such testing, and the test results.

All dischargers are encouraged to perform biological toxicity testing. The Department may require biomonitoring testing be conducted after your application is received. The Department may be contacted for protocols.

3620-PM-WCK=8 Rev. 9/99 NPDES #PA: 002561 5 SECTION D - Stormwater Discharcies Associated with Industrial Activity

j. Outfall Location No For each outfall, list the latitude and longitude of its location to the nearest 15 seconds and the name of the receiving water.

A. Outfall Number B. Latitude C. Longitude D. Receiving Water I (list) (name) 003 40 37 26 80 26 07 Ohio River 008 40 37 30 80 26 02 Ohio River 011 40 37 28 80 26 05 Ohio River 012 40 37 38 80 25 70 Pegg's Run 013 40 37 25 80 25 47 Pegg's Run 014 40 37 25 80 25 47 Pegg's Run 015 40 37 41 80 25 71 Pegg's Run 016 40 37 36 80 25 66 Pegg's Run 017 40 37 32 80 25 61 Pegg's Run

11. Improvements A. Are you now required by any Federal, State, or local authority to meet any implementation schedule for the construction, upgrading or operation of wastewater treatment equipment or practices or any other environmental programs which may affect the discharges described in this application? This includes, but is not limited to, permit conditions, administrative or enforcement orders, enforcement compliance schedule letters, stipulations, court orders, and grant or loan conditions. D] YES E NO

1. Identification of Conditions, 2. Affected Outfalls 3. Brief Description of Project 4. Final Compliance Agreements, Etc. Date Number Source of a. req. b. proj.

discharge l i _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ ___ ___ ___ ___ _

B. You may attach additional sheets describing any additional water pollution (or other environmental projects which may affect your discharges) you now have under way or which you plan. Indicate whether each program is now under way or planned, and indicate your actual or planned schedules for construction.

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

3620-PM-W00008 Rev. 9/99 NPDES #PA: 0025615 SECTION D (continued)

IV. Narrative Description of Pollutant Sources For each outfall, provide an estimate of the area (include units) of impervious surfaces (including paved areas and building roofs)

S drained to the outfall, and an estimate of the total surface area drained by the outfall.

Outfall Area of Impervious Surface Total Area Drained Outfall Area of Impervious Surface Total Area Drained Number (provide units) (provide units) Number (provide units) units) 014 212,352 017 31,490 015 58,008 016 67,223 B. Provide a narrative description of significant materials that are currently or in the past three years have been treated, stored or disposed in a manner to allow exposure to storm water, method of treatment, storage, or disposal; past and present materials management practices employed, in the last three years, to minimize contact by these materials with storm water runoff; materials loading and access areas; and the location, manner, and frequency in which pesticides, herbicides, soil conditioners, and fertilizers are applied.

The BVPS Chemical Control Program contains elements, requirements, and responsibilities to prevent contamination or pollution of storm water runoff to which all employees are trained. Included on all BVPS-specific chemicals is a statement the reads, "DO NOT POUR DOWN ANY DRAINS." Procedural instructions also include guidance to minimize placing chemical containers near storm drains, and if temporary storage is unavoidable, to stage prevention and mitigation controls.

Stormwater source inspections conducted since 1996 and other surveillances (e.g., monthly above ground tank inspections conducted since 1999), did not Indicate storage of materials described that would cause exposure to the stormwater at Beaver Valley Power Station as described.

C. For each outfall, provide the location and a description of existing structural and nonstructural control measures to reduce pollutants in storm water runoff; and a description of the treatment the storm water receives, including the schedule and type of

maintenance for control and treatment measures and the ultimate disposal of any solid or fluid wastes other than by discharge.

tutfall Treatment List Codes from Number Table 1 (EPA Table no.2 Fl)

V. Nonstormwater Discharges A. I certify under penalty of law that the outfall(s) covered by this application have been tested or evaluated for the presence of nonstormwater discharges, and that all nonstormwater discharges from these outfall(s) are identified in Section C of this application for the outfall.

Name and Official Title (type orprint)

James H. Lash, Plant General Manager Snature n d at jl Date Signed B. Provide a description of the method used, the date of any testing, and the onsite drainage points tdat were directly observed during a test.

Review of site engineering drawings; visual Inspection of manholes, catch basins, and associated piping; visual flow observations. Visually observed each outfall.

VI. Significant Leaksor Spills==

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

• ,,ease see Attachment 4: BVPS Spill History.

3620-PM-W00008 Rev. 9/99 NPDES #PA: 002561 5 362GPM-W00008 Rev. 999 NPDES #PA: 0025615 SECTION D (continued)

PART VII-A &E - Additional Stormwater Information Submission Use this page to list any toxic pollutants as required by Part VII-E of Section D, or to provide explanation of why sampling couldn't be performed as required in Part VII-A.

3620-PM-W00008 Rev. 9199 NPDES # PA: 0025615 SECTION D (continued)

Ill. Discharge Information_

I, B, C, & D: See Instructions before proceeding. Complete one set of tables for each outfall. Annotate the outfall number in the I space provided.

E. Ust any substance(s) or a component of a substance(s) listed in Table 5 which you currently use or manufacture as an intermediate or final product or byproduct. If none, indicate so.

None.

VII. Discharge Information _ _ _

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?

0 Yes (ist all such pollutants below and explain the purpose and nature of such testing.) M No (go to Section IX) 3620-PM-W00008 Rev. 9199 NPDES # PA: 002561 5 SECTION D (continued) Stormwater outfall V1I. Discharge Information (Continued from previous page)

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.

Pollutant Maximum Values Average Values Number And (Include unis)(include units) of Storm Sources of Pollutants CASaNailbe) Grab Sample Taken During Grab Sample Taken Duning Sampedt (if available) First 30 Minutes First 30 Minutes Sampled Oil and Grease Biological Oxygen Demand (BODS)

Chemical Oxygen Demand (COD)

Total Suspended Solids (TSS)

Total Kjeldahl Nitrogen Nitrate plus Nitrite Nitrogen Total Phosphorus pH (MiniMax.)

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

I-PNlliitant I KAnymi im Values! I Avarnne Valueisn I Nuimhbr

_/

And CAS Number (Include units)

Y (include units) .,...w...

of Storm Events Sources of Pollutants Grab Sample Taken During Grab Sample Taken During I Sampled (ifavailable)

First 30 Minutes First 30 Minutes

.4.

___ 1 I

I

___ 1 4

4

• 4 I 4 I. 4 I 4 4

I 4 3620-PM-WO008 Rev. 9/99 NPDES#PA: 0025615 SECTION D (continued) Stormwater outfall Part C - Ust each pollutant shown in Tables 5, 6 and 7 (EPA Table Nos. 2F-2, 2F-3, and 2F-4 respectively)

I that you know or have reason to believe is present. See the instructions for additional details and requirements. Complete one table for each outfall.

P V F 11 I Pollutant Maximum Values Average Values Number And (include units) (include units) of Storm Sources of Pollutants CAS Number Events Grab Sample Taken During Grab Sample Taken During (ifavailable) Sampled First 30 Minutes First 30 Minutes Part D - Provide data for the storm event(s) which resulted in the maximum values for the flow weighted composite sample.

1.

Date of 2.

Duration 3.

Total rainfall J4. Number of hour 5.

Maximum flow rate 6.

Total flow from 7.

Season 8.

Form of Storm of Storm during storm event a between beginning of storm during rain event rain event Sample Precipitation Event (In minutes) (in Inches) measured and end of previous (gallons per minute or (gallons or Was taken (rainfall, measurable event specify units) specify units snowmeit)

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

3620-PM-WQ0008 Rev. 9/9 NPDES # PA: 0025615S SECTION E - MISCELLANEOUS INFORMATION SUBMISSION

1. CONTRACTED ANALYTICAL ASSISTANCE Did a contract laboratory or consulting firm perform any of the analyses required by this application?

a Yes, their anme(s), address(es) and list(s) of the Cl No analyses performed are given below:

Name Types of Analyses Performed:

Address Phone ( )

Name Types of Analyses Performed:

Address Phone ( )

Name Types of Analyses Performed:

Address Phone ( )

3620-PM-W00008 Rev. 9W99 NPDES # PA: 002561 5 SECTION E - MISCELLANEOUS INFORMATION SUBMISSION (continued)

11. OTHER INFORMATION

1. For New Dischargers Only: 0 Check if Not Applicable

a. Have there been any technical evaluations performed concerning your anticipated wastewater treatment or control facilities (including engineering reports or pilot plant studies)? Check the appropriate box below.

3 Yes 0 No

b. If yes, briefly describe such evaluations and the resulting reports which have been prepared.

c. Provide the name and location of any existing plant(s) which, to the best of your knowledge, resembles your planned operation with respect to items produced, production processes, wastewater constituents or wastewater treatment.

NMame

.^.,, Loctinn

2. -For All Dischargers: (Optional)

If necessary, use attached sheets to expand upon responses to any of the above Questions, or to call attention to any other information you feel should be considered in establishing permit limitations for the proposed or existing facility.

3620-PM-W00008 Rev. 9/99 NPDES #PA: 002561 SECTION F CERTIFICATION AND SIGNATURE OF APPLICANT I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information ibmitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible o-.r 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.

James H. Lash, Plant General Manager Sworn and subscribed to before me this Print Name and Tite of Person Signing day of ,_

(724) 682-7773 Telephone Number of Person Signing (/ Notary Public 6' Notarial Scat Signature of Applicant Tracey A. Baczck. Notary Public Shippingport Boro, Beaver County My Commission Expires Aug. 16. 2005 Member. Pannsvtvania Association of Notaries

- Date Application Signed Notary Seal Please note below the name, address and telephone number of the individual that should be contacted in the event additional information is required: (If same as Item l.C, in Section A, please state).

Name: FE Corporate

Contact:

Scott F. Brown BVPS Local

Contact:

Michael D. Banko IlIl Address: GO-1 3. 76 South Main Street BVPS SEB-2i P.O. Box 4 Akron, OH 44308 ShinDingport. PA 15077 Telephone (330) 384-4657 (724) 682-5874 LIST OFATTACHMENTS : Topographic Map : Waste Water Flow Diagram : BVPS Discharge Points and Stormwater Runoff Plan : BVPS Spill History : Chemical Additive List : New Chemical Approval Requests : County and Borough Notifications

Name: HOOKSTOWN Location: 040° 37'18.7" N 080 26'01.1" W Date: 1/14/2004 Caption: Beaver Valley Power Station: North Hookstown/South Scale: 1 inch equals 2000 feet ' Midland Quadrangles

THIS PAGE IS AN

-OVERSIZED DR AWING OR FIGURE, THAT CAN BE VIEWED AT THE RECORD TITLED:

DIWG. NO. 8700-RM-27F,

-Rev. 14 "WASTE WATER FLOW DIAGRAM" WI1THIN THIS PACKAGE..

OR--BY SEARCHING USING DWG. NO. 8700-RM-27F D-O1

ATTACHMENT 3

- THIS PlAGE IS AN OVERSIZED DRAWING OR.

FIGURE, THAT CAN BE VIEWED AT THE RECORD TITLED:

-DWG. NO'. 3CGK00129, Rev. 1 "STORMWATER SYSTEMS AND DISCHARGE POINTS" WITHIN THIS PACKAGE..

OR BY SEARCHING USING

- 'DWG. NO. 3CGKO0129, D-02

{ ATTA" MENT 4 C,

B V P S SPILL HISTORY Event CR/Document Impacted Region Environmental Date Reference Event Description of Influence Regulatory Notifications/Reports Remedial/Corrective Actions 1/17/03 BVPS Condition Approximately 750 gallons were Outfall 013 PA DEP (phone and written follow-up) 1) Directed cleanup by Mr. John of Report 03-00540 released to the stormwater Peggs Run and NRC awareness. approximately 50 gallons of liquid that had system from the Unit 2 Sewage not reached the stormwater system; 2) Cap Treatment Plant Secondary with lanyards were attached to drains; 3)

Clarifier from an open valve Numerous additional corrective Actions..

_______________ thought to be closed.

10/30/02 BVPS Condition Unit 2-2 EDO tank was Outfall 011 PA DEP (phone and written follow-up) Procedure revisions and Human Report 02-09734 overfilled allowing Ohio River and NRC awareness. Performance remedial actions.

approximately 75 gallons to spill. An unknown quantity reached the Stormwater system.

9/27/02 BVPS Condition Hold tank overflow due to power Outfall 013 The 24 hour2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> report was made to Charles 1)Placed drain blockers over stormwater Report 02-08413 out on lift station, and warning Peggs Run Brethauer of the state DEP. basins; 2) Directed cleanup by Mr. John.

indicator lights. Approximately 200 gallons reached the stormwater system.

1/30/02 BVPS 100 gallon diesel fuel oil spill to Parking lot surface NRC notified by BVPS via EN #38661 BVPS personnel with offsite assistance Condition Report the ground in the area south of Storm sewer on 1/30/02 (event not reportable to NRC FROM THE Three Rivers Pollution 02-00782 the Unit 2 Cooling Tower. system - Outfall pursuant to 10 CFR 50.73). Response Council (3PRC) contained and 013- Pegg's Run Report to PA DEP by BVPS on 2/5/02. removed most of the spill that migrated Ohio River from the parking lot to Pegg's Run.

