ML003702196

Letter Forwarding Original Application for Reissuance of Vpdes Permit Number VA0052451 Submitted for Review Prior to Regulatory Deadline of 040500

ML003702196
Person / Time
Site:	North Anna
Issue date:	03/31/2000
From:	Faggert P Virginia Power Co
To:	Pandey J Office of Nuclear Reactor Regulation, Valley Regional Office
References
-RFPFR
Download: ML003702196 (47)

Text

VIRGIA*A POWER Certified Mail Return Receipt Requested March 31, 2000 Dr. Janardan R. Pandey, P.E.

Valley Regional Office P.O. Box 1129 Harrisonburg, Va. 22801-1129 Re:

Application for Reissuance VPDES Permit No. VA0052451 North Anna Power Station

Dear Dr. Pandey:

Enclosed is the original application for reissuance of VPDES Permit No. VA0052451 submitted for your review prior to the regulatory deadline of April 5, 2000. Four additional copies are also being sent with this original. The application fee of $8000 was previously submitted June 22, 1999 (see enclosure).

As we previously discussed, the waivers granted by the DEQ for the last VPDES permit reissuance continue to apply provided there have been no significant changes at the power station. Attached is our written request for waivers, and the requests previously approved are formally restated in accordance with Forms 2C, 2E and 2F instructions.

We have carefully reviewed the existing permit and request that DEQ consider the following changes:

Outfalls 101 & 102, Units 1 & 2, Flash Evaporators. The flash evaporator systems have been abandoned and we request these outfalls be deleted from the permit. There are no plans to reinstate this equipment or reactivate these discharges.

Outfall 107 - Bearing Cooling System Discharge - Lake to Lake Operation. The proposed increase in flow would be intermittent, comprised of lake water only. This system may require the use of a zinc and/or phosphate corrosion inhibitor. Material safety data sheets are attached to this application.

Dr. Janardan R. Pandey, P.E.

March 31, 2000 Page 2 of 5 Outfall 114 - New Outfall - Service Water Tie-In Vault Drain. This new outfall will be used when leakage accumulates in the Pipe Vault adjacent to the Service Water Reservoir. It is not currently in use, and would not discharge unless a seal or valve failed or possibly during maintenance. Outfall 108 (Service Water Overboard) was sampled to represent this outfall.

Outfall 115 - New Outfall - Service Water System Blowdown. This outfall is identical to Outfall 108, the Service Water Overboard and is represented by data from Outfall 108 samples.

Outfall 019 - Domestic Water Overflow. This outfall is entirely composed of groundwater used for the potable water supply. No pollutants are added to this water, and a discharge would occur only if the holding tank overflowed. We request that this outfall be deleted from the permit.

In the table and discussion that follows below, we have requested reductions and relief from certain monitoring requirements, in most cases justified by our analyses based on the 4/19/96 EPA memorandum titled "Interim Guidance for Performance Based Reductions of NPDES Permit Monitoring Frequencies" and the 5/4/98 DEQ "Guidance Memorandum #98-2005 - Reduced Monitoring". The results of our analyses are attached to this cover letter for your review and additional justifications are offered in the discussion that follows the table.

NORTH ANNA - VPDES Monitoring Reduction Requests Outfall Permit Requirement Current Permit Requested change Outfall 009. Settling Pond TSS 2/month I/quarter Outfall 020, Reverse TSS 2/month I/quarter Osmosis Reject Outfall 103. Process Waste pH, TSS and O&G 2/month 1/quarter or none Clarifier Outfall 104. Oil/Water pH, TSS and O&G 2/month 1/quarter Separator & Storm Water Outfall 109. Hot Well Drain pH, TSS and O&G I/month 1/6 months Unit 1 Outfall 110. Hot Well Drain pH, TSS and O&G I/month 1/6 months Unit 2 Outfall 11], Main Sewage BOD5, TSS. pH I/month 1/6 months Treatment Plant Outfall 112. Steam Generator pH, TSS and O&G I/month 1/6 months or none Blowdown Unit I Outfall 113. Steam Generator pH, TSS and O&G I/month 1/6 months or none Blowdown Unit 2 1

Dr. Janardan R. Pandey, P.E.

March 31, 2000 Page 3 of 5 Outfall 009, Settling Pond - We request that the TSS monitoring frequency requirement be reduced from 2/month to 1/quarter. We had no permit violations for these parameters during the three-year period from 1997-1999.

Outfall 020, Reverse Osmosis Reject - We request that the TSS monitoring frequency requirement be reduced from 2/month to 1/quarter. We had no permit violations for these parameters during the three-year period from 1997-1999.

Outfall 103, Process Waste Clarifier - We request that the pH, TSS and O&G monitoring frequency requirement be reduced from 2/month to 1/quarter. Weý had no permit violations for these parameters during the three-year period from 1997-1999.

Outfall 104, Oil/Water Separator & Storm Water - We request that the pH, TSS and O&G monitoring frequency requirement be reduced from 2/month to 1/quarter. We had no permit violations for these parameters during the three-year period from 1997-1999.

Outfall 109, Hot Well Drain Unit 1 - We request that the pH, TSS and O&G monitoring frequency requirement be reduced from 1/month to 1/6 months. We had no permit violations for these parameters during the three-year period from 1997-1999.

Outfall 110, Hot Well Drain Unit 2 - We request that the pH, TSS and O&G monitoring frequency requirement be reduced from 1/month to 1/6 months. We had no permit violations for these parameters during the three-year period from 1997-1999.

Outfall 111, Main Sewage Treatment Plant - We request that the BOD,. TSS and pH monitoring frequency requirement be reduced from 1/month to 1/6 months. We had no permit violations for these parameters during the three-year period from 1997-1999.

Outfall 112, Steam Generator Blowdown Unit 1 - We request that the pH, TSS and O&G monitoring frequency requirement be reduced from I/month to 1/6 months. We had no permit violations for these parameters during the three-year period from 1997 1999.

Outfall 113, Steam Generator Blowdown Unit 2 - We request that the pH. TSS and O&G monitoring frequency requirement be reduced from 1/month to 1/6 months. We had no permit violations for these parameters during the three-year period from 1997 1999.

Lake Level Contingency Plan - As we discussed with you and Keith Fowler, a bill that will require the inclusion of a "Lake Level Contingency Plan" in the VPDES permit for North Anna was passed by both the House and Senate during this year's General Assembly session. We have been taking an independent and proactive approach to addressing this matter, and anticipate working with you to ensure that this condition is developed in a manner that will support the timely reissuance of the permit.

Dr. Janardan R. Pandey, P.E.

March 31, 2000 Page 4 of 5 Condition 7, Current VPDES Permit - As we discussed, we request a DEQ review of the 401 and 21(b) certificates referenced in Special Condition #7 of the current VPDES permit. We believe that portions of this condition may be obsolete but we would like to clarify any requirements that may still be applicable.

If you have any questions concerning this application, please direct your call to Joyce Livingstone at (804) 273-2985.

Sincerely, Pamela F. Faggert Vice President and Chief Environmental Officer Attachments

"* DEQ application notification letter - 10/13/99

"* Basis for Monitoring Reduction Requests - Data Analysis

"* Submittal of Application Fee - 6/22/99

- Pink copy of Permit Application Fee Form

- Copy of Permit Fee Check, $8000

"* Request for Waivers from Sampling and Testing Parameters, 6/21/99

"* VPDES Outfall Descriptions and Sampling Points EPA Form 3510-1 Topographic Map - required by EPA Form 3510-1,Section XI VPDES Outfall Location Map - required by EPA Form 3510-1,Section XI One Line Diagram - required by EPA Form 3510-2C,Section II.A EPA Form 3510-2C

"* Addendum to Form 3510-2C

"* Virginia Power Detection Levels For EPA Form 3510-2C Data

"* Routinely Used Chemicals - to support EPA Form 3510-2C,Section V

"* Material Safet Data Sheets

"* Outfall 001 Toxicity Data Summary - to support EPA Form 3510-2C,Section VII

"* EPA Form 3510-2E

"* Treatment System Component Description (to support EPA Form 3510-2E,Section VI),

"* VPDES Sewage Sludge Permit Application Form

"* Topographic Map - required by Sewage Sludge Permit Application, Section A.5

"* Flow Diagram WWTP - required by Sewage Sludge Permit Application, Section A.6

"* Sludge Management Plan for North Anna Power Station 10/20/97

"* EPA Form 3510-2F

"* Storm Water Drainage Area Description (to support EPA Form 3510-2F, Section IV-B)

Dr. Janardan R. Pandey, P.E.

