ML20096G927
ML20096G927 | |
Person / Time | |
---|---|
Site: | Pilgrim |
Issue date: | 12/31/1995 |
From: | Oheim H, Ted Sullivan BOSTON EDISON CO. |
To: | MASSACHUSETTS, COMMONWEALTH OF |
References | |
BECO-5.96.001, NUDOCS 9601260163 | |
Download: ML20096G927 (10) | |
Text
a, h i EOSTON EDISON P4 rim Nuclear Power Station 600 Rocky Hill Road Plymouth, Massachusetts 02360 January 19, 1996 BECo 5.96.001 NPDES Program Operations Section (WCP) -
Environmental Protection Agency P.O. Box 8127 Boston, MA 02114 i Massachusetts Division of Water Pollution Control Lakeville Hospital i
Lakeville, MA 02346 Discharae Monitorina Reoort
Dear Sirs:
Enclosed is the Discharge Monitoring Report for Pilgrim Nuclear Power Station (PNPS),
NPDES permit Number MA0003557 (Federal) and Number 359 (State). {
The period covered by this report is December,1995.
Should you have any questions on this report, please direct these to our Principal Marine l Biologist, Mr. Robert Anderson, at (508) 830-7935.
i Respectfu , '
. V. Oheim General Manager-Technical RDA/nas/ RAP 96/DMR Attachments: 1. Summary
- 2. Discharge Monitoring Report cc: U. S. Nuclear Regulatory Commission Document Control Desk Washington, DC 20555 U. S. Nuclear Regulatory Commission
' ' . Region i f 475 Allendale Road
?, fKing of Prussia, PA 19406 i Senior NRC Resident inspector i
p 8003 B Pilgrim Nuclear Power Station
/ I 9601260163 951231 PDR ADOCK 05000293 R PDR ,
.. ATTACHMENT 1 TO BECo LETTER 5.96.001 5
SUMMARY
PILGRIM l DISCHARGE MONITORING REPORT in accordance with the Federal Clean Water Act, as amended (33USC 1251 et sea: the
" CWA"), and the Massachusetts Clean Water Act, as amended (M.G.L.; Chap. 21, 26-53),
regarding effluent limitations, monitoring requirements and other conditions set forth in the Pilgrim NPDES permit (Federal Permit Number MA0003557, and State Permit Number 359),
Parts I and 11, the following information is submitted for the period December,1995.
- l. Discharae Points Covered in this Report Discharae Point Dischame identification 001 Condenser Cooling Water 002 Thermal Backwash for Biofouling Control 003 Intake Screen Wash 004, 005, 006, and 007 Yard Drains (April and September) 008 Sea Foam Suppression 010 Service Cooling Water 011 Makeup Water and Demineralizer Waste Discharge
- 11. Summary and Notes of Discharae Report A. The flow at points 001 and 010 are calculated from system pump capacity and are equal to the total for all pumps in each system running at full capacity for a 24-hour period. The flow at 011 is measured by noting sump levels before and after discharge. Flow at point 002 is a conservative figure obtained by calculatta flow if backwashing took place for 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />. Flow at points 003 and 008 are calculated from system pump capacity and mean operating time.
B. The temperatures at points 001 and 002 are measured by resistance temperature detectors (RTD's).
C. Periodically, total residual chlorine (TRC) concentration in the service cooling water (010) exceeds Permit requirements (0.50 ppm daily average TRC and 1.00 ppm daily maximum TRC) prior to mixing with any other stream, primarily because of the number of service water pumps in operation. Chlorine injection levels are lowered as a corrective measure. The dilution provided by the PNPS circulating water flow keeps total residual chlorine concentrations discharged to Cape Cod Bay below the NPDES permit limit of 0.1 ppm.
D. For stormwater outfalls 004, 005, 006 and 007, Sigma 800 SL Portable Composite Samplers are utilized. The samplers are equipped with a " liquid level activator" that commences the sampling when the liquid reaches a predetermined level. This assures a sample is taken "within the first hour of the start of a significant storm event." The intake and collection assemblies of the samplers conform to U.S. EPA requirements for collecting oil and grease samples (USEPA letter to BECo dated 1/7/92). No additional inputs to these stormwater outfalls occur downstream of the composite samplers' sampling locations.
W I E. Intake traveling water screens were operated with dechlorination pumps ,
operating at all times.
F. No sawdust was applied to seek and seal PNPS condenser leaks in December,
, G. The following boron and sodium nitrite discharges (ppm) occurred in December 1995 from discharge point #001. All discharges were below NPDES permit limits prior to entering Cape Cod Bay.
l
- Date Gallons Concentration Concentration Discharaed Discharaed Before Discharoe Discharaed <
Boron 12/13/95 8,551 < 1.0 <0.0013 a
Sodium Nitrite 12/13/95 8,551 < 1.5 <0.0019 H. Approximately 10 cubic yards of sand were removed from the concrete surface of the intake structure on December 5-7,1995. It was pumped into breakwater
' crevices above the high tide mark. The sand removal was necessary to 1
alleviate concem over its effects on normal operation of mechanical components / traveling screens, and it was expected to have no adverse environmental impact. The removal operation was in accordance with Part I, I Paragraph A.1.0 of the NPDES permit.
- l. The PNPS Environmental Programs and Plans for 1996, to meet NPDES Permit i requirements, were sent to the USEPA on December 12,1995 (BECo Letter 5.95.099).
J. On December 28, 1995 the USEPA - Region I was notified of the plan to
' discharge a PNPS miscellaneous water tank with a slightly higher pH (8.6) than the NPDES Permit pH limit of 8.4. Two circulating water system pumps would be operating resulting in a dilution of this parameter to preclude the possibility of
- any adverse environmental impact on Cape Cod Bay.
ATTACHMENT 2 TO BECo LETTER 5.96.001 DISCHARGE MONITORING REPORT l
PERieTTr2 NAME/ ADDRESS fINrlgde NAT90Na.L POMUTANT CSCHA.GE EL.eweatiON RTSTIM ( NPDi$) ,
Faradry Aesec/f areedine ir dirrcerate DISCHARGE MONITORING REPORT t DwA;
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PH SHALL NOT VARY MORE THAN 0.5 PH STANDARD UNITS FROM INTAKE WATER. SEE PERMIT PAGE 5 PARAGRAPHS MEN F0 P BORON AND SODIUM NITRATE REPORTING REQUIREMENTS. ATTACH ALL RELATED REPOPTS TO THl$ FORM. A SARRIER M m*$ M f1Rev.9-dB h M h M Morf NS Nb4) NNbbbY
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THE PH SHALL NOT VARY MORE THAN O.5 STANDARD UNITS FROM THAT OF THE INTAKE WATER. FLOW RATE IS TO BE ESTI MATED A5 1" 9ACKFLUSHING TOOK PLACE FOR 24 CONTINOUS HOURS. SEF PERMIT PAGE 8 FOR CONDITIONS REGARDING TH Ek[obNhthe5 9=8Y8k b N N %y te used IREPL ACES EPA FORM T-40 WHtCH M AY NOT BE USED-)
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THE TEMPERATURE OF THIS DISCHARGE SHALL AT NO TIME EXCEED THE TEMPERATURE OF THE INTAKE WATER.
ALL FISH SHELLFISH AND OTHER ORGANISMS COLLECTED OR TRAPPED ON INTAKE SCREEN SHOULD BE RETURNED TO WATER
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, PAGE OF
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