Nonetheless, some fuel oil entered the Ohio River. BVPS Spill History Page 1 of I 01114104

ATTACHMENT 5 r I First Energ, N.uclear Operating Company (FENOC) ('* .,e' 1of8 Beaver Valley Power Station Revision 9 NPDES Permit No. PA0025615 01/15/03 CHEMICAL ADDITIVE LIST CHEMICAL ADDITIVES UTILIZED USE/SYSTEM. USAGE RATE IN-STREAM CONDITIONED DISCHARGE OUTFALL CONCENTRATION WATER DISCHARGE 'NO.

RATE Hydrazine, 35% Oxygen control of the secondary 1-30 gallons/day 10-200 ppb Secondary System Periodic draining for system (condensate) capacity 240,000- maintenance, system leakage; 600,000 gallons maybe discharged after ion-(rate varies up to 0.600 exchange or neutralization mgd) 101/001/004 303/403/003 111/21 1/011 313/013 Oxygen control of Chilled Water <I gallon/day 0.5-50 ppm Not normally discharged. Closed system normally no system and Hot Water Heat discharge unless system fails systems (e.g., tube leakage); periodic drain of system may be discharged after ion-exchange or neutralization 101/001/004 303/403/003 211/011 313/013 Oxygen control of the Ecolochem <I gallon/day 0.0 ppm 0.144 mgd No un-reacted hydrazine is reverse osmosis unit discharged Oxygen control of the steam I - 120 gallons/day 0.5 - 5 ppm Secondary System Periodic drain during outages generators during periods of wet capacity 240,000- of approximately 30,000 lay-up 600,000 gallons gallons (rate varies up to 0.600 101/001/004 mgd) 303/403/003 313/013 Oxygen control of the Auxiliary 1-120 gallons/day 0 - 200 mg/l 0.002 mgd 301/401/001

. boilers also includes periods of

. w et la y-u p f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ : Chemical Additive List Rev 9.doc

6*

First Ener6. .uclear Operating Company (FENOC) (: ( I ge 2 of 8 Revision 9 Beaver Valley Power Station NPDES Permit No. PA0025615 01/15/03 CHEMICAL ADDITIVE LIST CHEMICAL ADDITIVES UTILIZED USE/SYSTEM USAGE RATE IN-STREAM CONDITIONED DISCHARGE OUTFALL CONCENTRATION WVATER DISCHARGE NO.

RATE Sodium Hydroxide (20-50% Caustic) pH neutralization for the Unit I <1 gal/day 5% - 20% 0.252 mgd 101/001/004/003/

Chemical Waste Sump 011/013 Nuclear quench spray system <I gal/day 20- 26% Not normally discharged (nuclear safety contingency) Not

. normally discharged.

. Closed Loop cooling systems for <I gal/day < I ppm Not normally discharged Closed loop system, leakage pH control due to mechanical failure 303/403/003 111/211/011 313/013 Sulfuric Acid pH neutralization of chemical <I gal/day 2-6% 0.252 mgd 101/001/004 waste sump pH control of the Ecolochem <1 gal/day 1-5% 0.144 mgd 103/003 reverse osmosis unit . .

Sodium Bisulfite Dechlorinating agent for 0-500 pounds/day 0.0 - 5 ppm 40.0 mgd 001/004/010 circulating water system . .

Sodium Bromide Biocide for the Circulating Water 250 pounds/day 0.0 - 0.2 ppm 40.0 mgd 001/004/010 system Aluminum Sulfate Flocculant for Ecolochem reverse I lb/day 1-10 ppm 0.144 mgd 103/003 osmosis unit Cationic Polymer (e.g., BETZ 1181) Coagulant (cationic) for the 120 lbs/day 17 ppm 0.330 mgd 103/003

______ _ ____ ___ ___ _ clarifier Anionic Polymer (e.g., BETZ 1100) Flocculent (anionic) for the* 2 lbs/day 0.5 ppm 0.330 mgd 103/003

_ __ _ __ _ __ _ _ _ _ _ _ _ _ _ _ _ _ ~~clarifier _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Sodium Hypochlorite Biocide for the circulating water 0-600 gallons/day 0.0-2.0 ppm 40.0 mgd 001/004/010 system .

Disinfectant for sewage treatment Up to 2 pound/day 0.0-1.0 ppm 0.014 mgd (Unit 1) 203/003

. plants 0.046 mgd (Unit 2) 113/013 Periodic oxidation of hydrazine in 50 gallons/day (during 0.0-0.5 ppm 0.252 mgd (Chem Waste 101/001 chemical waste sump and oxidation) Sump 403/003 condensate blowdown 0.488 mgd (SW Circ Pit)

Calcium Hypochlorite Disinfectant for sewage treatment Up to 2 pound/day 0.0-1.0 ppm 0.014 mgd (Unit 1) 203/003 plants 0.046 mgd (Unit 2) 113/013 Sodium Molybdate (e.g., GEBetz Conrosion control of the primary 500 lbs/year 200-1500 ppm Not normally discharged. Closed loop system, leakage MD4103) and secondary (i.e., CCT, CCP, due to mechanical failure etc.), ERF HVAC, Chilled Water, 101/001 303/403/003 and emergency diesel generator 111/211/011 313/013 Closed Loop Cooling Systems : Chemical Additive List Rev 9.doc

(. (-,e3 of 8 First Ener- nuclear Operating Company (FENOC)

Beaver Valley Power Station Revision 9 NPDES Permit No. PA0025615 01/15/03 CHEMICAL ADDITIVE LIST CHEMICAL ADDITIVES UTILIZED USE/SYSTEM USAGE RATE IN-STREAM CONDITIONED DISCHARGE OUTFALL CONCENTRATION WATER DISCHARGE. NO.

_ _______________ _ _ _ _ _ _ _ _ ________________ RA TTE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __R Ethanolamine pH control of the Chilled Water <1 gal/day 0.5-50 ppm Not normally discharged. Closed system normally no and Hot Water Heat systems discharge, however periodic drain of system is discharged after ion-exchange or neutralization 101/001/004 303/403/003 111/211/011 313/013 PH control for the steam I - 15 gallonstday 0.5 - 5 ppm Secondary System Periodic drain during outages generators during periods of wet capacity 240,000- of approximately 30,000 lay-up 600,000 gallons gallons (rate varies up to 0.600 101/001/004 303/403/003 mgd) 111/211/011313/013 pH and corrosion control of the I - 30 gallons/day 0.5 - 5 ppm Secondary System Secondary System normal secondary systems (condensate) capacity 240,000- leakage and periodic drain for 600,000 gallons maintenance produces (rate varies up to 0.600 discharge mgd) 101/001/004 303/403/003 211/011 313/013 pH control of the Auxiliary boiler I - 30 gallons/day 0.5 - 5 ppm 0.002 mgd 301/401/001

- includes periods of wet layup.

Sodium Nitrite (e.g., Betz Corrshield K-9, Corrosion control of the primary 2,500 lbs/year 200-1500 ppm Not normally discharged Closed loop system, leakage GEBetz NT4203) and secondary (i.e., CCT, CCP, due to mechanical failure etc.), ERF HVAC, Chilled Water, 101/001 303/403/003 and emergency diesel generator 111/211(011 313/013

___________________________ClosedLoopCoolingSystems _______________________ : Chemical Additive List Rev 9.doc

First EneriC .uclear Operating Company (FENOC)

C..' .1 ' e 4 orf8 Beaver Valley Power Station Revision 9 NPDES Permit No. PA0025615 01/15/03 CHEMICAL ADDITIVE LIST CHEMICAL ADDITIVES UTILIZED USE/SYSTEM USAGE RATE IN-STREAM CONDITIONED DISCHARGE OUTFALL CONCENTRATION WATER DISCHARGE NO.

RATE Betz Powerline 3627 Biocide formacro and micro 25-300 lbs/day 1-2 ppm 40.0 mgd 001/004/010/003/

fouling treatment for various river Up to 7,000 lbs/day 011 water, service water, and fire Periodic drain of river and protection components and service water heat systems components, and fire protection pipes for maintenance produces discharge at:

303/003

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

. ___________________________ _____________________ 313 /013 lsothyiazolin (e.g., Betz Biotrol 91 W) Corrosion control of the primary <1 lbs/day 15-30 ppm after addition Not normally discharged Closed loop system, leakage and secondary (i.e., CCT, CCP, due to mechanical failure etc.), ERF 1-VAC, and emergency 101/001 303/403/003 diesel generator Closed Loop 111/211/011 313/013 Cooling Systems Tetra Potassium Pyro Phosphate (e.g., Corrosion inhibitor for the 600 Ibs/day 1.54 ppm 40.0 mgd 001/004/010 GEBetz FLogard MS6201) circulating water system and secondary cooling system HEDP/HPSI (e.g., GEBetz Corrosion inhibitor for the 150 lbs/day 0.5 ppm 40.0 rngd 001/004/010 DEPOSITROL BL5301, BL5303) circulating water system Powerline 3610 Corrosion control of the primary <I lbs/day 25-50 ppm after addition Not normally discharged Closed loop system, leakage and secondary (i.e., CCT, CCP, due to mechanical failure etc.), ERF HVAC, and emergency 101/001 303/403/003 diesel generator Closed Loop 111/211/011 313/013 Cooling Systems INHIBITOR 562C (AZ8I01) Corrosion control of the primary <55 gallons/day 10-100 ppm Not normally discharged Closed loop system, leakage and secondary (i.e., CCT, CCP, due to mechanical failure etc.), ERF HVAC, Chilled Water, 101/001 303/403/003 and emergency diesel generator 11/211/011 313/013 Closed Loop Cooling Svstems .

Bentonite Clay (Granules) Detoxifying Detoxifying clay for the biocide 21,000 lbs/day 0-35 ppm 40.0 mgd 001/004/01010111 Agent (e.g., BETZ DT-S, GEBetz DT- (Powerline 3627 or CT-I) used for 003 1401) treating cooling water_

Bentonite Clay (slurry) Detoxifying Detoxifying clay slurry for the 21,000 Ibs/day 15-35 ppm 40.0 mgd 001/004/010/011/

Agent (e.g., BETZ DT-G, GEBetz DT- biocide (e.g., Powerline 3627) 003 1400) used for treating cooling water Ge Betz Continuum Aec 3145 Corrosion inhibitor for the ERF 10 lbs/day 100 ppm <0.001 mgd 012 cooling system I I : Chemical Additive List Rev 9.doc

First EneC,.uclear Operating Company (FENOC)

Beaver Valley Power Station (7 II A.,ge5of8 Revision 9 NPDES Permit No. PA0025615 01/15/03 CHEMICAL ADDITIVE LIST CHEMICAL ADDITIVES UTILIZED USE/SYSTEM USAGE RATE IN-STREAM CONDITIONED DISCHARGE OUTFALL CONCENTRATION WATER DISCHARGE NO.

._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _.__ RA TE 1 00 Not normally discharged 012 Betz Dearborn Continum Corrosion inhibitor for the ERF 10 lbs/day ppm AEC 3136 cooling system Carbohydrazide Oxygen control for the steam 170 gal/day 75-200 ppm in isolated Secondary System Periodic drain during outages generators during periods of wet components during outages capacity 240,000- of approximately 30,000 lay-up 600,000 gallons gallons (rate varies up to 0.600 101/001/004 mgd) 303/403/003 111/211/011

.__ 3 13/0 13 Boric Acid Neutron moderation through the 60,000 lbs/year 1-2,000 ppm Closed loop system no Closed loop system no reactor coolant system (RCS) discharge discharge Corrosion inhibitor in the 2,000 lbs/year 1-50 ppm Secondary System Secondary System normal Secondary system steam capacity 240,000- leakage and periodic drains generators 600,000 gallons 101/001/004 303/403/003 (rate varies up to 0.600 211/011 313/013 mgd)

Reduce pH of condensate drainage 50 lbs/qtr 100-1000 ppm <0.600 mgd Secondary System normal leakage and periodic drains 101/001/004 303/403/003

.__ _______ _ _ _ __ _ _ __ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ __ _ _ _ _ _ _ __ _ _ 21 1/011 3 13/01 3 Betz Biotrol 91 W (Isothyiazolin) Corrosion control for emergency <1 gal/year 25 - 50 ppm Not normally discharged Closed loop system, leakage Powerline 3610 diesel generator cooling system due to mechanical failure Spectrus NXI 100 (MBT) and ERF HVAC Closed Loop 101/001 303/403/003 cooling systems 111/211/011 313/013 Ethylene Glycol Freeze protection for'the ERF 55 gal/year 45-70% Not normally discharged Closed system no discharge diesel generator cooling system (normally recycled offsite)

Closed system no discharge Glycol heating system, Glycol 330 gal/year 45-70% Not normally discharged chilled water, Switchgear Cooling (normally recycled offsite)

Betz Foamtrol Ct Foam elimination in the liquid 100 lbs/day <1.0 ppm Variable 001/004/010 203/003 Betz Foamtrol 144 waste system, the sewage 113/013

._________________________________ treatment plant, and circulating : Chemical Additive List Rev 9.doc

First Enerp, 4uclear Operating Company (FENOC) (. ke.,ee6of8 Beaver Valley Power Station Revision 9 NPDES Permit No. PA0025615 01/15/03 CHEMICAL ADDITIVE LIST CHEMICAL ADDITIVES UTILIZED USEISYSTEM USAGE RATE IN-STREAM CONDITIONED DISCHARGE OUTFALL CONCENTRATION WATER DISCHARGE NO.