March 31, 2000 Page 5 of 5 cc:

U.S. Nuclear Regulatory Commission Region II Atlanta Federal Center 61 Forsyth Street, SW, Suite 23T85 Atlanta, Georgia 30303 RE:

North Anna Units 1 & 2 Docket Nos. 50-338/50-339 License Nos. NPF-4/NPF-7 U.S. Nuclear Regulatory Commission Attention: Document Control Desk Washington, D.C. 20555 RE:

North Anna Units I & 2 Docket Nos. 50-338/50-339 License Nos. NPF-4/NPF-7 Department of Environmental Quality Valley Regional Office (4 copies of complete application)

P.O. Box 1129 Harrisonburg, Va. 22801-1129 Mr. M. J. Morgan NRC Senior Resident Inspector North Anna Power Station

DEQ Application Notification Letter 10/13/99

41 COMMONWEALTH of VIRGINIA DEPARTMENT OFENVIROAMENTAL QUALITY Valley Regional Office James S. Gilmore, III Dennis H. Treacy Governor Street address. 4411 Early Road, Harrisonburg, Virginia 22801 Director Mailing address: f'.0. Box 1129, Harrisonburg, VA 22801-1129 Telephone (540) 574-7800 Fax (540) 574-7878 John Paul Woodley, Jr.

Itmp: iww

.deq.state.va.us R. Bradley Chewning, P.E.

Secretary of Natural Resources Valley Regional Director October 13, 1999 Ms.

Pamela Faggert Virginia Power 5000 Dominion Boulevard Glen Allen, VA 23060 Re: Reissuance of VPDES Permit No. VA0052451 Virginia Power - North Anna

Dear Ms. Faggert:

This letter is to remind you that your referenced permit will expire on October 02, 2000.

If you wish to continue discharging from the wastewater treatment facilities, you must reapply for the permit.

The State Water Control Board's VPDES Permit Regulation requires that we receive a complete application at least 180 days before the existing permit expires.

The deadline for submitting the application is April 05, 2000.

Early submissions are encouraged to resolve any application discrepancies prior to the deadline, and to provide you with earlier notice of any expected permit changes.

The application forms and instructions are enclosed.

In addition, per State Law and our Permit Fee Regulation, we must

/*Czy receive the appropriate permit fee before we can process your application for

' cij permit reissuance.

The permit fees are listed on the back of the permit fee form.

Please follow the instructions on the front of the form concerning the payment of the fee.

If you have any questions concerning the requirements for your permit, please let me know.

Sincerely, Janardan R. Pandey, P.E.

Environmental Engineer Senior Enclosure

Basis for Monitoring Reduction Requests Data Analysis

NORTH ANNA DMR DATA

SUMMARY

1996 THROUGH 1999 VALUES BELOW DETECTION ARE TREATED AS ZERO CANJDIDATES NOR MONITORING REDUCTION DISCHARGE PARAMETER TYPE TSS AVERAGE CONCENTRATION MAXIMUM CONCENTRATION 20 TSS AVERAGE CONCENTRATION MAXIMUM CONCENTRATION 103 OIL & GR AVERAGE CONCENTRATION MAXIMUM CONCENTRATION 103 TSS AVERAGE CONCENTRATION MAXIMUM CONCENTRATION 104 OIL & GR AVERAGE CONCENTRATION MAXIMUM CONCENTRATION 104 TSS AVERAGE CONCENTRATION MAXIMUM CONCENTRATION 109 OIL & GR AVERAGE CONCENTRATION MAXIMUM CONCENTRATION 109 TES AVERAGE CONCENTRATION MAXIMUM CONCENTRATION 110 OIL & GR AVERAGE CONCENTRATION MAXIMUM CONCENTRATION l10 TSS AVERAGE CONCENTRATION MAXIMUM CONCENTRATION III BOD5 AVERAGE CONCENTRATION MAXIMUM CONCENTRATION NUMBER OF MONTHS WITH FLOW 35 35 36 36 35 35 35 35 35 35 35 35 25 25 27 27 27 27 28 28 35 THPEE-YEAR MEAN 2.3676

2. 8912 0.4086 0.7200 0.0000 0.3441 1.6618 2.4382 0.9324 2.8559 4.8515 6J1235 0.0000 0.0000 0,1750 0.t750 0.0000 0.0000 0,0714 0.0714 5,7429 PERMIT LIMIT 30 100 30 100 15 20 30 i00 15 20 30 10o 15 20 30 100 15 20 30 100 30 ACTUAL PERFORMANCE/PERMIT LIMIT PERCENT 7,8922 2.8912 1.3619 0.7200 0.0000 1.7206 5.5392 2.4382 6.2157 14.2794 16&1716 6.1235 0.0000 0.0000 0.5833 0.1750 0,0000 0.0000 0.2381 0.0714 19.1429 10:55 MONDAY, MARCH 27, 2000 BASELINE MONITORING 2/MONTH 2/MONTH 2/MONTH 2!MONTH 2/MONTH 2/MONTH 2/MONTH 2/MONTH 2/MONTH 2/MONTH 2/MONTH 2/MONTH i/MONTH i!MONTH I/MONTH I/MONTH i/MONTH i/MONTH i/MONTH I/MONTH I/MONTH REQUESTED FREQUENCY I/ QUARTER I! QUARTER I! QUARTER I/ QUARTER 1/ QUARTER i1 QUARTER I/ QUARTER 1/ QUARTER I/ QUARTER I! QUARTER I/ QUARTER I/ QUARTER i/ 6 MONTHS 1! 6 MONTHS 1/ 6 MONTHS 1/ 6 MONTHS 1/ 6 MONTHS 1/ 6 MONTHS 1/ 6 MONTHS i 6 MONTHS 1/ 6 MONTHS 35 5.7429 45 12.7619 i!MONTH 1/ 6 MONTHS

NORTH ANNA DMR DATA

SUMMARY

1996 THROUGH 1999 VALUES BELOW DETECTION ARE TREATED AS ZERO CANDIDATES FOR MONITORING REDUCTION 10:55 MONDAY, MARCH 27, 2000 DISCHARGE PARAMETER III TSS TYPE NUMBER OF MONTHS WITH FLOW AVERAGE CONCENTRATION MAXIMUM CONCENTRATION I12 OIL & GR AVERAGE CONCENTRATION MAXIMUM CONCENTRATION 112 TSS AVERAGE CONCENTRATION MAXIMUM CONCENTRATION 113 OIL & GR AVERAGE CONCENTRATION MAXIMUM CONCENTRATION 113 TES AVERAGE CONCENTRATION MAXIMUM CONCENTRATION 35 35 35 35 35 35 35 35 35 35 THREE-YEAR PERMIT MEAN LIMIT 10,7943 10.7943 0,0000 0.0000 0.3286 0.3286 0.0000 0.0000 0.9500 1

.3800 ACTUAL PERFORMANCE/PERMIT LIMIT PERCENT 30 45 15 20 35.9810 23.9873 0.0000 0.0000 1.0952 0.3286 0.0000 0.0000 3.1667 I

.3800 30 100 15 20 30 100 BASELINE REQUESTED MONITORING FREQUENCY I/MONTH I/ QUARTER i/MONTH II 6 MONTHS i/MONTH 1/ 6 MONTHS 1/MONTH 1/ 6 MONTHS 1/MONTH 1/ 6 MONTHS I/MONTH 1/ 6 MONTHS i/MONTH 1/ 6 MONTHS i/MONTH I/ 6 MONTHS 1/MONTH 1/ 6 MONTHS 1/MONTH 1/ 6 MONTHS

14:11 WLUNLŽýAJI, flMSIfl f

NORTH ANNA PH MONITORING RESULTS OUTFALL NUMBER LOWER LIMIT YEAR MONTH

+.5 005 1997 007 1997 009 1997 009 1998 009 1999 013 1997 1

2 3

6 7

8 9

10 11 1

2 3

5 6

7 8

9 10 11 1

2 3

5 6

7 8

9 10 11 12 1

2 3

4 5

6 7

8 9

10 11 12 1

2 3

4 5

6 7

8 9

10 11 12 1

2 3

5 6

7 8

9 10 11 12 INDICATES AN EXCEEDENCE INDICATES MINIMUM MAXIMUM AN PH PH EXCEEDENCE 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5

