ML20069L794
| ML20069L794 | |
| Person / Time | |
|---|---|
| Site: | Pilgrim |
| Issue date: | 05/31/1994 |
| From: | Rothert W, Schmeling L BOSTON EDISON CO. |
| To: | MASSACHUSETTS, COMMONWEALTH OF |
| References | |
| BECO-5.94.059, NUDOCS 9406200275 | |
| Download: ML20069L794 (13) | |
Text
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sosrow susaw Pilgrim Nuclear Power Station Rocky Hill Road Plymouth, Massachusetts 02360 W. C Rothert General Manager Technical June 14,1994 BECo 5.94. 059 NPDES Program Operations Section (WCP)
Environmental Protection Agency P.O. Box 8127 Boston, MA 02114 Massachusetts Division of Water Pollution Control Lakeville Hospital Lakeville, MA 02346 Discharge Monitorino Report
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 May,1994.
W. C. Rothert RDA/ lam / RAP /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 1 475 Allendale Road King of Prussia, PA 19406 Senior NRC Resident inspector Pilgrim Nuclear Power Station 1
ner-<a c u o b u t,,
9406200275 940531
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3 DR ADOCK 0500
ATTACHMENT 1 TO BECo LETTER 5.94.059
SUMMARY
PILGRIM I DISCHARGE MONITORING REPORT tr$ accordance with the Federal Clean Water Act, as amended (33USC 1251 et seg: 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 May 1994.
1.
Discharae Points Covered in this Report Discharae Point Discharae 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) 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 calculating 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 point 003 is 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 $L 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 additionalinputs to these stormwater outfalls occur downstream of the composite samplers' sampling locations.
E.
Intake traveling water screens were operated with dechlorination pumps operating at all times.
F.
Sawdust was applied to seek and seal PNPS condenser leaks on May 1 (1,080 pounds),2 (180 pounds),3 (180 pounds), and 4 (120 pounds).
G.
The following boron and sodium nitrite discharges (ppm) occurred in May 1994 from discharge point #001. All discharges were below NPDES Permit limits prior to entering Cape Cod Bay.
Date Gallons Concentration Concentration Discharaed Discharaed Before Discharae Discharaed Boron 5/19/94 10,354
<1.0
<0.0013 i
5/30/94 12,358
<1.0
<0.0013 Sodium Nitrite 5/19/94 10,354 1.5 0.0019 5/30/94 12,358 2.0 0.0026 H.
On May 20,1994 the USEPA approved the release of suspended solids in excess of NPDES Permit limits (100 ppm) from the PNPS demineralizer waste discharge (point 011) (BECo Telecon 4.94.017). The suspended solids concentration in the waste tank was 431 ppm but the concentration discharged to Cape Cod Bay, with circulating water pump dilution, was less than 1 ppm.
This high concentration of suspended solids caused the monthly average to exceed the Permit limit also because there were only two instances of demineralizer waste discharge in May.
l.
There was no significant rainwater event in April 1994 during which adequate samples for yard drains #004,005,006 and 007 could be taken, as required.
These discharge points were sampled in May 1994 as soon as adequate rainwater flow made this possible, and the results are attached.
J.
A federal consistency review for the Pilgrim Station NPDES Permit draft modifications was requested by the Mass Office of Coastal Zone Management on May 11,1994, and it was submitted to them on May 13,1994 (BECo letter 5.94.050).
K.
Approximately 2 cubic yards of sand were removed from the concrete surfaces of the intake structure on May 10,1994. It was pumped into breakwater crevices above the high tide mark. The sand removal was necessary to alleviate concern over its effects on normal operation of mechanical components / traveling screens, and it was expected to have no adverse environmentalimpact. The removal operation was in accordance with Part I, Paragraph A.1.0 of the NPDES Permit.
1 ATTACHMENT 2 TO BECo LETTER 5.94.059 DISCHARGE MONITORING REPORT i
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