RATE Ammonium Hydroxide pH control for the secondary < I gal/day under 0.7-2.0 ppm System capacity Secondary System normal (condensate) system normal conditions 240,000-600,000 gal. leakage and periodic drains 101/001/004 (15 gal to lay-up 10-50 ppm Steam generator capacity 303/403/003 system) 60,000 gal 111/211/011 (rate varies up to 0.600 313/013

._____ _____________ ____________ __ _ __ _ _ __ __ _ _ __ _ __ _ __ _ __ m gd ) __ _ _ __ _ _ __ _ _ __ _ __ _ _ __ _ _ _

Ammonium Chloride Molar Ratio control of secondary < I lb/year 0 - 2.0 ppb System capacity Secondary System normal systems 240,000-600,000 gal leakage and periodic drains 101/0011004 303/403/003 111/211/011

.__________________________________ 3 13/013 Lithium Hydroxide (LiOH) pH control for Reactor Coolant 80 lbs/year 0.7/4.0 ppm Not normally discharged Closed loop system no System discharge Corrosion control of the primary 10 lbs/year c 200 ppb Closed loop system, leakage and secondary (i.e., CCT, CCP, due to mechanical failure etc.), and emergency diesel 101/001 303/403/003 generator Closed Loop Cooling 111/211/011 313/013 Systems '_.

Hydrogen Peroxide (H2o2) Corrosion control for the Reactor 15.8 gal/1 8 months I ppm System capacity 66,371 Closed loop system no Coolant System (10.6 gal/year) gal (up to .066 mgd) discharge Neutralization of the chemical < 33 gallons/day < I ppm  ??? 101/001 403/003 waste sump and SW circ pit.

Zinc Acetate  : Radiation dose control for the 0.088 lbs/day 0.035 ppm (estimated System capacity 66,371 Closed loop system no Reactor Coolant System (estimated average use average in-stream) gal (up to .066 mgd) discharge rate)

Hydrogen Oxygen control for the Reactor As needed to maintain 30-40 cc/kg System capacity 66,371 Closed loop system no Coolant System .20-30 psig overpressure gal (up to .066 mgd) discharge in the volume control tank_

Potassium Chromate Corrosion control for the Neutron <1 lbs/year < 2,000 ppm System capacity 20,970 Closed loop system no Shield Tank at Unit I and Unit 2 gall (up to .021 mgd) discharge Potassium Dichromate pH control of the Neutron Shield <1 lbs/year < 2,000ppm System capacity 20,970 Closed loop system no Tanks at Unit I and Unit 2 gall (up to .021 mgd) discharge : Chemical Additive List Rev 9.doc

First Enert, - uclear Operating Company (FENOC)

Beaver Valley Power Station

(. C. e 7 f8 Revision 9 NPDES Permit No. PA0025615 01/15/03 CHEMICAL ADDITIVE LIST CHEMICAL ADDITIVES UTILIZED USE/SYSTEM USAGE RATE IN-STREAM CONDITIONED DISCHARGE OUTFALL CONCENTRATION WATER DISCHARGE NO.

__ _ _.__ __.__ _ _ _ _ _ __ _ _ _ _ _ _ _____________ _____________ R AT E T _ _ _ _ _ __A Sodium Bicarbonate pH adjustment of the sewage 50-150 lbs/day 10-300 ppm 0.014 mgd (Unit 1) 103/203/303/003 treatment plant and various 0.046 mgd (Unit 2) 111/211//011 113/313/013/

internal monitoring points. . _114/014 Potassium hydroxide Corrosion control of the primary <5 pounds/year As necessary to control pH Not normally discharged Closed loop system, leakage and secondary (i.e., CCT, CCP, due to mechanical failure etc.), and emergency diesel 101/001 303/403/003 generator Closed Loop Cooling 111/211/011 313/013 Systems Sodium Tetraborate Corrosion control of the primary < 10 pounds/year As necessary to control pH Not normally discharged Closed loop system, leakage and secondary (i.e., CCT, CCP, due to mechanical failure etc.), and emergency diesel 101/001 303/403/003 generator Closed Loop Cooling 111/211/011 313/013 Systems .

Attachment 5: Chemical Additive List Rev 9.doc

First Ene(."uclear Operating Company (FENOC) C( ( .e8of8 Revision 9' Beaver Valley Power Station NPDES Permit No. PA0025615 01/15/03 CHEMICAL ADDITIVE LIST THE FOLLOWING CHEMICALS ARE USED FOR CORRECTIVE ACTION - NOT FOR NORMAL OPERATIONS CHEMICAL ADDITIVES UTILIZED USE/SYSTEM USAGE RATE IN-STREAM CONDITIONED DISCHARGE OUTFALL CONCENTRATION WATER DISCHARGE NO.

RATE Calcium Hydroxide (Hydrated Lime). Maintained for emergency Not normally used- rate Variable Variable 103/203/303/003 adjustments of various outfall dependanton 111/211//011 pH's contingency. 113/313/013 Liquid Live Organisms Used to stimulate biological action 500 ml/day <I ppm Variable 203/003 in the sewage treatment plant 113/013 system Methanol (Fisher) Used to stimulate biological 300 ml/day <I ppm Variable 203/003 growth on the rotating biological 113/013

-disk Photofloc 1132 Used to assist in coagulation of Variable Variable Variable 203/003 Polymer solids . 113/013 Fluorescein Dye Dye testing < I lbs/day) 1000 ppm <0.060 mgd 003/008/011/012

/013 : Chemical Additive List Rev 9.doc

ATTACHMENT 6 New Chemical Additive Requests Beaver Valley Power Station Chemical Additive Request SummarM Pursuant to the Beaver Valley Power Station (BVPS) NPDES Permit No. PA0025615, Condition C.1 1, FirstEnergy Nuclear Operating Company (FENOC) is submitting the attached chemical additive information for approval.

Usage for five chemicals or new uses for previously approved chemicals is requested as summarized below. Each additive information sheet and Material Safety Data Sheet (MSDS) follow this cover.

Depositrol BL5303 This chemical is to be used as a corrosion inhibitor in BVPS Circulating Water systems. It is similar in make-up and concentration to BL5301 which is already approved.

Lithium Hydroxide This chemical is already approved for use at BVPS in the Primary Reactor Coolant System (main nuclear closed loop). This request is to use this chemical in other Closed Loop systems (i.e., component cooling, emergency diesel generator, etc.) for indication and corrosion control.

Potassium Hydroxide This request is to use this chemical in Closed Loop systems (i.e., component cooling, emergency diesel generator, etc.) for corrosion control.

Powerline 3627

!, This chemical is already approved for use at BVPS as a molluscicide for Asiatic Clams and Zebra mussels, and as a biocide to treat for micro fouling organisms. This request is to treat certain in-plant Fire Protection pipes once per year. The effluent from the treated pipes willbe treated with already approved detoxifying bentonite clay (e.g.,

GEBetz 1400), prior to discharge to Outfall 001, 003, or 011.

Sodium Tetraborate This request is to use this chemical in Closed Loop systems (i.e., component cooling, emergency diesel generator, etc.) for corrosion control.

Unless notified otherwise, the station will begin using the above-mentioned chemical after the required 60-day review period. If you have any questions or need further information, please contact Mr. Edward Hubley, Manager Nuclear Environmental & Chemistry, at 724-682-7340.

I

FirstEnergy Nuclear Operating Company Beaver Valley Power Station NPDES Permit No. PA0025615 Permit Part C.11 Chemical Additive Information:

Depositrol BL5303 Submitted Under L103-195 Trade Name: Depositrol BL5303 Manufacturer Information:

Betz

Dearborn,

Inc.

4636 Somerton Road Trevose, PA 19053 215-355-3300 Active Ingredients:

PHOSPHONIC ACID,(I-HYDROXYETHYLIDINE)BIS- (HEDP); CAS #:2809-214 2-PROPENOIC ACID POLYMER WITH 2-HYDROXY-3; CAS #:78266-09-8 Water, CAS# 7732-18-5 Usage Rate:

150 pounds/day Conditioned Water Discharge Rate:

32.3 MGD Avg 61.2 MGD Max In-System Concentration:

0.5 mg/l In-System Degradation or Decomposition:

'See attached MSDS Expected Concentration at Final Outfall:

0.5 mg/l Test Method at Outfall:

EPA 200.7 Flow Diagram Showing Addition Point and Affected Outfalls:

See included Waste Water Flow Diagram (8700-RM-27F) 96 Hour - LC50 Bioassay Data:

See MSDS MSDS and Mammalian Toxicity Data:

MSDS is attached.

S GE Betz Material Safety Data Sheet GE Betz, Inc.

4636 Somerton Road Trevose, PA 19053 Issue Date: 16-AUG-2001 Business telephone: (215) 355-3300 EMERGENCY TELEPHONE (Health/Accident): (800) 877-1940 1 PRODUCT IDENTIFICATION PRODUCT NAME:

DEPOSITROL BL5303 PRODUCT APPLICATION AREA:

WATER-BASED DEPOSIT CONTROL AGENT.

2 COMPOSITION / INFORMATION ON INGREDIENTS Information for specific product ingredients as required by the U.S. OSHA HAZARD COMMUNICATION STANDARD islisted. Refer to additional sections of this MSDS for our assessment of the potential hazards of this formulation.

HAZARDOUS INGREDIENTS:

CAS# CHEMICAL NAME 2809-21-4 PHOSPHONIC ACID,(1-HYDROXYETHYLIDINE)BIS- (HEDP)

Corrosive (eyes)

NON-HAZARDOUS INGREDIENTS:

CAS# CHEMICAL NAME 7732-18-5 WATER 78266-09-8 2-PROPENOIC ACID POLYMER WITH 2-HYDROXY (2-PROPENYLOXY)-1-PROPANE SULFONIC ACIDSODIUM SALT No component is considered to be a carcinogen by the National Toxicology Program, the International Agency for Research on Cancer, or the Occupational Safety and Health Administration at OSHA thresholds for

carcinogens.

3 HAZARDS IDENTIFICATION EMERGENCY OVERVIEW CAUTION May cause moderate irritation to the skin. May cause moderate irritation to the eyes. Miststaerosols may cause irritation to upper respiratory tract.

DOT hazard: Corrosive to steel Emergency Response Guide #153 Odor: Slight; Appearance: Yellow, Liquid Fire fighters should wear positive pressure self-contained breathing apparatus(full face-piece type). Proper fire-extinguishing media:

dry chemical, carbon dioxide, foam or water POTENTIAL HEALTH EFFECTS ACUTE SKIN EFFECTS:

Primary route of exposure; May cause moderate irritation to the skin.

ACUTE EYE EFFECTS:

May cause moderate irritation to the eyes.

ACUTE RESPIRATORY EFFECTS:

Mistslaerosols may cause irritation to upper respiratory tract.

INGESTION EFFECTS:

May cause gastrointestinal irritation with possible nausea, vomiting, abdominal discomfort and diarrhea.

TARGET ORGANS.

No evidence of potential chronic effects.

MEDICAL CONDITIONS AGGRAVATED:

Not known.

SYMPTOMS OF EXPOSURE:

May cause redness or itching of skin.

4 FIRST AID MEASURES SKIN CONTACT:

Wash thoroughly with soap and water. Remove contaminated clothing.

Thoroughly wash clothing before reuse. Get medical attention if irritation develops or persists.

EYE CONTACT:

Remove contact lenses. Hold eyelids apart. Immediately flush eyes with plenty of low-pressure water for at least 15 minutes. Get immediate medical attention.

INHALATION:

If nasal, throat or lung irritation develops - remove to fresh air and get medical attention.

INGESTION:

Do not feed anything by mouth to an unconscious or convulsive victim. Do not induce vomiting. Immediately contact physician.

Dilute contents of stomach using 3-4 glasses milk or water.

NOTES TO PHYSICIANS:

No special instructions 5 FIRE FIGHTING MEASURES FIRE FIGHTING INSTRUCTIONS:

Fire fighters should wear positive pressure self-contained breathing apparatus (full face-piece type).

EXTINGUISHING MEDIA:

dry chemical, carbon dioxide, foam or water HAZARDOUS DECOMPOSITION PRODUCTS:

Thermal decomposition (destructive fires) yields elemental oxides.

FLASH POINT:

> 200F > 93C P-M(CC)

MISCELLANEOUS:

Corrosive to steel UN3265;Emergency Response Guide #153 6 ACCIDENTAL RELEASE MEASURES PROTECTION AND SPILL CONTAINMENT:

Ventilate area. Use specified protective equipment. Contain and absorb on absorbent material. Place in waste disposal container.