6. 5 6.5 6.5 6.5 6.5 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW 7.76 7.44 6.88 6.4 6.77 7.07 7

7.11 NO FLOW 7.18 7.29 7.19 7.48 7.24 7.08 6.98 6.85 7.03 6.97 6.94 6.95 7.11 6.7 6.82 6.8 6.98 6.75 7.33 6.95 6.95 7.21 7.28 7

6.97 7.06 7.86 7.48 7.45 8.85 6.85 7.30 7.24 7.24 7.56 7.29 7.20 7.62 7.53 7.40 7.09 7.09 7.31 7.48 7.26 7.70 7.44 6.98 7.01 7.70 7.06 6.90 7.48 7.88 7.02 7.80 7.70 7.10 7.11 7.46 36 NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW UPPER LIMIT 0.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5

NORTH ANNA PH MONITORING RESULTS OUTFALL NUMBER LOWER LIMIT YEAR MONTH

+.5 013 1998 013 1999 014 1997 014 1998 014 1999 019 1997 019 1998 1

2 3

4 5

6 7

8 9

10 11 12 1

2 5

8 9

11 12 1

2 3

5 6

7 8

9 10 11 12 1

2 3

4 5

6 7

8 9

10 11 12 1

2 4

5 8

9 11 12 1

2 3 5

6 7

8 9

10 11 12 1

2 3

4 INDICATES AN EXCEEDENCE 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 INDICATES MINIMUM MAXIMUM AN PH PH EXCEEDENCE NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW UPPER LIMIT 0.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5.

8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5

OUTFALL NUMBER L

LY YEAR MONTH 019 1998 019 020 1999 1997 020 1998 020 1999 021 1999 101 1997 5, 6 7

8 9

10 11 12 1

2 4 S 8

9 11 1

2 3

5 6

7 8

9 10 11 12 1

2 3

4 5

6 7

8 9

10 11 12 1

2 3

4 5

6 7

8 9

10 11 11 12 4

5 8

9 12 1

2 3 6

7 8

9 10 11 NORTH ANNA PH MONITORING RESULTS

)WER INDICATES IMIT AN MINIMUM

+.5 EXCEEDENCE PH NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 INDICATES MAXIMUM AN PH EXCEEDENCE FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW 6.88 7.22 7.32 7.28 7.12 7.1 7.25 7.02 NO FLOW 7.41 6.47 7.28 7.14 7.33 7.45 7.25 7.22 7.16 7.19 7.3 7.1 6.73 7

6.96 6.93 7.09 6.56 6.9 7

6.92 7.47 7.4 7.15 7.08 7.08 7.01 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 7.28 7.56 7.35 7.57 7.14 7.31 7.35 7.39 7.50 7.32 7.58 7.28 7.40 7.61 7.27 7.24 7.20 7.34 7.35 7.22 7.04 7.06 7.03 6.99 7.25 7.47 7.00 7.02 7.20 7.50 7.62 7.33 7.20 7.20 7.08 FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW UPPER LIMIT 0.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 "8.5 8.5 8.5 8.5 8.5 8.5

• 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5

NORTH ANNA PH MONITORING RESULTS LOWER LIMIT YEAR MONTH

+.5 INDICATES AN EXCEEDENCE INDICATES MINIMUM MAXIMUM AN PH PH EXCEEDENCE 101 1997 12 6.5 101 1998 101 1999 102 102 1997 1998 102 1999 103 1997 103 1998 OUTFALL NUMBER NO FLOW UPPER LIMIT 0.5 1

2 3

4 5

6 7

8 9

10 11 12 1

2 4

5 8

9 12 1

2 3

5 6

7 8

9 10 11 12 1

2 3

4 5

6 7

8 9

10 11 12 1

2 4

5 8

9 12 1

2 3

5 6

7 8

9 10 11 12 1

2 3

4 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO NO NO NO NO NO NO FLOW FLOW FLOW FLOW FLOW FLOW FLOW 7.29 7.16 7.35 7.48 7.15 7.17 7.08 7.31 NO FLOW 7.17 7.02 7.2 7.17 7.24 7.13 7.36 7.18 7.52 7.55 7.34 7.19 7.24 7.52 7:36 7.29 7.38 7.60 7.44 7.27

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.uuw LI YEAR MONTH OUTFALL NUMBER 103 103 104 1997 1998 1999 1997 1998 1999 NORTH ANNA PH MONITORING RESULTS OWER INDICATES CHIT AN MINIMUM

+.5 EXCEEDENCE PH S

6 7

8 9

10 11 12 1

2 3

4 5

6 7

8 9

10 11 12 1

2 3

5 6

7 8

9 10 11 12 1

2 3

4 5

6 7

8 9

10 11 12 1

2 3

4 5

6 7

8 9

10 11 12 1

2 3

5 6

7 8 9

10 11 12 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 7.29 7.16 7.35 7.48 7.15 7.17 7.08 7.31 NO FLOW 7.17 7.02 NO NO NO NO NO NO NO NO NO NO NO 7.2 7.17 7.24 7.13 6.84 6.78 6.82 6.87 6.96 6.8 6.86 6.84 6.84 6.88 6.84 6.8 6.91 6.81 6.82 7.14 7.12 7

6.89 7.06 FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW 6.84 6.78 6.82 6.87 6.96 6.8 6.86 6.84 6.84 6.88 6.84 6.8 6.91 6.81 6.82 7.14 7.12 7

6.89 7.06 6.93 6.92 6.99 6.90 6.92 6.86 7.13 7.33 7.14 7.12 7.05 7.45 S

INDICATES MAXIMUM AN PH EXCEEDENCE 6.93 6.81 6.89 6.89 6.98 6.84 6.95 6.87 6.93 6.92 6.99 6.90 6.92 6.86 7.13 7.33 7.14 7.12 7.05 7.45 7.36 7.18 7.52 7.55 7.34 7.19 7.24 7.52 7.36 7.29 7.38 7.60 7.44 7.27 6.93 6.81 6.89 6.89 6.98 6.84 6.95 6.87 UPPER LIMIT 0.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 104 104 10.5

NORTH ANNA PH MONITORING RESULTS LOWER LIMIT YEAR MONTH

+.5 OUTFALL NUMBER 105 105 106 107 107 108 108 108 1998 1999 1997 1998 1999 1997 1998 1999 INDICATES AN EXCEEDENCE 1

2 3

4 5

6 7

8 9

10 11 12 1

2 4

5 7

8 9

10 11 12 1

2 3

5 6

7 8

9 10 11 12 INDICATES MINIMUM MAXIMUM AN PH PH EXCEEDENCE NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 4

6.5 9

6.5 4

5 8

9 12 1

3 5

6 7

8 9

10 11 12 1

2 3

4 5

6 7

8 9

10 11 12 1

2 4

FLOW FLOW FLOW 7.13 FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW 6.82 FLOW FLOW 7

6.89 7.06 FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW 7.27 7.13 7.12 7.05 7.45 NO FLOW NO FLOW 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW NO FLOW NO FLOW NO FLOW UPPER LIMIT 0.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 NO NO NO NO NO NO NO NO NO NO NO 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5

14:11 WEDNESDAY, MARLh 29, 20uu

/

NORTH ANNA PH MONITORING RESULTS OUTFALL NUMBER LOWER LIMIT YEAR MONTH

+.5 108 1999 109 1997 109 1998 109 1999 110 1997 110 1998 110 1999 5 8 9

10 12 1

2 3

5 6

7 8

9 10 11 12 1

2 3

4 5

6 7

8 9

10 11 12 1

2 4

5 8

9 12 1

2 3

5 6

7 8

9 10 11 12 1

2 3

4 5

7 8

9 10 11 12 1

2 4

5 8

9 10 11 12 INDICATES AN EXCEEDENCE 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 INDICATES MINIMUM MAXIMUM AN PH PH EXCEEDENCE NO FLOW NO FLOW NO FLOW 7

7.06 NO FLOW NO FLOW NO FLOW 7.48 7.15 NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW 6.96 6.8 NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO NO NO NO NO NO NO NO NO NO FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW 7.02 NO FLOW NO FLOW NO FLOW 7.13 6.84 NO FLOW NO FLOW 6.96 NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW 7.12 7