Flush area with water. Wet area may be slippery. Spread sand/grit.

DISPOSAL INSTRUCTIONS:

Water contaminated with this product may be sent to a sanitary sewer treatment facility,in accordance with any local agreementa permitted waste treatment facility or discharged under a permit. Product as is - Incinerate or land dispose in an approved landfill.

7 HANDLING & STORAGE HANDLING:

Clean spill immediately. Wash contaminated skin promptly.

STORAGE:

Keep containers closed when not In use. Use approved containers only. Avoid high temperature storage, Store away from strong bases.

8 EXPOSURE CONTROLS / PERSONAL PROTECTION EXPOSURE LIMITS CHEMICAL NAME PHOSPHONIC ACID,(1-HYDROXYETHYLIDINE)BIS- (HEDP)

PEL (OSHA): NOT DETERMINED TLV (ACGIH): NOT DETERMINED ENGINEERING CONTROLS:

adequate ventilation PERSONAL PROTECTIVE EQUIPMENT:

Use protective equipment in accordance with 29CFR 1910 Subpart I RESPIRATORY PROTECTION:

A RESPIRATORY PROTECTION PROGRAM THAT MEETS OSHA'S 29 CFR 1910.134 AND ANSI Z88.2 REQUIREMENTS MUST BE FOLLOWED WHENEVER

WORKPLACE CONDITIONS WARRANT A RESPIRATOR'S USE.

USE AIR PURIFYING RESPIRATORS WITHIN USE LIMITATIONS ASSOCIATED WITH THE EQUIPMENT OR ELSE USE SUPPLIED AIR-RESPIRATORS.

If air-purifying respirator use is appropriate, use a respirator with dust/mist filters.

SKIN PROTECTION:

neoprene gloves- Wash off after each use. Replace as necessary.

EYE PROTECTION:

splash proof chemical goggles 9 PHYSICAL & CHEMICAL PROPERTIES Specific Grav.(70F,21 C) 1.184 Vapor Pressure (mmHG) - 18.0 Freeze Point (F) 25 Vapor Density (air=1) < 1.00 Freeze Point (C) -4 Viscosity(cps 70F,21C) 23 %Solubility(water) 100.0 Odor Slight Appearance Yellow Physical State Liquid .

Flash Point P-M(CC) > 200F > 93C pH As Is (approx.) 2.7 Evaporation Rate (Ether1) * < 1.00 NA = not applicable ND = not determined 10 STABILITY & REACTIVITY STABILITY:

Stable under normal storage conditions.

HAZARDOUS POLYMERIZATION:

Will not occur.

INCOMPATIBILITIES:

May react with strong oxidizers.

DECOMPOSITION PRODUCTS:

Thermal decomposition (destructive fires) yields elemental oxides.

INTERNAL PUMPOUTICLEANOUT CATEGORIES:

11 TOXICOLOGICAL INFORMATION Oral LD50 RAT: >2,000 mglkg NOTE - Estimated value Dermal LD50 RABBIT: >2,000 mg/kg NOTE - Estimated value Skin Irritation Score RABBIT- 0.0 Eye Irritation Score RABBIT: MODERATE NOTE - Completely reversible; estimated based on testing of similar material 12 ECOLOGICAL INFORMATION AQUATIC TOXICOLOGY Daphnia magna 48 Hour Acute Toxicity (Estimated)

LC50= 810; No Effect Level= 160 mg/L Fathead Minnow 96 Hour Acute Toxicity (Estimated)

LC50= 1660; No Effect Level= 410 mg/L BIODEGRADATION BOD-28 (mg/g): 15

BOD-5 (mglg): 5 COD (mglg): 233 TOC(mg/g): 81 13 DISPOSAL CONSIDERATIONS If this undiluted product is discarded as a waste, the US RCRA hazardous waste identification number is:

D002=Corrosive(steel).

Please be advised; however, that state and local requirements for waste disposal may be more restrictive or otherwise different from federal regulations. Consult state and local regulations regarding the proper disposal of this material.

14 TRANSPORT INFORMATION DOT HAZARD: Corrosive to steel UN / NA NUMBER: UN3265 DOT EMERGENCY RESPONSE GUIDE #: 153 15 REGULATORY INFORMATION TSCA:

All components of this product are listed in the TSCA inventory.

CERCLA ANDIOR SARA REPORTABLE QUANTITY (RQ):

No regulated constituent preserit at OSHA thresholds SARA SECTION 312 HAZARD CLASS:

lmmediate(acute)

SARA SECTION 302 CHEMICALS:

No regulated constituent present at OSHA thresholds SARA SECTION 313 CHEMICALS:

No regulated constituent present at OSHA thresholds CALIFORNIA REGULATORY INFORMATION CALIFORNIA SAFE DRINKING WATER AND TOXIC ENFORCEMENT ACT (PROPOSITION 65) CHEMICALS PRESENT:

No regulated constituent present at OSHA thresholds MICHIGAN REGULATORY INFORMATION No regulated constituent present at OSHA thresholds 16 OTHER INFORMATION NFPAIHMIS CODE TRANSLATION Health 2 Moderate Hazard Fire 1 Slight Hazard Reactivity 0 Minimal Hazard Special NONE No special Hazard (1) Protective Equipment B Goggles,Gloves (1) refer to section 8 of MSDS for additional protective equipment.

recommendations.

CHANGE LOG EFFECTIVE DATE REVISIONS TO SECTION: SUPERCEDES

MSDS status: 29-JAN-1997 ** NEVV **

I 17-JUL-1998 7 29JAN-1 997 15-MAR-2001 4.8 17-JUL-1998 16-AUG-2001 15 15-MAR-2001

FirstEnergy Nuclear Operating Company Beaver Valley Power Station NPDES Permit No. PA0025615 Permit Part C.11 Chemical Additive Information:

Lithium Hydroxide Submitted Under L-03-195 Trade Name: Lithium Hydroxide Manufacturer Information:

Fisher Scientific Chemical Division.

I Reageiit Line Fair Lawn, NJ 07410 201-796-7100 Active Ingredients:

Lithium Hydroxide CAS No. 1310-65-2 100%

Usage Rate:

< 10 lb/yr Conditioned Water Discharge Rate:

Not Normally Discharged In-System Concentration:

< 200 ppm In-System Degradition or Decomposition:

Stable under normal conditions- none expected in this application Expected Concentration at Final Outfall:

Not Detected Test Method at Outfall:

EPA 200.7 Flow Diagram Showing Addition Point and Affected Outfalls:

See attached Waste Water Flow Diagram (8700-RM-27F) 96 Hour - LC50 Bioassay Data:

See MSDS MSDS and Mammalian Toxicity Data:

MSDS is attached.

• i W I INKLITHIUM HYDROXIDEXO(

- _1 r'

l PAGE 01 OF 04

& a, J.*

XXLITHIUM HYDROXIDEXX XXLITHIUM HYDROXIDEXS XwLITHIUM HYDROXIDEXX MATERIAL SAFETY DATA SHEET .0 FISHER SCIENTIFIC EMERGENCY CONTACTS DATE 10/14/87 CHEMICAL DIVISION. GASTON L. PILLORI PO HBR: N/A .

I REAGENT LANE (201) 796-7100 ACCT, 222152-01 FAIR LAWN NJ 07410 INDEX: N/A (201) 796-7100 CAT NO, L127500 THE INFORMATION BELOW IS BELIEVED TO BE ACCURATE AND REPRESENTS THE BEST INFORMATION CURRENTLY AVAILABLE TO US. HOWEVER, WE MAKE NO WARRANTY OF MERCHANTABILITY OR ANY OTHER WARRANTY, EXPRESS OR IMPLIED, WITH RESPECT TO SUCH INFORMATION, AND WE ASSUME NO LIABILITY RESULTING FROM ITS USE. USERS SHOULD MAKE THEIR OWN INVESTIGATIONS TO DETERMINE-THE SUITABILITY OF THE INFORMATION FOR THEIR PARTICULAR PURPOSES.

SUBSTANCE IDENTIFICATION CAS-NUMBER 1310-65-2

- SUBSTANCE: XXLITHIUM HYDROXIDES TRADE NAMES/SYNONYMS:

• LITHIUM HYDRATE; L-127; L-128; ACtC12925 CHEMICAL FAMILYS INORGANIC SALT

• MOLECULAR FORMULA: LI-0-H MOL WT: 23.95 CERCLA RATINGS _

(SCALE 0-3): HEALTH=3 FIRE=O REACTIVITY-1 PERSISTENCE=0

• . COMPONENTS AND. CNTAMINANTS COMPONENT: LITHIUM HYDROXIDE PERCENT: 100

• OTHER CONTAMINANTS: NONE EXPOSURE LIMITS:

• NONE ESTABLISHED

- PHYSICAL DATA DESCRIPTION: COLORLESS OR WHITE, HYGROSCOPIC CRYSTALS OR GRANULAR, 0 FREE-FLOWING POWDER BOILING POINT: 1695 F (92q C) DEC.

- MELTING POINT: 842 F (450 C) SPECIFIC GRAVITY: 2.5 PH: 1.0 H SOL.: 14 kN

-SOLUBILITY IN WATER: 12.8X

• SOLVENT SOLUBILITY? SLIGHLTY SOLUBLE IN ALCOHOL 0

• I

NXLITHIUM HYDROXIDES PAGE 02 OF 04 FIRE AND EXPLOSION DATA FIRE AND EXPLOSION HAZARD:.

WHEN HEATED WILL EMIT CORROSIVE MIST. WILL REACT WITH METALS SUCH AS ALUMINUM, TIN,. AND ZINC TO GENERATE HYDROGEN GAS WHICH IS .A FIRE AND EXPLOSIVE HAZARD.

• FLASH POINT: NON-FLAMMABLE FIREFIGHTING MEDIA:

DRY CHEMICAL, CARBON DIOXIDE, WATER SPRAY OR FOAM D 198 EMERGENCY RESPONSE GUIDEBOOK, DOT P 5800.3).

FOR LARGER FIRES, USE WATER SPRAY, FOG OR ALCOHOL FOAM (1984 EMERGENCY RESPONSE GUIDEBOOK, DOT P 5800.3).

FIREFIGHTING*

CORROSIVE SOLID- EXTINGUISH USING AGENT SUITABLE FOR TYPE OF SURROUNDING FIRE.

MATERIAL ITSELF DOES NOT BURN READILY. USE FLOODING QUANTITIES OF WATER AS A

• FOG.

• *, . TOXICITY CARCINOGEN STATUS: NONE. LITHIUM HYDROXIDE IS CORROSIVE TO EYES, MUCOUS MEM-BRANES, RESPIRATORY TRACT, AND SKIN. LITHIUM COMPOUNDS MAY BE INJURIOUS To THE

• KIDNEYS, ESPICIALLY WITH INADEQUATE SODIUM INTAKE AND CAN CAUSE CENTRAL NER-VOUS SYSTEM DISTURBANCES. TERATOGENIC IN RATS AND IN SOME INSTANCES IN HUMANS.

• HEALTH EFFECTS AND FIRST AID INHALATION:

IRRITANT.

• ACUTE EXPOSURE- MAY CAUSE SORE THROAT, COUGHING, DYSPNEA, LABORED BREATHING, DELAYED PULMONbRY EDEMA, KIDNEY DAMAGE, MENTAL CONFUSION, BLURRED VISIOHNAND POSSIBLE PERIPHERAL NEUROPATHIES.

_ CHRONIC EXPOSURE- REPEATED OR PROLONGED EXPOSURE MAY CAUSE BRONCHIAL PNEUM-

-HIA, GASTROINTESTINAL DISTURBANCES, AND POSSIBLE KIDNEY DAMAGE WITH CENTRAL NERVOUS SYSTEM DISTURBANCES. NOTE-TERATOGENIC POTENTIAL UNDER TOXICITY.

FIRST AID- REMOVE FROM EXPOSURE AREA TO FRESH AIR IMMEDIATELY. IF BREATHING HAS STOPPED, PERFORM ARTIFICIAL RESPIRATION. KEEP PERSON WARM AND AT REST.

GET MEDICAL ATTENTION IMMEDIATELY.

• SKIN CONTACT:

IRRITANT.

- ACUTE EXPOSURE- MAY CAUSE IRRITATION, AND SOFT NECROTIC DEEPLY PENETRATING

• - BURNS OR CONTACT. PENETRATION MAY CONTINUE FOR SEVERAL DAYS.

• _0 0

• LITHIUM HYDROXIDESN PAGE 03 OF 04 X CHRONIC EXPOSURE- REPEATED OR PROLONGED EXPOSURE MAY CAUSE'DERMATITIS.

FIRST AID- REMOVE CONTAMINATED CLOTHING WHILE RUNNING STREAMS OF WATER UNDER CLOTHING. WASH AFFECTED AREA WITH SOAP OR MILD DETERGENT AND LARGE AMOUNTS 3

• OF WATER UNTIL NO EVIDENCE OF CHEMICAL REMAINS (APPR XIMATELY 15-20 MINUTES). IN CASE OF CHEMICAL BURNS, COVER AREA WITH pTERILE, DRY DRESSING. BANDAGE SECURELY, BUT NOT TOO TIGHTLY. GET MEDICAL ATTENTION.

t EYE CONTACT:.

IRRITANT.

ACUTE EXPOSURE- CONTACT WITH VAPORS AND/OR FUMES MAY CAUSE IRRITATION, REDNESS, PAIN,.BLURRED VISION, CONJUNCTIVITIS AND BURNS. DIRECT

• CONTACT MAY CAUSE CONJUNCTIVAL EDEMA AND DAMAGE AND CORNEAL AND EPISCLERAL DAMAGE OR DESTRUCTION.

CHRONIC EXPOSURE- REPEATED OR PROLONGED EXPOSURE TO VAPORS AND/OR FUMES MAY

• CAUSE CONJUNCTIVITIS AND CORNEAL BURNS.

FIRST AID- WASH EYES IMMEDIATELY WITH LARGE AMOUNTS OF WATER, OCCASIONALLY LIFTING UPPER AND LOWER LIDS, UNTIL NO EVIDENCE OF CHEMICAL REMAINS

• s (APPROXIMATELY 15-20 MINUTES). IN PRESENCE OF BURNS, APPLY STERILE BANDAGES LOOSELY WITHOUT MEDICATION. GET MEDICAL ATTENTION.

INGESTION:

CORROSIVE.

ACUTE EXPOSURE- SEVERE PAIN DUE TO RAPID CORROSIVE BURNS IN THE MOUTH, THROAT AND ABDOMEN, VOMITING, HEMATEMESIS, DIARRHEA, ANOREXIA, DIZZINESS, COLLAPSE, COMA AND DEATH ARE POSSIBLE. IF DEATH DOES NOT OCCUR IN THE

• FIRST 24 HOURS, GASTRIC OR ESOPHAGEAL .PERFORATION MAY CAUSE SEVERE ABDOMINAL PAIN, RIGIDITY, AND SUDDEN HYPOTENSION AFTER 2-4 DAYS.

ESOPHAGEAL STRICTURE MAY OCCUR LATER, EVEN AFTER SEVERAL YEARS. ESTIMATED AVERAGE FATAL DOSE: 5 GRAMS (HUMAN, ADULT). (LD50 TERMINOLOGY).

• FIRST AID- IF VICTM .IS CONSCIOUS. GIVE HIM LARGE QUANTITIES OF WATER IMEDIATELY TO DILUTE THE ALKALI. DO NOT INDUCE VOMITING. THIS'MAY BE FOLLOWED WITH DILUTE VINEGAR OR CITRUS JUICE; GET MEDICAL ATTENTION IMMEDIATELY.

FIRST AID- IF VICTIM IS. CONSCIOUS, GIVE LARGE QUANTITIES OF WATER IMMEDIATELY TO DILUTE THE ALKALI. DO NOT INDUCE VOMITING. GET MEDICAL ATTENTION

• IMMEDIATELY.

REACTIVITY

• REACTIVITY:

EXOTHERMIC REACTION WITH WATER. IT GENERATES CONSIDERABLE HEAT AND FORMS

-CORROSIVE FUMES.

• INCOMPATIBILITIESI

• ACIDS: VIOLENT REACTION.

ACROLEIH: MAY CAUSE VIOLENT POLYMERIZATION/

MANY METALS (E.G. ALUMINUM AND ZINC)' CORROSIVE REACTION RELEASING FLAMMABLE S HYDROGEN GAS.

• 'DECOMPOSITION:

NONE HAZARDOUS.

I

E (C

( 6 3../7 NXLITHIUM HYDROXIDESN PAGE 04 OF 04 0 A&

W POLYMERIZATION. 3 .9/7 NONE KNOWN.

K

1. xmM##wxmxmxXHHNHN NM XXMN N NXNNEKWNxxxxxxxxxxMNx X X xw#Xx NKx#XMK1 SPILL.AND LEAK PROCEDURES 0 OCCUPATIONAL SPILL:

DO NOT TOUCH SPILLED MATERIAL. STOP LEAK IF YOU CAN DO IT WITHOUT RISK. FOR

• SMALL SPILLS, TAKE UP WITH SAND OR OTHER ABSORBENT MATERIAL AND PLACE INTO .0 CONTAINERS FOR LATER DISPOSAL. FOR SMALL DRY SPILLS, WITH CLEAN SHOVEL PLACE MATERIAL INTO CLEAN, DRY CONTAINER AND COVER. MOVE CONTAINERS FROM SPILL AREA. FOR LARGER SPILLS, DIKE FAR AHEAD OF SPILL FOR LATER DISPOSAL. KEEP UNNECESSARY PEOPLE AWAY. ISOLATE HAZARD AREA AND DENY ENTRY.

• PROTECTIVE EQUIPMENT VENTILATION:

PROCESS ENCLOSURE, LOCAL EXHAUST, .OR GENERAL DILUTION VENTILATION SYSTEM.

• RESPIRATOR:

HIGH LEVELS- HIGH-EFFICIEHCY PARTICULATE RESPIRATOR WITH A FULL FACEPIECE.

SUPPLIED-AIR RESPIRATOR WITH A FULL FACEPIECE, HELMET, OR HOOD.

, SELF-CONTAINED BREATHING APPARATUS WITH A FULL FACEPIECE.

FIRE FIGHTING- SELF-CONTAINED BREATHING APPARATUS WITH A FULL FACEPIECE, OPERATED IN PRESSURE-DEMAND OR OTHER POSITIVE PRESSURE MODE.

• CLOTHING:

EMPLOYEE MUST WEAR APPROPRIATE PROTECTIVE (IMPERVIOUS) CLOTHING AND EQUIPMENT TO PREVENT ANY POSSIBILITY OF SKIN CONTACT WITH THIS SUBSTANCE.

• GLOVES:

EMPLOYEE MUST WEAR APPROPRIATE PROTECTIVE GLOVES TO PREVENT CONTACT WITH-THIS SUBSTANCE.

0*-

EYE PROTECtION:

EMPLOYEE MUST WEAR SPLASH-PROOF OR DUST-RESISTANT SAFETY GOGGLES AND A

• FACESHIELD TO PREVENT CONTACT WITH THIS SUBSTANCE.

WHERE THERE IS ANY POSSIBILITY THAT AN EMPLOYEE'S EYES MAY BE EXPOSED TO THIS SUBSTANCE, THE EMPLOYER SHALL PROVIDE AN EYE-WASH FOUNTAIN WITHIN THE

• IMMEDIATE WORK AREA FOR EMERGENCY USE.

- AUTHORIZED - FISHER SCIENTIFIC GROUP, INC.

I CREATION DATE: 02/20/85 REVISION DATE: 04/26/85

-ADDITIONAL INFORMATION-THE INFORMATION BELOW IS BELIEVED TO BE ACCURATE AND REPRESEHTS THE BEST

_* INFORMATION CURRENTLY AVAILABLE TD US. HOWEVER, WE MAKE NO WARRANTY OF MERCHANTABILITY OR ANY OTHER WARRANTY, EXPRESS OR IMPLIED, WITH RESPECT TO SUCH INFORMATION, AND WE ASSUME NO LIABILITY RESULTING FROM ITS USE. USERS

-SHOULD MAKE THEIR OWN INVESTIGATIONS TO DETERMINE THE SUITABILITY OF THE

• INFORMATION FOR THEIR PARTICULAR PURPOSES; 0

I~.

FirstEnergy Nuclear Operating Company Beaver Valley Power Station NPDES Permit No. PA0025615 Permit Part C.11 Chemical Additive Information:

Potassium Hydroxide Submitted Under 1,03-195 Trade Name: Potassium Hydroxide Manufacturer Information:

Fisher Scientific Chemical Division.

I Reagent Lane Fair Lawn, NJ 07410 201-796-7100 Active Ingredients:

Potassium Hydroxide CAS No. 1310-56-3 100%

Usage Rate:

< 5 lb/yr Conditioned Water Discharge Rate:

Not Normally Discharged In-System Concentration:

As necessary to maintain pH In-System Degradation or Decomposition:

Stable under normal conditions- none expected in this application Expected Concentration at Final Outfall:

Not Detected Test Method at Outfall:

EPA 200.7 Flow Diagram Showing Addition Point and Affected Outfalls:

See attached Waste Water Flow Diagram (8700-RM-27F) 96 Hour-LC50 Bioassay Data:

See MSDS MSDS and Mammalian Toxicity Data:

MSDS is attached.

.mPOTASSIUM HYDROXIDE, SOLIDL X PAGE 01 OF 05

( I1 .

• M XXPOTASSIUM HYDROXIDE, SOLIDXY XXPOTASSIUM HYDROXIDE, SOLIDXX XXPOTASSIUM HYDROXIDE, SOLIDXX

-Ax

• MATERIAL SAFETY DATA SHEET .

FISHER SCIENTIFIC EMERGENCY CONTACTS DATE: . 02/01/86

• CHEMICAL DIVISION 1 REAGENT LANE*

GASTON L. PILLORI (201) 796-7100 PO NBR:

ACCT:

N/A 222152-11 S FAIR LAWN NJ 07410 INDEX! 01-8602-90420 (201) 796-7100 CAT NO: P250500 THE INFORMATION BELOW IS BELIEVED TO BE ACCURATE AND REPRESENTS THE BEST 0 INFORMATION CURRENTLY AVAILABLE TO US. HOWEVER, WE MAKE NO WARRANTY OF MERCHANTABILITY OR ANY OTHER WARRANTY, EXPRESS OR IMPLIED, WITH.RESPECT TO

• SUCH INFORMATION, AND WE ASSUME NO LIABILITY RESULTING FROM ITS USE. USERS SHOULD MAKE THEIR OWN INVESTIGATIONS TO DETERMINE THE SUITABILITY OF THE INFORMATION FOR THEIR PARTICULAR PURPOSES.

SUBSTANCE IDENTIFICATION 0

- a. CAS-NUMBER

• ' t' 1'310-58-3

• SUBSTANCE: XPOTASSIUM HYDROXIDE, SOLIDNI' S TRADE NAMES/SY4ONYMS: CAUSTIC POTASH; POTASSA; POTASSIUM HYDRATE; CAUSTIC LYE; LYE; POTASSIUM NYDROXIDE.DIMER; UN 1813; P-250; P-251; P-246 CHEMICAL FAMILY: 0 INORGANIC BASE.

• MOLECULAR FORMULA: K-O-H MOL WT: 56.11 CERCLA RATINGS (SCALE 0-3): HEALTH=3 FIRE-o REACTIVITY-1 PERSISTENCE=O

• t COMPONENTS AND CONTAMINANTS .

PERCENT: >85 COMPONENT: POTASSIUM HYDROXIDE

• PERCENT: <15 COMPONENT: WATER PERCENT: <1 COMPONENT: POTASSIUM CARBONATE EXPOSURE LIMITS: .

2 MG/M3 ACGIN CEILING PHYSICAL DATA

• DESCRIPTION: HYGROSCOPIC,.ODORLESS, WHITE PELLETS OR FLAKES.

BOILING POINT: 2408 F (1320.C) MELTING POINT: 681 F (360 C)

• SPECIFIC GRAVITY: 2.0 VAPOR PRESSURE: 1 MMHG 2 715 C PH: 0.1 M SOLUTION 13.5 SOLUBILITY IN WATER: 107X 1.

.OLVENT

-XPOTASSIUM (OLUBILTY: HYDROXIDE, SOLIODX PAGE 02 OF 05 SOLVENT SOLUBILITY: ALCOHOL. GLYCERINE

• . . S FIRE AND EXPLOSION DATA FIRE AND EXPLOSION HAZARD:

NEGLIGIBLE FIRE AND EXPLOSION HAZARD WHEN EXPOSED TO HEAT OR FLAME.

• EXOTHERMIC REACTION WITH WATER MAY RELEASE ENOUGH HEAT TO IGNITE COMBUSTIBLE MATERIALS.

FLASH POINT: NON-COMBUSTIBLE FIREFIGHTING MEDIA:

DRY CHEMICAL, CARBON DIOXIDE, WATER SPRAY OR FOAM

• (1984 EMERGENCY RESPONSE GUIDEBOOK, DOT P 5800.3).

FOR LARGER FIRES; USE WATER SPRAY, FOG OR ALCOHOL FOAM (1984 EMERGENCY RESPONSE GUIDEBOOK, DOT P 5800.3).

• FIREF16HTING, MOVE CONTAINERS FROM FIRE AREA IF POSSIBLE. COOL CONTAINERS EXPOSED TO FLAMES

'WITH WATER FROM SIDE UNTIL WELL AFTER FIRE IS OUT (1984 EMERGENCY RESPONSE X GUIDEBOOK, DOT P 5800.3).

EXTINGUISH USING AGENTSi UITABLE FOR TYPE OF SURROUNDING .FIRE. USE FLOODING AMOUNTS OF WATER AS FOG, APPLY FROM AS FAR A DISTANCE AS POSSIBLE (BUREAU OF

• EXPLOSIVES, EMERGENCY HANDLING OF HAZARDOUS MATERIALS IN SURFACE TRANSPORTATION, 1981).