6.89 NO FLOW 7.12 7.45 7.55 7.34 6.98 6.84 7.29 7.27 6.93 6.98 7.14 7.12 7.05 UPPER LIMIT 0.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5

14:11 WEDNESDAY, MAI<LH 29, 2Uuu o

OUTFALL NUMBER 111 111 111 LO LI YEAR MONTH

+

1997 1998 1999 112 1997 112 1998 112 1999 1

2 3 S

6 7

8 9

10 11 12 1

2 3

4 5

6 7

8 9

10 11 12 1

2 3

4 5

6 7

8 9

10 11 12 1

2 3

5 6

7 8

9 10 11 12 1

2 3

4 5

6 7

8 9

10 11 12 1

2 3

4 5

6 7

8 9

NORTH ANNA PH MONITORING RESULTS DWER INDICATES

MIT AN MINIMUM

.5 EXCEEDENCE PH 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 3*

7.34 7

7.32 7.17 7.11 7.23 7.51 6.88 6.37 6.95 6.81 7.81 7.12 7.2 7.15 6.9 7.07 7.23 7.14 6.9 7.15 6.8 7.24 6.61 6.82 6.51 6.77 6.5 7.14 6.97 7.21 7.15 7.14 7.27 7.23 7.29 7.16 7.35 7.48 7.15 7.17 7.08 7.31 7.22 7.17 7.02 7.2 7.17 7.24 7.13 6.84 6.78 6.82 6.87 6.96 6.8 6.86 6.84 6.84 6.88 6.84 6.8 6.91 6.81 6.82 7.14 7.12 INDICATES MAXIMUM AN PH EXCEEDENCE 7.34 7.00 7.32 7.17 7.11 7.23 7.51 6.88 6.37 6.95 6.81 7.81 7.12 7.20 7.15 6.90 7.07 7.23 7.14 6.90 7.15 6.80 7.24 6.61 6.82 6.51 6.77 6.50 7.14 6.97 7.21 7.15 7.14 7.27 7.23 7.36 7.18 7.52 7.55 7.34 7.19 7.24 7.52 7.26 7.36 7.29 7.38 7.60 7.44 7.27 6.93 6.81 6.89 6.89 6.98 6.84 6.95 6.87 6.93 6.92 6.99 6.90 6.92 6.86 7.13 7.33 7.14 UPPER LIMIT 0.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5

NORTH ANNA PH MONITORING RESULTS TFALL MBER LOWER LIMIT YEAR MONTH

+.5 OU NU 112 1999 113 1997 113 1998 113 1999 INDICATES AN EXCEEDENCE 10 11 12 1

2 3

S 6

7 8

9 10 11 12 1

2 3

4 5

6 7

8 9

10 11 12 1

2 3

4 5

6 7

8 9

lo 11 12 INDICATES MINIMUM MAXIMUM AN PH PH EXCEEDENCE 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 7

6.89 7.06 7.29 7.16 7.35 7.48 7.15 7.17 7.08 7.01 7.22 7.17 7.02 7.2 7.17 7.24 7.13 6.84 6.78 6.82 6.87 6.96 6.8 6.86 6.84 6.84 6.88 6.84 6.8 6.91 6.81 6.82 7.14 7.12 7

6.89 7.06 7.12 7.05 7.45 7.36 7.18 7.52 7.55 7.34 7.19 7.24 7.52 7.26 7.17 7.29 7.38 7.60 7.44 7.27 6.93 6.81 6.89 6.89 6.98 6.84 6.95 6.87 6.93 6.92 6.99 6.90 6.92 6.86 7.13 7.33 7.14 7.12 7.05 7.45 UPPER LIMIT 0.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 "8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5 8.5

Submittal of Application Fee 6/22/99

North Anna/ENV 55/Application Certified Mail Return Receipt Requested June 22, 1999 Department of Environmental Quality Receipts Control P. 0. Box 10150 Richmond, Virginia 23240 Re:

Submittal of Application Fee - VPDES Permit No. VA0052451 Virginia Power North Anna Power Station

Dear Sir or Madam:

Please find enclosed a check in the amount of $8000.00 to be applied to VPDES Permit reissuance application fee for the above-mentioned facility. The white and yellow copies of the DEQ application fee form are also included and the pink copy will be attached to the application in accordance with the instructions.

If you have any questions, please do not hesitate to contact me at (804) 273-2985.

Sincerely, Joyce Livingstone Environmental Specialist

Enclosures:

Application fee form, check for $8000 cc:

Dr. Janardan R. Pandey - Valley Regional Office P. O. Box 1129 Harrisonburg, Virginia 22801-1129 ebc:

Robert Asplund Carter Cooke Kenneth Roller

DEPARTMENT OF ENVIRONMENTAL QUALITY 2747 WATER DIVISION PERMIT APPLICATION FEE INSTRUCTIONS Applicants for individual Virginia Pollutant Discharge Elimination System (VPDES), Virginia Pollution Abatement (VPA), Virginia Water Protection (VWP), Surface Water Withdrawal (SWW), and Ground Water Withdrawal (GWW) Permits for facilities and activities other than agricultural operations engaged in production for market are required to pay permit application fees. Fees are also required for registration for coverage under General Permits except for the general permits for sewage treatment systems with discharges of 1,000 gallons per day (GPD) or less and for Corrective Action Plans for leaking underground storage tanks. Except for VWP permits, fees must be paid when applications for permit issuance, reissuance or modification are submitted. Applicants for VWP permits will be notified by the DEQ Water Division VWP Permit Office of the fee due. Applications will be considered incomplete if the proper fee is not paid and will not be processed until the fee is received.

The permit fee schedule can be found on the back of this form. Fees for permit issuance/reissuance and fdjr",it modification are included. Once you have determined the fee for the type of application you are submitting, complete this form. The white and yellow copies of the form and your check or money order payable to "Commonwealth of Virginia-DEG" should be mailed to the Department of Environmental Quality, Receipts Control, P.O. Box 10150, Richmond, VA 23240 in the attached stamped, addressed envelope. The pink copy of the form and a copy of your check or money order should accompany the permit application.

The gold copy is for your records. Please direct any questions regarding this form or fee payment to the DEQ Water Division Office to which you are submitting your application.

APPLICANT NAME:

V/ If A,

i,.,,n-4 SSN/FIN:

ADDRESS:

DAYTIME PHONE: (.C/6/

)Z73-21S--<'

Area Code FACILITY/ACTIVITY NAME/LOCATION:

AJOri fA t,..A1r-r 0-,,

&4:- -1oo A/

a/ P -.

TYPE OF PERMIT APPLIED

/i/

/

A FOR (from Fee Schedule):

VillL L"

TYPE OF ACTION:

New Issuance v"

Reissuance Modification AMOUNT OF FEE SUBMITTED A

(from Fee Schedule):

4_

AL/"00., 6 C)

EXISTING PERMIT NUMBER (if applicable):

v 0 0O*22

• /

WATER DIVISION OFFICE TO WHICH APPLICATION SUBMITTED (check one) 0 Abingdon/SWRO

["IridgewaterNRO 0

Prince William/NRO 0

Richmond/PRO 0

Richmond/Headquarters 0

Roanoke/WCRO 0

Virginia Beach/TRO S

FOR DEQ USE ONLY White and Yellow Copies - DEQ Accounting Office FDate:

Pink Copy - DEQ Regional or Permit Program Office Gold Copy - Applicant DC #:

Request for Waivers from Sampling and Testing Parameters 6/21/99

NORTH ANNA/ENV 55/APPLICATIONS June 21, 1999 Dr. Janardan R. Pandey Valley Regional Office P.O. Box 1129 Harrisonburg, Virginia 22801-1129 Re:

Request for Waivers from Sampling and Testing Parameters Reissuance of VPDES Permit No. VA0052451 Virginia Power - North Anna Power Station

Dear Dr. Pandey :

The attached document identifies our sampling and testing obligations for the above-mentioned VPDES permit reissuance application, and details our requests for sampling and testing waivers. While some of the waivers have been previously approved, the requests are formally restated in accordance with Forms 2C, 2E and 2F instructions.

Outfall 019, Domestic Water Overflow is entirely composed of groundwater used for the potable water supply. No pollutants are added to this water, and a discharge would occur only if the holding tank overflowed. We request that this outfall be deleted from the permit.

Outfalls 101 and 102 are not in use. The flash evaporator systems have been dismantled and we would like to delete these outfalls from the permit. There are no plans to reinstall this equipment or reactivate these discharges.