• TOXICITY 5 5 MG/24 HOURS SKIN-RABBIT MODERATE IRRITATION; 1 MG/24 HOURS EYE-RABBIT MODERATE IRRITATION; CARCINOGEN STATUS: NONE.

I POTASSIUM HYDROXIDE IS A SEVERE EYE, MUCOUS MEMBRANE, AND SKIN IRRITANT.

HEALTH EFFECTS AND FIRST AID INHALATION:

IRRITANT.

ACUTE EXPOSURE- MAY CAUSE IRRITATION, SORE THROAT, COUGHING, DYSPHEA, PULMONARY EDEMA.

• CHRONIC EXPOSURE- REPEATED OR PROLONGED EXPOSURE MAY CAUSE BRONCHIAL IRRIT-

- ATION' OUGHING, BRONCHIAL PNEUMONIA, AND GASTROINTESTINAL DISTURBANCES.

• FIRST AID- REMOVE FROM EXPOSURE AREA TO FRESH AIR IMMEDIATELY. IF BREATHING HAS STOPPED, GIVE ARTIFICIAL RESPIRATION. KEEP AFFECTED PERSON WARM AND AT REST. GET'MEDICAL ATTENTION;

• SKIN CONTACT:

IRRITANT.-

- ACUTE EXPOSURE- MAY CAUSE. IRRITATION, AND SOFT NECROTIC DEEPLY PENETRATING BURNS OR CONTACT. PENETRATION MAY CONTINUE FOR SEVERAL DAYS.

• , n.0 0.

I~~~~~~

0*A

. -POTASS'IUMHYDROXIDE, SOLIDLX PAGE 03 Of 05 CHRONIC EXPOSURE- REPEATED OR PROLONGED EXPOSURE MAY CAUSE DERMATITIS.

FIRST AID- REMOVE CONTAMINATED CLOTHING WHILE RUNNING STREAMS OF WATER UNDER CLOTHING. WASH AFFECTED AREA WITH SOAP OR MILD DETERGENT AND LARGE AMOUNTS OF WATER UNTIL NO EVIDENCE OF CHEMICAL REMAINS (APPRoxIMATELI 15-20

• MINUTES). IN CASE OF CHEMICAL BURNS, COVER AREA WITH STERILE, 'RY DRESSING. BANDAGE SECURELY, BUT NOT TOO TIGHTLY. GET MEDICAL ATTENTION.

5 EYE CONTACT:

• IRRITANT.

ACUTE EXPOSURE- CONTACT WITH VAPORS AND/OR FUMES MAY CAUSE IRRITATION, RED-NESS, PAIH, BLURRED VISION, CONJUCTIVITIS AND BURNS. DIRECT CONTACT MAY CAUSEicoHJUNCTIVAL EDEMA AND DAMAGE AND CORNEAL AND EPISCLERAL DAMAGE OR

• DESTR TION. 5 CHRONIC EXPOSURE- REPEATED OR PROLONGED EXPOSURE TO VAPORS AND/OR FUMES MAY CAUSE CONJUCTIVITIS AND CORNEAL BURNS.

• FIRST AID- WASH EYES IMMEDIATELY WITH LARGE AMOUNTS\OF WATER, OCCASIONALLY LIFTING UPPER AND LOWER LIDS, UNTIL NO EVIDENCE 0FCHEMICAL REMAINS (APPROXIMATELY 15-20 MINUTES).. IN PRESENCE OF BURNS. APPLY STERILE

• BANDAGES LOOSELY WITHOUT MEDICATION. GET MEDICAL ATTENTION. .

INGESTIONi IRRITANT.

• ACUTE EXPOSURE- SEVERE PAIN IN THE MOUTH, THROAT, AND ABDOMEN, VOMITING, HEMATEMESIS, DIARRHEA, ANOREXIA, DIZZINESS, COLLAPSE, COMA, AND DEATH ARE POSSIBLE. IF DEATH DOES NOT OCCUR IN THE FIRST 24 HOURS, GASTRIC OR ESOPHAGEAL PERFORATION MAY CAUSE SEVERE.

ABDOMINAL PAIN, RIGIDITY, AND SUDDEN HYPOTENSION AFTER 2-4 DAYS. ESOPHAGEAL STRICTURE MAY OCCUR LATER, EVEN AFTER SEVERAL YEARS.

• FIRST AID- IF VICTIM IS CONSCIOUS, GIVE HIM LARGE QUANTITIES OF WATER IMMEDIATELY TO DILUTE THE ALKALI. DO NOT INDUCE VOMITING. GET MEDICAL ATTENTION IMMEDIATELY.

REACTIVITY REACTIVITY.:

- EXOTHERMIC REACTION WITH WATER. IT GENERATES CONSIDERABLE HEAT AND FORMS CORROSIVE' FUMES. .

INCOMPATIBILITIES:

POTASSIUM HYDROXIDE NITRIC TRICHLORIDES EXPLOSIVE REACTION.

-PHOSPHORPS: EXPLOSIVE REACTION.

CHLORINE EXPLOSIVE REACTION.

i N-METHYL- -NITROSOUREA AND METHYLENE CHLORIDE! EXPLOSIVE REACTION.

N-NITROSOMETHYLENE: EXPLOSIVE REACTION.

NITROBENZENE: EXPLOSIVE REACTION ON HEATING.

MALEIC ANHYDRIDE:- EXPLOSIVE REACTION.

• TETRAHYDROFURAN: POSSIBLE EXPLOSIVE REACTION.

CHLORINE DIOXIDE: POSSIBLE EXPLOSIVE REACTION.

-ACROLEIN: VIOLENT POLYMERIZATION.

ACRYLONITRILE: VIOLENT POLYMERIZATION.

• CHLOROFORM AND METHANOL: INTENSE EXOTHERMIC REACTION. X

.0 0

XoPDTASSIUM HYDROXIDE, SOLIDxx PAGE 0 OF 05 BENZOYL CHLORIDE AND SODIUM AZIDES VIOLENT EXOTHERMIC REACTION.

• O-NITROPHENOL (MOLTEN)! VIOLENT REACTION.

POTASSIUM PEROXODI5ULFATE: IGNITION REACTION.

POTASSIUM PERSULFATE AND WATER' IGHITION REACTION.

2,2,3,3-TETRAFLUOROPROPANOL: IGNITION REACTION.

• HYPOHITROUS ACID! IGNITION REACTION.

TETRACHLOROETHANE: IGNITION ON HEATING.

THORIUM CARBIDE' INCANDESCENT REACTION ON HEATING.

AMMONIUM HEXACHLOROPLATINATES FORMATION OF EXPLOSIVE PRODUCT.

• 1,2-DICHLOROETHYLENE: FORMATION OF EXPLOSIVE PRODUCT.

NITROPARAFFINS (NITROETHANE; NITROMETHANE)' FORMATION OF EXPLOSIVE PRODUCT.

NITROALKANES: FORMATION OF. EXPLOSIVE PRODUCT.

CALCIUM CARBIDE AND CHLORINE: FORMATION OF EXPLOSIVE PRODUCT.

• 2,4,6-TRINITROTOLUENE AND METHANOL: FORMATION OF EXPLOSIVE PRODUCT.

TRICHLOROETHYLENE: FORMATION OF EXPLOSIVE PRODUCT ON HEATING.

TETRACHLOROETHANE: FORMATION OF FLAMMABLE PRODUCT.

ACIDS: REACTS VIOLENTLY,

• METALS: CORROSIVE REACTION WITH FORMATION OF FLAMMABLE HYDROGEN GAS.

GERMANIUM: INCANDESCENT REACTION.

DECOMPOSITION:

THERMAL OR CHEMICAL DECOMPOSITION MAY RELEASE TOXIC FUMES OF POTASSIUM OXIDE

- WHICH CAN REACT WITH WATER OR STEAM TO PRODUCE HEAT. /

POLYMERIZATION?

• NOT KNOWN TO OCCUR.

xKKNxx WWEKNmM NEN#####WEKN######d##NWKMNxxWENNMW WNENNKMKKKKKKWEKHKxMxxxKxx K CONDITIONS TO AVOID MAY BURN BUT DOES NOT. IGNITE READILY. FLAMMABLE, POISONOUS GASES MAY ACCUMULATE IN TANKS AND HOPPER CARS. MAY IGNITE COMBUSTIBLES (WOOD, PAPER, OIL, ETC.).

0 EE NNxxNNMWN####x KW NNMMKE#######XWxxxxxxxxXMMMNxxxMNNNKKWNXX####

SPILL AND LEAK PROCEDURES

• SOIL SPILL!

DIG A HOLDING AREA SUCH AS A PIT, POND OR LAGOON TO CONTAIN SPILL AND DIKE SURFACE FLOW USING BARRIER OF SOIL, SANDBAGS, FOAMED POLYURETHANE OR FOAMED CONCRETE. ABSORB LIQUID MASS'WITH FLY ASH OR CEMENT POWDER.

ADD DILUTE ACID TO NEUTRALIZE.

AIR SPILL:

• APPLY 'WATER SPRAY TO KNOCK DOWN AND REDUCE VAPORS. KNOCK-DOWN WATER IS COR-ROSIVE AND TOXIC AND SHOULD BE DIKED FOR CONTAINMENT.

WATER SPILLI

• NEUTRALIZE WITH DILUTE ACID OR REMOVEABLE STRONG ACID.

OCCUPATIONAL SPILL:

DO NOT TOUCH SPILLED MATERIAL. STOP LEAK IF YOU CAN D0 IT WITHOUT RISK. FOR

• SMALL SPILLS, TAKE UP WITH SAND OR OTHER ABSORBENT MATERIAL AND PLACE INTO GLASS OR PLASTIC CONTAINERS FOR LATER DISPOSAL. FOR SMALL DRY SPILLS, JITH

-CLEAN SHOVEL PLACE MATERIAL INTO CLEAN, DRY GLASS OR PLASTIC CONTAINER MND COVER. MOVE CONTAINERS FROM SPILL AREA. FOR LARGER SPILLS, DIKE FAR AH ED OF

• SPILL FOR LATER DISPOSAL. KEEP UNNECESSARY PEOPLE AWAY. ISOLATE HAZARD AREA

11'3c5 .

-NPOTASSIUM HYDROXIDE, SOLIDX ( PAGE 05 OF 05 AND DENY ENTRY.

PROTECTIVE EQUIPMENT VENTILATION:

PROVIDE LOCAL EXHAUST VENTILATION SYSTEM TO MEET PERMISSIBLE EXPOSURE LIMITS.

a RESPIRATOR:

2000 MG/M3- SUPPLIED-AIR RESPIRATOR WITH A FULL FACEPIECE, HELMET, OR HOOD.

SELF-CONTAINED BREATHING APPARATUS WITH A FULL FACEPIECE.

- FIRE FIGHTING- SELF-CONTAINED BREATHING APPARATUS WITH A FULL FACEPIECE, OPER-ATED IN PRESSURE-DEMAND OR OTHER POSITIVE PRESSURE MODE.

CLOTHING:

EMPLOYEE MUST WEAR APPROPRIATE PROTECTIVE CLOTHING AND EQUIPMENT TO PREVENT ANY POSSIBILITY OF SKIN CONTACT WITH THIS SUBSTANCE.

GLOVES:

EMPLOYEE MUST WEAR APPROPRIATE PROTECTIVE GLOVES TO PREVENT CONTACT WITH THIS .

SUBSTANCE.

EYE PROTECTION:

EMPLOYEE MUST WEAR SPLASH-PROOF OR DUST-RESISTANT SAFETY GOGGLES AND A .

FACESHIELD TO PREVENT CONTACT WITH THIS SUBSTANCE.

WHERE THERE IS ANY POSSIBILITY THAT AN EMPLOYEE'S EYES MAY BE EXPOSED TO THIS SUBSTANCE, THE EMPLOYER SHALL PROVIDE AN EYE-WASH FOUNTAIN WITHIN THE IMMEDIATE WORK AREA FOR EMERGENCY USE.

AUTHORIZED - ALLIED FISHER SCIENTIFIC 0 CREATION DATE: 02/27/85 REVISION DATE:'04/2685

-ADDITIONAL INFORMATION-THE INFORMATION BELOW IS BELIEVED TO BE ACCURATE AND REPRESENTS THE BEST 0

INFORMATION CURRENTLY AVAILABLE TO US. HOWEVER, WE MAKE NO WARRANTY OF MERCHANTABILITY OR ANY OTHER WARRANTY, EXPRESS OR IMPLIED, WITH RESPECT TO

• SUCH INFORMATION, AND WE ASSUME NO LIABILITY RESULTING FROM ITS USE. USERS SHOULD MAKE THEIR OWN INVESTIGATIONS TO DETERMINE THE SUITABILITY OF THE INFORMATION FOR THEIR PARTICULAR PURPOSES.

0 I'

FirstEnergy Nuclear Operating Company Beaver Valley Power Station NPDES Permit No. PA0025615 Permit Part C.11 Chemical Additive Information:

Powerline 3627 for Fire Protection Headers Submitted Under 1,03-195 Trade Name: Powerline 3627 Manufacturer Information:

Betz

Dearborn,

Inc.

4636 Somerton Road Trevose,'PA 19053 215-355-3300 Active Ingredients:

Alkyl Dimethyl Benzyl Ammonium Chloride; CAS # 68391-01-5 Usage Rate:

200 pounds/day Conditioned Water Discharge Rate:

200 gpm In-System Concentration:

30.0 mg/l In-System Degradation or Decomposition:

See attached MSDS Expected Concentration at Final Outfall:

Not Detected - each treatment will include detoxification.

Test Method at Outfall:

Methyl orange complexation (approved by the Department)

Flow Diagram Showing Addition Point and Affected Outfalls:

See included Waste Water Flow Diagram (8700-RM-27F) 96 Hour - LC5 Bioassay Data:

See MSDS MSDS and Mammalian Toxicity Data:

MSDS is attached.

BETZ MATERIAL [39T 6 SAFETY DATA SHEET

'FFECTIVE DATE: 14-FEB-i996 Al J EXIJTED DATE: 02-APR-1996

1) CHEMICAL PRODUCT AND COMPANY IDENTIFICATION PRODUCT NAME: POWERLINE 3627 PRODUCT APPLICATION AREA: BIOCIDE COMPANY ADDRESS:

Betz Laboratories, Inc.

4836 Somerton Road, Trevose, Pa. 19053 Information phone number: (215) - 355-3300 EMERGENCY TELEPHONE (HEALTHIACCIDENT): (800)-877-1940 (USA)

2) COMPOSITION I INFORMATION ON INGREDIENTS Information for specific product ingredients as required by the U.S. OSHA HAZARD COMMUNICATION STANDARD is listed. Refer to additional sections of this MSDS for our assessment of the potential hazards of this formulation.

-IRJAZARDOUS INGREDIENTS:

CAS# CHEMICAL NAME 68391-01-5 (C12-18)ALKYL DIMETHYL BENZYL AMONIUM CHLORIDE Corrosive No component is considered to be a carcinogen by the National Toxicology Program, the International Agency for Research on Cancer, or the Occupational Safety and Health Administraton at OSHA thresholds for carcinogens.

EFFECTIVE DATE: 14-FEB- 996

3) HAZARDS IDENTIFICATION EMERGENCY OVERVIEW DANGER Corrosive to skin. Corrosive to the eyes. Vapors, gases, mists andlor aerosols cause irritation to the upper respiratory tract.

DOT hazard: Corrosive to skin Emergency Response Guide #60 Odor: Mild; Appearance: Colorless To Yellow, Liquid Fire fighters should wear positive pressure sel-contained breathing apparatus(full face-piece type). Proper fire-extinguishing media:

dry chemical, carbon dioxide, foam or water POTENTIAL HEALTH EFFECTS ACUTE SKIN EFFECTS:

Corrosive to skin. V' ACUTE EYE EFFECTS:

• Corrosive to the eyes.

.ACUTE RESPIRATORY EFFECTS:

Vapors, gases, mists and/or aerosols cause irritation to the upper respiratory tract.

INGESTION EFFECTS:

May cause severe Irritation or burning of mouth, throat, and gastrointestinal tract with severe chest and abdominal pain,--

nausea, vomiting, diarrhea, lethargy and collapse. Possible death when ingested in very large doses.

TARGET ORGANS:

Prolonged or repeated exposures may cause primary irritant dermatitis.

MEDICAL CONDITIONS AGGRAVATED:

Not known.

SYMPTOMS OF EXPOSURE:

Inhalation of vapors/mists/aerosols may cause eye, nose, throat and/

lung irritation. Skin contact may cause severe irritation or bums.

.,~

PRODUCT NAME: POWERLINE 3627 EFFECTIVE DATE: 14-FEB-1996 8 FIRST AID MEASURES K>

(IN CONTACT:

Remove clothing. Wash area with large amounts of soap solution or water for 15 min. Immediately contact physician.

EYE CONTACT: k Immediately flush eyes with water for 15 minutes.Jmediately

,,contact a physician for additional treatment.

r'INHALATION:

Remove victim from contaminated area. Apply necessary first aid treatment. Immediately contact a physician.

INGESTION:

Do not feed anything by mouth to an unconscious or convulsive victim. Do not induce vomiting. Immediately contact physician.

Dilute contents of stomach using 34 glasses milk or water.

5) FIRE FIGHTING MEASURES FIRE FIGHTING INSTRUCTIONS:

Fire fighters should wear positive pressure self-contained breathing apparatus (full face-piece type).

EXTINGUISHING MEDIA:

dry chemical, carbon dioxide, foam or water

-HAZARDOUS DECOMPOSITION PRODUCTS:

rhermal decomposition (destructive fires) yields elemental oxides. -

K7LASH POINT:

200F P-M(CC) a/

MISCELLANEOUS:

Corrosive to skin UN1 903;Emergency Response Guide #60

6) ACCIDENTAL RELEASE MEASURES PROTECTION AND SPILL CONTAINMENT:

Ventilate area. Use specified protective equipment. Contain and absorb on absorbent material. Place in waste disposal container.

Flush area with water. Wet area may be slippery. Spread sand/grit. l DISPOSAL INSTRUCTIONS:

Water contaminated with this product may be sent to a sanitary sewer treatment facilityin accordance with any local agreements permitted waste treatment facility or discharged under a permit. Product as'is - Dispose of in approved pesticide facility or according to label instructions.

)

PRODUCT NAME: POWERLINE 3627 EFFECTIVE DATE: 14-FEB-1996 HANDLING AND STORAGE

• IANDUNG:

Corrosive to skin. Corrosive to eyes.

STORAGE:

Keep containers closed when not in use. Protect from freezing. If frozen, thaw and mix completely prior to use. Atmospheric exposure should be minimized. Use approved containers only. /

8) EXPOSURE CONTROLSIPERSONAL PROTECTION EXPOSURE LIMITS CHEMICAL NAME (Cl 2-1 8)ALKYL DIMETHYL BENZYL AMMONIUM CHLORIDE PEL (OSHA): NOT DETERMINED TLV (ACGIH): NOT DETERMINED ENGINEERING CONTROLS:'

adequate ventilation PERSONAL PROTECTIVE EQUIPMENT:

Use protective equipment In accordance with 29CFR 1910 Subpart I RESPIRATORY PROTECTION:

A RESPIRATORY PROTECTION PROGRAM THAT MEETS OSHA'S 29 CFR l u 1910.134 AND ANSI Z88.2 REQUIREMENTS MUST BE FOLLOWED WHENEVER WORKPLACE CONDITIONS WARRANT A RESPIRATOR'S USE.

USE AIR PURIFYING RESPIRATORS WITHIN USE LIMITATiONS ASSOCIATED WITH THE EQUIPMENT OR ELSE USE SUPPLIED AIR-RESPIRATORS.

ea'air-purifying respirator use Is appropriate, use a /

respirator with organic vaporlacid gas cartridges and dust/mist prefilters.

SKIN PROTECTION:

gauntlet-type rubber gloves. chemical resistant apro- Wash off after each use. Replace as necessary.

EYE PROTECTION: /

7 splash proof chemical goggles, face shield

396 37, PRODUCT NAME: POWERUNE 3627 EFFECTIVE DATE: 14-FEB-1996

. PHYSICAL AND CHEMICAL PROPERTIES lcific Grav. (70F) 0.981 / Vapor Pressure (mnmHG) - 24.0 /

Weeze Point (F) 18.00 Vapor Density (air-1) < 1. 00 Viscosity (cps 70F) 14017  % Solubility (water) 100.0/

Odor Mild V Appearance Colorless To Yellow Physical State Liquid /

Flash Point (F) 200 P-M(CC) pH As Is (approx.) 7.51 Evaporation Rate (Ethern1) < 1.o00 NA = not applicable ND = not determined

10) STABILITY AND REACTIVITY STABIUTY:

Stable under normal storage conditions.

HAZARDOUS POLYMERIZATION:

Will not occur. J INCOMPATIBILITIES:

May react with strong oidizers. J

>iCOMPOSITION PRODUCTS:

Qj~rhermal decomposition (destructive fires) yields elemental oxides.

BETZ INTERNAL PLMPOUTICLEANOUT CATEGORIES:

bBU

11) TOXICOLOGICAL INFORMATION Oral LD50 RAT: 735 mg/kg Dermal LD50 RABBIT: >3,350 mg/kg Skin Irritation Score RABBIT: CORROSIVE Eye Iiritation Score RABBIT: CORROSIVE.

12) ECOLOGICAL INFORMATION AQUATIC TOXICOLOGY No Data Available.

BIODEGRADATION No Data Available.

PRODUCT NAME: POWERLINE 3627 G396 EFFECTIVE DATE: 14-FEB-1996

^3) DISPOSAL CONSIDERATIONS

• If this undiluted product is discarded as a waste, the US RCRA hazardous waste identification number is:

Not applicable.

Please be advised; however, that state and local requirements for waste disposal may be more restrictive or otherwise different from federal regulations. Consult state and local regulations regarding the proper disposal of this material.

14) TRANSPORT INFORMATION DOT HAZARD: Corrosive to skin UN / NA NUMBER: UN1903 DOT EMERGENCY RESPONSE GUIDE #: 60

15) REGULATORY INFORMATION TSCA:

This is an EPA registered biocide and is exempt from TSCA inventory requirements.

CERCLA ANDlOR SARA REPORTABLE QUANTITY (RQ):

No regulated constituent present at OSHA thresholds JTR RA REGISTRATION NUMBER:

10324-21-3876 SARA SECTION 312 HAZARD CLASS:

Immediate (acute) ;Delayed (Chronic)

SARA SECTION 302 CHEMICALS:

No regulated constituent present at OSHA thresholds SARA SECTION 313 CHEMICALS:

No regulated constituent present at OSHA thresholds CALIFORNIA REGULATORY INFORMATION CALIFORNIA SAFE DRINKING WATER AND TOXIC ENFORCEMENT ACT (PROPOSITION 65) CHEMICALS PRESENT:

No regulated constituent present at OSHA thresholds MICHIGAN REGULATORY INFORMATION No regulated constituent present at OSHA thresholds

3627 PRODUCT NAME POWERUNE PRODUCT NAME: POWERUNE 3627 EFFECTIVE DATE: 14-FEB-1996 K)J OTHER INFORMATION

• NFPAIHMIS CODE TRANSLATION

• Health 3 Serious Hazard Fire 1 Slight Hazard Reactivity 0 Minimal Hazard Special NONE No special Hazard (1) Protective Equipment D Goggles, Face Shield,Gloves,Apron (1) refer to secton 8 of MSDS for addffonal protective equipment recommendations.

CHANGE LOG EFFECTIVE DATE REVISIONS TO SECTION: SUPERCEDES MSDS status: 14-FEB-1996 ** NEW

• 0

FirstEnergy Nuclear Operating Company Beaver Valley Power Station NPDES Permit No. PA0025615 Permit Part C.11 Chemical Additive Information:

Sodium Tetraborate Submitted Under L-03-195 Trade Name: Sodium Tetraborate Manufacturer Information:

Fisher Scientific Chemical Division.

I Reagent Lane Fair Lawn, NJ 07410 201-796-7100 Active Ingredients:

Sodium Borate, Tetra CAS No. 1303-964 100%

Usage Rate:

< 10 lb/yr Conditioned Water Discharge Rate:

Not Normally Discharged In-System Concentration:

As necessary to maintain pH In-System Degradation or Decomposition:

Stable under normal conditions- none expected in this application Expected Concentration at Final Outfall:

Not Detected Test Method at Outfall:

EPA 200.7 Flow Diagram ShoiAing Addition Point and Affected Outfalls:

See attached Waste Water Flow Diagram (8700-RM-27F) 96 Hour - LC50 Bioassay Data:

See MSDS MSDS and Mammalian Toxicity Data:

MSDS is attached.

~

" 't*; ~ *.:e+, ~ 7~..  : .. -, ' ', .. .:L 69003014-1

. . j;.

. *- ' ..... 4--

~- s _ -, ~ *_- X  % *_ ..

• xSODIUM BORATETETRAWN PAGE 01 OF 04 NKSODIUM BORATETETRANM RECEIVED XKSODIUM BORATEtTETRANK NNSODIUM BORATETETRANx FEB 2 41992 MATERIAL C

SAFETY DATA SHEET

- M;NC CONTROL FISHER SCIENTIFIC EMERGENCY CONTACTS DATE 10/28/87 CHEMICAL DIVISION GASTON L. PILLORI. PO NBRJ N/A 1 REAGENT LANE C201) 796-7100 ACCT: 151046-08 FAIR LAWN NJ 07410 INDEX: 13862580076 C201) 796-7100 CAT NO: 5248500 THE INFORMATION BELOW IS BELIEVED TO BE ACCURATE AND REPRESENTS ThE BEST INFORMATION CURRENTLY AVAILABLE TO US. HOWEVER, NE MAKE NO WARRANTY OF MERCHANTABILITY OR ANY OTHER WARRANTY. EXPRESS OR IMPLIED, WITH RESPECT TO SUCH INFORMATION, AND WE ASSUME NO LIABILITY RESULTING FROM ITS USE. USERS SHOULD hAKE THEIR OWN INVESTIGATIONS TO DETERMINE THE SUITABILITY OF THE INFORMATION FOR THEIR PARTICULAR PURPOSES.