Outfall 114 is a new proposed outfall, Service Water Pipe Vault Drain. This new outfall will be used when leakage accumulates in the Pipe Vault adjacent to the Service Water Reservoir. Outfall 108 will be sampled to represent this outfall.

If you have any questions, please contact me at (804) 273-2985.

Sincerely, Joyce B. Livingstone Senior Environmental Specialist Environmental Policy and Compliance Attachment

Dr. Janardan R. Pandey ATTACHMENT June 21, 1999 Page 3 of 14 Outfall 001 Discharge of Condenser Cooling Water from WIITF at Dike 3 This outfall continuously discharges pondenser cooling water from the Waste Heat Treatment Facility (WHTF) to Lake Anna at Dike 3. The retention time in the WHTF is greater than 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />.

BODsCOD and TOC, Total Suspended Solids, Ammonia, Temperature (summer):

We will submit data from a grab sample in accordance with Form 2C instructions (retention period of greater than 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />). A waiver for the off-season winter temperature is requested because it is regularly submitted in quarterly reports to DEQ.

Flow:

Existing flow data for 1998 will be submitted consistent with reporting required by the current permit (1/month, calculated).

pH Existing data for 1998 will be submitted consistent with sampling required by the current permit (1/year, grab, at Dike 3 before subsurface discharge to the Lake).

Part B and C parameters:

All Part B parameters and Part C metals will be sampled with the following exceptions. Pesticides, PCBs, Dioxin, Fecal coliforms, sulfite, surfactants, color, volatiles and acid/base/neutral organics are believed absent based on previous data and will not be sampled.

Outfall 009 Settling Pond This intermittent discharge is from ground water, backwash cleaning from sand filters and reverse osmosis units with the majority of the discharge consisting of storm water runoff.

The retention time > 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />.

BOD5, COD, TOC, Ammonia, Temperature (summer): We will submit data from a single grab sample in accordance with Form 2C instructions. A waiver for the off-season winter temperature is requested.

Total Suspended Solids:

Existing TSS data for 1998 will be submitted consistent with reporting required by the current permit (+-lmonth, grab).

--/m 0, ".14 Flow

Existing flow data for 1998 will be submitted consistent with reporting required by the current permit (-2min-in, estimated).

pH:

Existing data for 1998 will be submitted consistent with sampling required by the current permit (44ffe"4, grab). Form 2C specifies that grab samples be used for pH and oil and grease.

Part B and C parameters:

All Part B parameters and Part C metals will be sampled with the following exceptions. Pesticides, PCBs, dioxin, fecal coliforms and sulfite are believed absent based on previous data and will not be sampled.

Dr. Janardan R. Pandey ATTACHMENT June 21, 1999 Page 2 of 14 REQUEST FOR WAIVERS FROM SAMPLING AND TESTING PARAMETERS VPDES PERMIT NO. VA0052451 - NORTH ANNA POWER STATION LIST OF VPDES OUTFALLS EXTERNAL OUTFALLS Outfall 001 Outfall 009 Outfall 013 Outfall 014 Outfall 016 Outfall 019 Outfall 020 Outfall 021 Outfall 022 Outfall 023 Outfall 024 Outfall 025 Outfall 026 Discharge of Condenser Cooling Water from WHTF at Dike 3 Settling Pond Turbine Bldg Sump #1 and Common Sump & Storm Water only Turbine Bldg Sump #2 & Storm Water only Intake Screen Wash Water Domestic Water Overflow Reverse Osmosis Reject Reverse Osmosis Drain Line Drainage Area #2A (storm water only)

Drainage Area #2B (storm water only)

Drainage Area #3 (storm water only)

Drainage Area #18 (storm water only)

Drainage Area #25 (storm water only)

INTERNAL OUTFALLS Outfall 101 Outfall 102 Outfall 103 Outfall 104 Outfall 105 Outfall 107 Outfall 108 Outfall 109 Outfall 110 Outfall 111 Outfall 112 Outfall 113 Outfall 114 Flash Evaporator - Unit 1 Flash Evaporator - Unit 2 Process Waste Clarifier Oil/Water Separator & Storm Water Bearing Cooling Tower Blowdown Bearing Cooling System Discharge - Lake to Lake Operation Service Water Overflow Hot Well Drain Unit 1 Hot Well Drain Unit 2 Main Sewage Treatment Plant Steam Generator Blowdown Unit 1 Steam Generator Blowdown Unit 2 Service Water Pipe Vault Drain (NEW OUTFALL)

Dr. Janardan R. Pandey ATTACHMENT June 21, 1999 Page 4 of 14 Outfall 013 Turbine Bldg Sump #1 & Common Sump & Storm Water only This intermittent outfall is an alternate discharge route for the effluent making up the majority of the flow at Outfall 104. Outfall 104 will be sampled to represent this outfall.

Outfall:014 Turbine Bldg Sump #2 & Storm Water only This intermittent outfall is an alternate discharge route for the effluent making up the majority of the flow at Outfall 104. Outfall 104 will be sampled to represent this outfall.

Outfall 016 Intake Screen Wash Water This outfall is a low volume, non-process discharge that consists entirely of lake water. This outfall is represented by-intake data.

Outfall 019 Domestic water Overflow We request that this outfall be deleted from the permit. This infrequent intermittent discharge is composed entirely of groundwater that is used for the potable water supply. No pollutants are added and no treatment occurs. A discharge would occur only if the holding tank overflowed. The retention time of the holding tank is < 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />. To support our request that this outfall be deleted, the following data will be submitted from a sample collected from a tap inside the Domestic Water Pump House building.

BOD COD, TOC, Total Suspended Solids, Ammonia, Temperature (summer):

We request a waiver from the 4 hourly grab sampling requirement to be substituted with results from a single grab sample, and a waiver for the off-season winter temperature is requested.

pH-A single grab sample will be collected and analyzed in accordance with Form 2C instructions.

Part B and C parameters:

We request a waiver from the 4 hourly grab sampling requirement to. be substituted with results from a single grab sample. All Part B parameters and Part C metals will be sampled with the following exceptions. Pesticides, PCBs, dioxin, fecal coliforms, sulfite and surfactants are believed absent based on previous data and will not be sampled.

Dr. Janardan R. Pandey ATTACHMENT June 21, 1999 Page 5 of 14 Outfall 020 Reverse Osmosis Reject This outfall is designed to discharge continuously, but there are times, which are rare, normally during outages when no make-up water is needed and all tanks are full, when it does not discharge. It consists of reverse osmosis reject water that contains only a 3.3x concentration of constituents of lake water, and a potential residual of 0-1 ppm free chlorine from sodium hypochlorite used in the Ionics system. No process waste waters or pollutants from other sources are added. Also, this outfall discharges into the incoming cooling water flow just outside the intakes. The retention time < 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />.

BODs.COD, TOC, Ammonia, Temperature (summer): We request a waiver from the 24-hour composite sample requirement to be substituted with results from a single grab sample, and a waiver for the off-season winter temperature is requested.

Total Suspended Solids:

Existing TSS data for 1998 will be submitted consistent with sampling required by the current permit (2/month, grab).

Flow:

Existing flow data for 1998 will be submitted consistent with reporting required by the current permit (2/month, estimated).

pH, Total Residual Chlorine:

Existing data for 1998 will be submitted consistent with sampling required by the current permit (2/month, grab).

Part B and C parameters:

We request a waiver from the 24-hour composite sample requirement to be substituted with results from a single grab sample. All Part B parameters and Part C metals will be sampled with the following exceptions. Pesticides, PCBs, dioxin, fecal coliforms and sulfite are believed absent and will not be sampled.

Outfall 021 Reverse Osmosis Drain Line This outfall intermittently and infrequently discharges pure lake water from the reverse osmosis system.

Intake water will be used to characterize this outfall.

This outfall has never been used and is in the permit for emergency use only in the case where the whole ionic system is down and the line needs to be drained.

Dr. Janardan R. Pandey ATTACHMENT June 21, 1999 Page 6 of 14 Outfall 022 Drainage Area #2A (storm water only)

This is an area of approximately 52 acres, with approximately 7.1 acres of impervious area. Storm water collected in the higher portion to the south, contractor shops, parking lots and the switch yard, flows into a drop grating to a culvert near the northeast corner of the switch yard and discharges into Lake Anna at Outfall 022. The lower, more level portion includes a vehicle maintenance shop, a paint shop and part of an outdoor equipment lay down area. Storm water runoff from the grassed portions of this area adjacent to the lakeshore is generally sheet flow. Form 2F will be submitted.