SUBSTANCE IDENTIFICATION CAS-NUMBER 1303-96-4 SUBSTANCES **SODIUM BORATETETRAWN TRADE NAMES/SYNONYMS:

I BORAX; SODIUM DIBORATE; SODIUMTETRABORATE; BORAX DECAHYDRATE; BORICIN; ANTIPYONIN; NEOBOR; 80RASCU; GERTLEY BORATE; POLYBOR; SODIUM BIBORATE;

\ POLYBOR; SODIUM METABORATE; SODIUM BORATE; S-249; S-249; 5-252; ACC21010 CHEMICAL FAMILY:

INORGANIC SALT MOLECULAR FORMULA: NA2-B4-O7.10H2-O MOL WT: 381.42 CERCLA RATINGS (SCALE 0-3): HEALTHz2 FIRE-0 REACTIVITY:0 PERSISTENCE=0 COMPONENTS AND CONTAMINANTS COMPONENT: SODIUM BORATE, TETRA PERCENT$ 100 OTHER CONTAMINANTS: NONE EXPOSURE LIMITS:

3 MG/MS ACGIH TWA PHYSICAL DATA DESCRIPTION: ODORLESS WHITE POWDER OR CRYSTALS MELTING POINT: 167 F (75 C) -8H20 SPECIFIC GRAVITY: 1.73 PHt 9.5 SOLUBILITY IN WATER: 6.3w SOLVENT SOLUBILITY: GYLCEROL; INSOLUBLE IN ALCOHOL I!

69003014-2 x#SODIUM BORATE#TETRAKx PAGE 02 OF 04 FIRE AND EXPLOSION DATA FIRE AND EXPLOSION HAZARDS SLIGHT FIRE HAZARD WHEN EXPOSED TO HEAT OR FLAME.

FLASH POINT: NON-COMBUSTIBLE FIREFIGHTING MEDIA:

DRY CHEMICAL. CARBON DIOXIDE. WATER SPRAY OR ALCOHOL FOAM (1984 EMERGENCY RESPONSE GUIDEBOOK. DOT P 5800.3).

FOR LARGER FIRES. USE WATER SPRAY, FOG OR ALCOHOL FOAM (1984 EMERGENCY RESPONSE GUIDEBOOK. DOT P 5800.3).

FIREFIGHTING:

NO ACUTE HAZARD. MOVE CONTAINER FROM FIRE AREA IF POSSIBLE. AVOID BREATHING VAPORS OR DUSTS; KEEP UPWIND.

_ _ -- _ _ -f_ - - ________________ ________

TOXICITY 1000 MG/KG ORAL-INFANT LDLO; 709 MG/KG ORAL-MAN LDLO; 2660 MG/KG ORAL-RAT LD5O; 2000 MG/KG ORAL-MOUSE LD50; 3 6/K ORAL-DOG LDLO; MUTAGENIC DATA CRTEC);

>A RCIMOGEN STATUS: NONE.

'\BORATE POISONING AFFECTS THE KIDNEYS.

H---------_--__ -_-----------------_________ - -- - -____________-

HEALTH EFFECTS AND FIRST AID INHALATION, IRRITANT.

ACUTE EXPOSURE- BORATES ARE IRRITATING TO THE MUCOUS MEMBRANES. ABSORPTION THROUGH THE MUCOUS MEMBRANES MAY RESULT IN TOXIC EFFECTSt SKIN EXCORIATIONS, FEVER, AND ANURIA.

CHRONIC EXPOSURE- PROLONGED ABSORPTION OF THE SUBSTANCE MAY CAUSE ANOREXIA, WEIGHT LOSS, VOMITING, MILD DIARRHEA, SKIN RASH, ALOPECIA, CONVULSIONS, AND ANEMIA.

FIRST AID- REMOVE FROM EXPOSURE AREA TO FRESH AIR IMMEDIATELY. IF BREATHING HAS STOPPED, GIVE ARTIFICIAL RESPIRATION. KEEP AFFECTED PERSON WAR" AND AT REST. GET MEDICAL ATTENTION IMEDIATELY.

- SKIN CONTACT$

IRRITANT.

ACUTE EXPOSURE- BORATES ARE READILY ABSORBED THROUGH DAMAGED, ABRADED, AND BURNED SKIN OR OPEN WOUNDS AND AREAS OF ACTIVE DERMATITIS. THEY MAY CAUSE SYSTEMIC EFFECTS OF SKIN EXCORIATIONS, FEVER AND ANURIA.

CHRONIC EXPOSURE- PROLONGED ABSORPTION OF BORATES MAY CAUSE ANOREXIA,

• WEIGHT LOSS. VOMITING* MILD DIARRHEA, SKIN RASH. ALOPECIA, CONVULSIONS AND ANEMIA.

,* FIRST AID- REMOVE CONTAMINATED CLOTHING AND SHOES IMMEDIATELY. WASH AFFECTED AREA WITH SOAP OR MILD DETERGENT AND LARGE AMOUNTS OF WATER (APPROXIMATELY K)a)

69003014-3

1) .

x*SODIUM BORATE.TETRAN* PAGE 03 OF 04 15-20 MINUTES) UNTIL NO EVIDENCE OF CHEMICAL REMAINS. GET MEDICAL ATTENTION.

EYE CONTACT:

IRRITANT.

ACUTE EXPOSURE- CONTACT MAY CAUSE REDNESS, PAIN. AND IRRITATION.

CHRONIC EXPOSURE- REPEATED OR PROLONGED CONTACT MAY CAUSE CONJUNCTIVITIS.

FrRST AID: WASH EYES ImmEDIATELY WITH LARGE AMOUNTS OF WATER, OCCASIONALLY LIFTING THE UPPER AND LOWER LIDS, UNTIL NO EVIDENCE OF CHEMICAL REMAINS CAPPROXIMATELY 10-20 MINUTES). GET MEDICAL ATTENTION.

- INGESTION, ACUTE EXPOSURE- INGESTION MAY CAUSE VOMITING AND DIARRHEA OF MUCOUS AND BLOOD; ERYTHRODERMA FOLLOWED BY DESQUAMATIOH. EXCORIATIOHS.

BLISTERING. AND SLOUGHING OF EPIDERMAS; LETHARGY; TWITCHING OF FACIAL MUSCLES AND EXTREMITIES, FOLLOWED BY CONVULSIONS; HYPERPYREXrA. JAUNDICE. AND KIDNEY DAMAGE WITH OLIGURIA ANDY OR AHURIA. CYANOSIS, HYPOTENSIONH COLLAPSE. COMA, AND DEATH.

THE FATAL DOSE MAY BE ZN THE RANGE OF 5 TO OVER 30 GRAMS.

FIRST AID- IF VICTIM IS CONSCIOUS. IMMEDIATELY GIVE 2 TO 4 GLASSES OF WATER, AND INDUCE VOMITING BY TOUCHING FINGER TO BACK OF THROAT. GET HEDICAL ATTENTION IMMEDIATELY.

REACTIVITY

- EACTIVITYs STABLE UNDER NORMAL TEMPERATURES AND PRESSURES.

INCOMPATIBILITIES:

NONE KNOWN.

DECOMPOSITION:

MAY RELEASE TOXIC FUMES OF SODIUM OXIDE. WHICH CAN REACT WITH WATER OR STEAM.

POLYMERIZATION' HAZARDOUS POLYMERIZATION HAS NOT BEEN REPORTED TO OCCUR UNDER NORMAL TEMPERATURES AND PRESSURES.

UM##K##NN#MNKMNNMKNXHEMHKKNKM#~gNK##KK##KN##MK###NNKKKKKNMNK#####NNN#####NKMN CONDITIONS TO AVOID MAY BURN BUT DOES NOT IGNITE READILY. PREVENT DISPERSION OF DUST IN THE ATMOSPHERE. PROTECT CONTAINER FROM PHYSICAL DAMAGE. DO NOT STORE WITH INCOMPATIBLE SUBSTANCES.

KKM###MKK#MWK#MM#XNNMNKMKMNM#UMKMNKKNKKKN#X"###X#X#KMMM###KK#######MK####WK###

SPILL AND LEAK PROCEDURES OCCUPATIONAL SPILL:

WITH A CLEAN SHOVEL, PLACE MATERIAL INTO CLEAN. DRY CONTAINER AND COVER. MOVE CONTAINERS AWAY FROM SPILL AREA.

69003014-4 NESODIUM BORATE.TETRADU PAGE 04 OF 04 PROTECTIVE EQUIPMENT VENTILATION:

PROVIDE LOCAL EXHAUST VENTILATION AND/OR GENERAL DILUTION VENTILATION TO MEET PUBLISHED EXPOSURE LIMITS.

RESPIRATOR.

50 MG/M3- DUST/MIST RESPIRATOR.

500 MG/M3- GAS MASK WITH PARTICULATE FILTER. OR EQUIVALENT RESPIRATOR.

CLOTHINGs EMPLOYEE MUST WEAR APPROPRIATE PROTECTIVE (IMPERVIOUS) CLOTHING AND EQUIPMENT TO PREVENT REPEATED OR PROLONGED SKIN CONTACT WITH THIS SUBSTANCE.

GLOVES:

EMPLOYEE MUST WEAR APPROPRIATE PROTECTIVE GLOVES TO PREVENT CONTACT WITH THIS SUBSTANCE.

EYE PROTECTION2 EMPLOYEE MUST WEAR SPLASH-PROOF OR DUST-RESISTANT SAFETY GOGGLES AND A FACESHIELD TO PREVENT CONTACT WITH THIS SUBSTANCE.

WHERE THERE IS ANY POSSIBILITY THAT AN EMPLOYEE'S EYES MAY BE EXPOSED TO THIS SUBSTANCE. THE EMPLOYER SHALL PROVIDE AN EYE-WASH FOUNTAIN WITHIN THE

-'IMMEDIATE WORK AREA FOR EMERGENCY USE.

AUTHORIZED - FISHER SCIENTIFIC GROUP. INC.

CREATION DATE: 02/12/85. REVISION DATE' 04nZ'85

-ADDITIONAL INFORMATION-THE INFORMATION BELOW IS BELIEVED TO BE ACCURATE AND REPRESENTS THE BEST INFORMATION CURRENTLY AVAILABLE TO US. HOWEVER. WE MAKE NO WARRANTY OF MERCHANTABILITY OR ANY OTHER WARRANTY, EXPRESS OR IMPLIED. WITH RESPECT TO SUCH INFORMATION, AND WE ASSUME NO LIABILITY RESULTING FROM ITS USE. USERS SHOULD MAKE THEIR OWN INVESTIGATIONS TO DETERMINE THE SUITABILITY OF THE INFORMATION FOR THEIR PARTICULAR PURPOSES.

Cu..

ATTACHMENT 7 Bayer Vaftcy Fowur Swiio FE NO C FartyMcia Cures Car~

Shippkpon. PA I P.O. Box 4 5077-0004 I-03-203 Mr. William Green Borough of Shippingport P.O. Box 76 Shippingport, PA 10577 Beaver Valley Power Station National Pollutants Discharge Elimination System (NPDES)

Permit No. PA0025615 Amendment/Renewal Notification

Dear Mr. Green:

In accordance with Act 14 of the Commonwealth's Administrative Code, I am providing you notice that the FirstEnergy Nuclear Operating Company, Beaver Valley Power Station will be submitting an application for renewal/amendment of the National Pollutants Discharge Elimination System (NPDES) Permit No. PA0025615, to the Pennsylvania Department of Environmental Protection (PA DEP).

Should you have any questions, please direct them to Mr. Edward IHubley, Manager Nuclear Environmental & Chemistry, at 724-682-7340.

Sincerely, Q James H. Lash Plant General Manager cc: Central File: Keyword- NPDESPertmitApplication Notification

- - ^

SBavar Vaflq Powa Suo, FE NO C RO-Ae168 I"o. Box4 Shippingpot. ?A 15O77-0004

. _~~~~~~~0

/Z-t3O-O3 L-03-204 Mr. Dan Donatella Beaver County Commissioners Beaver County Courthouse 810 Third Street Beaver, PA 15009 Beaver Valley Power Station National Pollutants DischarEe Elimination System (NPDES)

Permit No. PA0025615 Amendment/Renewal Notification

Dear Mr. Donatella:

In accordance with Act 14 of the Commonwealth's Administrative Code, I am providing you notice that the FirstEnergy Nuclear Operating Company, Beaver Valley Power Station will be submitting an application for renewal/amendment of the National Pollutants Discharge

/ Elimination System (NPDES) Permit No. PA0025615, to the Pennsylvania Department of Environmental Protection (PA DEP).

Should you have any questions, please direct them to Mr. Edward Hubley, Manager Nuclear Environmental & Chemistry, at 724-682-7340.

Sincerely, James H. Lash Plant General Manager

'cc: Central File: Keyword- NPDES PermitApplicationNotifcation