Oil and Grease, pH, Total Residual Chlorine, Fecal Coliforms:

Grab samples will be collected and analyzed.

BOD5, COD, TSS, TKN, Nitrate plus Nitrite, Total Phosphorus:

Grab and flow-weighted composite samples will be collected. Samples will not be analyzed for sulfite or radioactivity.

Bromide, Color, Fluoride, Sulfate, Sulfide, Surfactants, Aluminum, Barium, Boroan, Cobalt. Iron, Magnesium, Molybdenum, Manganese., Tin, Titanium: Grab and flow-weighted composite samples will be collected and analyzed.

Antimony, Arsenic, Beryllium, Cadmium, Chromium, Copper, Lead, Mercury, Nickel, Selenium, Silver, Thallium and Zinc: Grab and flow-weighted composite samples will be collected and analyzed. Samples will not be analyzed for cyanide, phenols, volatiles, acids, base/neutrals and pesticides. Based on previous analytical results these pollutants are not believed to be present.

Outfall 023 Drainage Area #2B (storm water only)

This is a small area of approximately 6 acres. The only impervious area is the 0.09 acre storage building which is used for hazardous waste accumulation, with other miscellaneous storage. This storage building is constructed with a curbed foundation to contain any spillage and prevent any discharge outside the structure. Storm water collected in the higher portion to the south flows into a culvert under this storage building then discharged into Lake Anna at Outfall 023. Storm water runoff from the grassed portions of this area adjacent to the lake shore is generally sheet flow.

Same Monitoring as Outfall 022 Outfall 024 Drainage Area #3 (storm water only)

A small drainage area of 9 acres with primarily sheet flow runoff of stormwater to Lake Anna. About 0.08 acre is paved impervious areas. A portion of the laydown area, shared with Area 2A has runoff through a drop culvert under the roadway and into Lake Anna at Outfall 024.

Same Monitoring as Outfall 022

Dr. Janardan R. Pandey ATTACHMENT June 21, 1999 Page 7 of 14 Outfall 025 Drainage Area #18 (storm water only)

This 56 acre drainage area, with 4 acres of impervious area, includes a portion of the warehouse facilities, an outdoor laydown area and some small utility buildings. Storm water from the northern portion of this drainage area is conveyed under the paved roadway via two culverts. The culvert to the west carries the smaller amount of storm water flow which drains from open, grassed fields with no industrial activity. The culvert to the east was chosen as the sample point from Area 18 because it carries the collected drainage from the larger portion of the area, from the warehouse and laydown facilities, and would be more likely to contain any contaminants. Outfall 025 discharges storm water from this drainage into the Waste Heat Treatment Facility.

Same Monitoring as Outfall 022 Outfall 026 Drainage Area #25 (storm water only)

A 61 acre drainage area with no impervious surface area. In the northern portion of Area 25, there is a site used for temporary exposed storage of discarded miscellaneous material such as large concrete "dead weight" blocks for crane weight testing, small movable buildings, etc. This portion of the drainage area has runoff through a culvert under the roadway and into Lake Anna at Outfall 026. This culvert was selected as the sample point for Area 25; no industrial activities occur downstream. As with other lakeside areas, sections adjacent to the shoreline, north of the graveled roadway have sheet flow runoff of storm water.

Same Monitoring as Outfall 022 Outfall 101 Flash: Evaporator : Unit1 We request that this outfall be deleted from the permit.

Outfall 102 Flash Evaporator - Unit 2 We request that this outfall be deleted from the permit.

Dr. Janardan R. Pandey ATTACHMENT June 21, 1999 Page 8 of 14 Outfall 103 Process Waste Clarifier This intermittent discharge now includes intermittent lower volumes of steam generator blowdown, also package boiler blowdown (not currently in use) and mat sump system discharge and ion exchanger waste. We would like to initiate continuous blowdown of the Service Water Reservoir through this outfall with this new permit. Engineering data will be submitted to characterize this additional flow which will be substantially identical to Outfall 108. There is a holding tank at the end of this system with a retention time > 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />.

BOD5. COD, TOC, Total Suspended Solids, Ammonia, Temperature (summer): We will submit data from 1 individual grab sample in accordance with Form 2C instructions,.and a waiver for the off season winter temperature is requested.

Flow:

Existing flow data for 1998 will be submitted consistent with reporting required by the current permit (2/month, estimated).

pH, Oil & Grease:

We request a waiver from the single grab sample to be substituted with existing data for 1998 submitted consistent with sampling required by the current permit (2/month, grab).

Part B and C parameters:

All Part B parameters and Part C metals will be sampled with the following exceptions. Pesticides, PCBs, dioxin, fecal coliforms, bromide, fluoride, sulfate, sulfide and sulfite are believed absent and will not be sampled.

Outfall 104 Oil/Water Separator & Storm Water This discharge was previously approved to represent Outfalls 013 and 014 (Turbine Building Sump

1. 1,Common Sump and Turbine Building Sumps #2).

The flow is intermittent, and the retention time is

< 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />.

BOD5, COD, TOC, Ammonia, Temperature (summer): We request a waiver from the 4 hourly grab sample requirement to be substituted with results from a single grab sample, and a waiver for the off season winter temperature is requested.

Flow:

Existing flow data for 1998 will be submitted consistent with reporting required by the current permit (2/month, estimated).

Total Suspended Solids, pH, Oil and Grease:

Existing data for 1998 will be submitted consistent with sampling required by the current permit (2/month, grab). Form 2C specifies that grab samples be used for pH and oil and grease.

Part B and C parameters:

All Part B parameters and Part C metals will be sampled with the.

following exceptions. We request a waiver from the 4 hourly grab sampling requirement to be substituted with results from a single grab sample. Pesticides, PCBs, dioxin, fecal coliforms, sulfite, volatiles and acid/base/neutral organics are believed absent and will not be sampled.

Dr. Janardan R. Pandey ATTACHMENT June 21, 1999 Page 9 of 14 Outfall 105 Bearing Cooling Tower Blowdown This outfall was previously intermittent but used very infrequently. To control the water chemistry in the system, it will become a continuous discharge when either of the units is operating. The retention time will be < 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />. Engineering data has been previously submitted to characterize the treatment chemicals that will be used in this system and will be included with this application. A grab sample will also be collected from the Bearing Cooling Tower reservoir.

BOD5, COD, TOC, Total Suspended Solids, Ammonia, Temperature (summer), pH, Oil and Grease: We request a waiver from the 24-hour composite sampling requirement and request approval to submit data from 1 individual grab sample, and a waiver for the off-season winter temperature is requested.

Flow:

Flow data will be estimated based on projected operations.

Part B and C parameters:

We request a waiver from the 24-hour composite sampling requirement and request approval to submit data from 1 individual grab sample. All Part B parameters and Part C metals will be sampled with the following exceptions. Pesticides, PCBs, dioxin, fecal coliforms and sulfite are believed absent and will not be sampled.

Outfall 107 Bearing Cooling System Discharge - Lake to Lake Operation This outfall is not currently in use. If a discharge were to occur, it would be temporary when the bearing cooling tower is valved off for maintenance work, and this is likely to occur within the next five years.

Lake water would pass through the bearing cooling system, bypass the cooling tower and go straight to the WHTF. No treatment chemicals are used. There is no retention time. Intake data will be submitted to represent this outfall. October Free C12 and flow data are available.

Dr. Janardan R. Pandey ATTACHMENT June 21, 1999 Page 10 of 14 Outfall 108 Service Water Overflow This outfall is manually operated with a valve, and is intermittently used to control the level of the Service Water Reservoir as necessary. The retention time of the service water reservoir is > 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />.

A sample can be collected from the bank of the Service Water Reservoir near the intake structure.

Outfall 108 is substantially identical to the proposed new Outfall 114, the Service Water Pipe Vault Drain and we request approval to sample Outfall 108 as the representative outfall. Outfall 108 will also characterize the additional new flows from the Service Water Reservoir to the Process Waste Clarifier.

BOD5, COD, TOC, Total Suspended Solids, Ammonia, Temperature (summer), Flow:

We will submit data from a grab sample in accordance with Form 2C instructions, and a waiver for the off season winter temperature is requested.

pH, Oil and Grease:

A single grab sample will be collected and analyzed for pH and oil and grease in accordance with Form 2C instructions.

Part B and C parameters:

All Part B parameters and Part C metals will be sampled with the following exceptions. Pesticides, PCBs, dioxin, fecal coliforms and sulfite are believed absent and will not be sampled.

Outfall 109 Hot Well Drain #1 This intermittent outfall was previously approved to represent Outfall 110 (Hot Well Drain #2),

relatively high-purity condensate water, with small concentrations of corrosion chemicals. The drains are normally used once per 18 months, on alternating schedules, during maintenance shutdowns of the respective units. To obtain a representative sample, this must be sampled during outages (Unit 2 - Hot Well #2, September 1999; Unit 1-Hot Well #1, March 2000). The retention time > 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />.

BOD5, COD, TOC, Ammonia, Temperature (summer): We will submit data from a single grab sample in accordance with Form 2C instructions, and a waiver for the off-season winter temperature is requested.

Total Suspended Solids:

Existing TSS data for 1998 will be submitted consistent with reporting required by the current permit (1/month, grab).

Flow:

Existing flow data for 1998 will be submitted consistent with reporting required by the current permit (1/month, estimated).

pH, Oil & Grease:

Existing data for 1998 will be submitted consistent with sampling required by the current permit (1/month, grab). Form 2C specifies that grab samples be used for pH and oil and grease.

Part B and C parameters:

All Part B parameters and Part C metals will be sampled with the following exceptions. Pesticides, PCBs, dioxin, fecal coliforms, bromide, fluoride, sulfite, sulfate, surfactants, volatiles and acid/base/neutral organics are believed absent and will not be sampled.

Dr. Janardan R. Pandey ATTACHMENT June 21, 1999 Page 11 of 14 Outfall 110 Hot Well Drain #2 Outfall 109 will be sampled to represent this outfall.

Outfall 111 Main Sewage Treatment Plant All domestic sewage is routed to the main sewage treatment plant. The plant is equipped with two equalization basins, each with a capacity of 18,700 gallons. During normal operation only one side is used but during periods of high demand (outages) both sides are used.

BOD, TSS, pH, Total Residual Chlorine, Flow:

We request a waiver from the 24-hour composite sample as required by Form 2E and request approval to submit existing data for 1998 consistent with reporting required by the current permit for these parameters.

Ammonia:

We request a waiver from the 24-hour composite sample as required by Form 2E and request approval to submit data from a single grab sample to be taken for ammonia.

Temperature (summer), Oil & Grease, Fecal Coliform: Existing data from 1998 grab samples collected in accordance with the current permit will be submitted for these parameters, and a waiver for the off-season winter temperature is requested.

COD, TOC:

Not required, per instructions on form (non-contact cooling water is not discharged).

Outfall 112 Steam Generator Blowdown Unit 1 This outfall was previously approved to represent Outfall 113 (Steam Generator Blowdown Unit 2), and discharges relatively high-purity condensate water from a closed system with small concentrations of corrosion chemicals continuously while Unit 1 is operating. It is only shut off during outages (every 18 months) for maintenance. The retention time < 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />.

BOD5COD, TOC, Ammonia, Temperature (summer): We request a waiver from the 24-hour composite sampling requirement and request approval to submit data from a single grab sample. A waiver for the off-season winter temperature is requested.

Total Suspended Solids:

Existing TSS data for 1998 will be submitted consistent with reporting required by the current permit (1/month, grab).

Flow, pH, Oil & Grease:

Existing flow data for 1998 will be submitted consistent with reporting required by the current permit (Flow - 1/month, estimated; pH, Oil & Grease 1/month, grab). Form 2C specifies that grab samples be used for pH and oil and grease.

Part B and C parameters:

All Part B parameters and Part C metals will be sampled with the following exceptions. Pesticides, PCBs, dioxin, fecal coliforms and sulfite are believed absent and will not be sampled.

Dr. Janardan R. Pandey ATTAC' June 21, 1999 Page 12 of 14 Outfall11I3 Steam Generator Blowdown Unit 2 Outfall 112 will be sampled to represent this outfall.

OUtfall 114 Service Water Pipe Vault Drain (NEW OUTFALL)

This new outfall will be used when leakage accumulates in the Pipe Vault adjacent to the Service Wate Reservoir. We request approval to represent this discharge with data from Outfall 108, the Service Water Overflow.

ATTACh Dr. Janardan R. Pandey June 21, 1999 Page 13 of 14 cc: (w/attach.)

U. S. Nuclear Regulatory Commission Region II Atlanta Federal Center 61 Forsyth St., SW, Suite 23T85 Atlanta, GA 30303 RE:

North Anna Units I and 2 Docket Nos. 50-338/50-339 License Nos. NPF-4/NPF-7 U. S. Nuclear Regulatory Commission Document Control Desk Washington, DC 20555 RE:

North Anna Units 1 and 2 Docket Nos. 50-338/50-339 License Nos. NPF-4/NPF-7 Mr. M.J. Morgan NRC Senior Resident Inspector North Anna Power Station

VPDES Outfall Descriptions and Sampling Points

March 30, 2000 VPDES OUTFALL DESCRIPTIONS AND SAMPLING POINTS NORTH ANNA POWER STATION External Ouffalls Sample Point Discharge To:

001 Discharge of Condenser Cooling Dike 3 Lake Anna (formerly 010)

Water from WHTF at Dike 3 009 Settling Pond End of pipe Lake Anna 013 Turbine Bldg Sump #1 & Storm At overflow weir Lake Anna Water only 014 Turbine Bldg Sump #2 & Storm At overflow weir Lake Anna Water only 016 Intake Screen Wash Water Discharge into basket Lake Anna o-4 Domesti Wator Gvo*r-,

DELETE I a

".,-,RR 020 Reverse Osmosis Reject End of small pipe, where it empties Lake Anna into larger pipe 021 Reverse Osmosis Drain Line Middle of pipe at valve Lake Anna 022 Drainage Area #2A (storm water End of pipe, deep gully Lake Anna only) 023 Drainage Area #2B (storm water End of culvert Lake Anna only) 024 Drainage Area #3 (storm water End of culvert, in rip rap Lake Anna only) 025 Drainage Area #18 (storm water End of culvert, down the hill WHTF only) 026 Drainage Area #25 (storm water End of culvert, weedy area Lake Anna only)

Internal Outfalls 4-04 Wlash Evapoator Unit I DELETE (formerly 001) 49Q Flash Evaporator Unit 2 DELETE (formerly 002) 103 Process Waste Clarifier Clarfier building sink Discharge Canal (formerly 003) 104 Oil/Water Separator & Storm Water At overflow weir Discharge Canal (formerly 004) 105 Bearing Cooling Tower Blowdown Sample tap in Turbine Building Discharge Canal (formerly 015)

Basement 107 Bearing Cooling System Discharge Sample tap in Turbine Building Discharge Canal (formerly 017)

Basement 108 Service Water Overboard Sample tap in Turbine Building Discharge Canal (formerly 018)

Basement 109 Hot Well Drain - Unit 1 Hotwell drain pipe valve; Discharge Canal (formerly 222)

Turbine Building Basement.

110 Hot Well Drain - Unit 2 Hotwell drain pipe valve; Discharge Canal (formerly 223 Turbine Building Basement 111 Main Sewage Treatment Plant At the weir Discharge Canal (formerly 011) 112 Steam Generator Blowdown - Unit 1 Unit 1 sample sink; Discharge Canal (formerly 224)

Turbine Building Basement 113 Steam Generator Blowdown - Unit 2 Unit 2 sample sink; Discharge Canal (formerly 225)

Turbine Building Basement 114 Service Water Tie-In Vault Drain End of pipe on walkway Discharge Canal NEW 115 Service Water System Blowdown End of concrete drainage ditch Discharge Canal NEW adjacent to the Warehouse 5 fire pump house, midway down the discharge canal.

Page 1 of 1

EPA Form 35 10-1

Please print or type in the unshaded areas only (fill-in areas are spaced for elite type, i.e., 12 characters/inch).

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

FORM U.S. ENVIRONMENTAL PROTECTION AGENCY

1. EPA I.D NUMBER EPA GENERAL INFORMATION S

TJA C Consolidated Permits Program F

VA0052451 GENERAL (Read the 'General lnstructions' before starting) 2 13114115 LABEL ITEMS GENERAL INSTRUCTIONS ciPA I.D. NUMBER If a preprinted label has been provided, affix it in the designated space. Review the information carefully; if any of it is incorrect, cross through it Ili. FACILITY NAME and enter the correct data in the appropriate fill in area below. Also, if any of the preprinted data FACILITY is absent (the area to the left of the label space

.MAILING ADDRESS PLEASE PLACE LABEL IN THIS SPACE lists theinformation that should appear), please provide itin the proper fill-in area(s)below. If the label is complete and correct, you need not complete Items I, Ill, V, and VI (except VI-B which mustbe completed regardless). Complete VI. FACILITY all items if no label has been provided. Refer to LOCATION theinstructions fordetailed item descriptions and for the legal authorizations under which this data is collected.

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

MARK 'X" MARK "X" SPECIFIC QUESTIONS FOAM SPECIFIC QUESTIONS FORM YES NO IATTACHED YES NO ATTACHED A. Is this facility a publicly owned treatment works B. Does or will this facility (either existing or proposed) which results in a discharge to waters of the U.S.?

include a concentrated animal feeding operation or (FORM 2A)

X aquatic animal production facility which results in a X

16 17 18 discharge to waters of the U.S.? (FORM 2B) 19 20 21 C. Is this a facility which currently results in discharges to D. Is this a proposed facility (other than those described waters of the U.S. other than those described in A or B X X

in A or B above) which will result in a discharge to X

above? (FORM 2C) 22 23 24 waters of the U.S.? (FORM 2D) 25 26 27 F. Do you or will you inject at this facility industrial or E. Does or will this facility treat, store, or dispose of municipal effluent below the lowermost stratum hazardous wastes? (FORM 3)

X containing, within one quarter mile of the well bore, X

28 29 30 underground sources of drinking water? (FORM 4) 31 32 33 G. Do you orwill you inject at this facility any produced water or other fluids which are brought to the surface in H. Do you or will you inject at this facility fluids for connectionwithconventionaloilornaturalgasproduction, special processes such as mining of sulfur by the inject fluids used for enhanced recovery of oil or natural Frasch process, solution mining of minerals, in situ combustion of fossil fuel, or recovery of geothermal gas, or inject fluids for storage of liquid hydrocarbons?

X energy? (FORM 4)

X (FORM 4) 34 35 36 37 er38

(

39 I. Is this facility a proposed stationary source which is J. Is this facility a proposed stationary source which is one of the 28 industrial categories listed in the NOT one of the 28 industrial categories listed in the instructions and which will potentially emit 100 tons per instructions and which will potentially emit 250 tons per year of any air pollutant regulated under the Clean Air year of any air pollutant regulated under the Clean Air Act and may affect or be located in an attainment area?

X Act and mayaffect or be located in an attainment area?

X (FORM 5) 40 41 42 (FORM 5) 43 44 45 III. NAME OF FACILITY C:

• SKIP VIRGINIA POWER - NORTH ANNA NUCLEAR POWER STATION 16 - 29 30 69 IV. FACILITYCONTACT A. NAME & TITLE (last, first, & title)

B. PHONE (area code & no.)

C 2 FAGGERT, PAMELA - VICE PRESIDENT & CHIEF ENVIRONMENTAL OFFICER 804 273 3467 15 451146 4 49 5

52 55 V. FACILITY MAILING ADDRESS A. STREET OR P.O. BOX 3

5000 DOMINION BLVD 15 16 45 B. CITYORTOWN C.STATE D. ZIPCODE C

4 GLEN ALLEN VA 23060 15 16 40 41 42 47 51 VI. FACILITY LOCATION A. STREET, ROUTE NO. OR OTHER SPECIFIC IDENTIFIER t

1022 HALEY DRIVE iS 16 45 B. COUNTY NAME LOUISA 70 C. CITY OR TOWN D. STATE E. ZIP CODE F. COUNTY CODE (ff known) 6 MINERAL iA 123117 15 16 40 41-42 47 51 52 4

Er A -uirr 86D 1U-I o-zU)

CONTINUE ON REVERSE STF ENV564F.,

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

A. FIRST B. SECOND 71 4911 (specify)

(specify) 116 19 ELECTRIC POWER 16 19 C. THIRD D. FOURTH (specify)

C (specify) 7

7 5416 19 16 19 VIII. OPERATOR INFORMATION A. NAME B. Is the name listed in Cs Item VIII-A also the owner?

8 VIRGINIA ELECTRIC AND POWER CO own]YES r?

NO 15 16 55 C. STATUS OF OPERATOR (Enterthe appropriate letter into the answer box; if 'Other,' specify.)

D. PHONE (area code & no.)

F = FEDERAL M = PUBLIC (otherthan federalorstate)

(specify)

S = STATE 0 = OTHER (specify) 46 P = PRIVATE 6

15 6

- 11 2

E. STREET OR P.O. BOX 5000 DOMINION BLVD F. CITYOR TOWN G. STATE H. ZIP CODE IX. INDIAN LAND "C GIs the facility located on Indian lands?

B GLEN ALLEN VA 23060 DýFYES K]NO 15 16 49 41 42 47 5

X. EXISTING ENVIRONMENTAL PERMITS A. NPDES (Discharges to Surface Water)

D. PSD (Air Emissions from Proposed Sources c -

'T I

C I

9 N VA0052451 9P P

15 16 17 18 L

30 15 116 17 18 30 B. U IC (Underground Injection of Fluids)

E. OTH ER (specify C

T 1

(specify)

91U, 9

1

-1 1 1 1711-151 161 171 ia C. RCRA (Hazardous Wastes)

E. OTHER (specify)

C i

T I

(specify) 1 1

18 130 1 16 17 18 30 XI. MAP I Attach to this application a topographic map of the area extending to at least one mile beyond property boundaries. The map must show the outline of the facility, the location of each of its existing and proposed intake and discharge structures, each of its hazardous waste treatment, storage, or disposal facilities, and each well where it injects fluids underground. Include all springs, rivers and other surface water bodies in the map area. See instructions for precise requirements.

XII. NATURE OF BUSINESS (provide a brief description)

GENERATION OF ELECTRICITY WITH STEAM PRODUCED BY THE FISSION OF NUCLEAR MATERIALS.

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

A. NAME & OFFICIAL TITLE (type orprint)

B. SIGNATURE C. DATE SIGNED W.R. MATTHEWS11 VICE PRESIDENT - STATION MANAGER

-3 COMMENTS FOR OFFICIAL USE ONLY EPA Form 3510-1 (8-90)

SIF FNV5W4 2

Topographic Map (required by EPA Form 3510-1,Section XI)

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

LAKE ANNA WEST & EAST QUADRANGLE, VIRGINIA 7.5 MINUTE SERIES (TOPOGRAPHIC)

WITHIN THIS PACKAGE...OR, BY SEARCHING USING THE DOCUMENT/REPORT NUMBER: NONE NOTE: Because of this page's large file size, it may be more convenient to copy the file to a local drive and use the Imaging (Wang) viewer, which can be accessed from the Programs/Accessories menu.

rtiLoO)7O2Z/O N

VPDES Outfall Location Map (required by EPA Form 3 510-1,Section XI)

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

N-2646-3-C-001, Rev. 1: VPDES OUTFALL LOCATION MAP/SITE DRAINAGE ENVIRONMENTAL COMPLIANCE NORTH ANNA POWER STATION WITHIN THIS PACKAGE....OR, BY SEARCHING USING THE DOCUMENT/REPORT NUMBER: N-2646-3-C-001, Rev. 1 NOTE: Because of this page's large file size, it may be more convenient to copy the file to a local drive and use the Imaging (Wang) viewer, which can be accessed from the Programs/Accessories menu.

n LO370Z2ql

One Line Diagram (required by EPA Form 3510-2C,Section II.A)

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

NA-VPDES-083199-001, REV. 1, ONE LINE DIAGRAM STATION WATER FLOW NORTH ANNA POWER STATION WITHIN THIS PACKAGE...OR, BY SEARCHING USING THE DOCUMENT/REPORT NUMBER: NA-VPDES-083199-001, Rev. 1 NOTE: Because of this page's large file size, it may be more convenient to copy the file to a local drive and use the Imaging (Wang) viewer, which can be accessed from the Programs/Accessories menu.

raLOO 57D2 2-