ML20096G509
| ML20096G509 | |
| Person / Time | |
|---|---|
| Site: | Pilgrim |
| Issue date: | 04/30/1992 |
| From: | Wagner E BOSTON EDISON CO. |
| To: | ENVIRONMENTAL PROTECTION AGENCY, MASSACHUSETTS, COMMONWEALTH OF |
| References | |
| BECO-5.92-064, BECO-5.92-64, NUDOCS 9205260111 | |
| Download: ML20096G509 (10) | |
Text
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ff BOSTON EDISON
. 25 Braintree Hdi Ofhee Pan Bra ntree, Massachusetts 02184 E. J. Wagner ucleaYhheerrg BECo 5.92 064 NPDES Program Operations Section (HCP)
Environmental Protection Agency P. O. Box 8127 Boston, MA 02114 l
Massachusetts Division of Water Pollution Control Lakeville Hospital Lakeville, MA 02346 DISCHAP't MONIT07ING REPORT
Dear Sirs:
Enclosed is the Discharge Honitoring Report for Pilgrim Nuclear Power Station (PNPS), NPDES Permit Number MA0003557 (federal) and Number 359 (State).
<The period covered by this report is April 1992. .
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Attachments: 1. Summary
- 2. Discharge Monitoring Report cc: U. S. Nuclear Regulatory Commission /
Document Control Desk Hashington, DC 20555 U. S. Nuclear Regulatory Commission Region I 475 Allendale Road King of Prussia, PA 19406 Senior NRC Resident Inspector Pilgrim Nuclear Power Station 9205260111 920430 PDR ADOCK 05000293
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ATTACHMENT 1 TO BECO LETTER 5.92-0M
SUMMARY
ELLGRIM I DISCHARGE MONITORING REPORT In accordance with the Federal Clean Hater Act, as amended (33USC 1251 Et ng:
the "CHA"), and the Hassachusetts Clean Hater Act, as amended (M.G.L.; Chap.
21, 26-53' regarding effluent limitations, monitoring reauirements and other conditions set forth in the Pilgrim NPDES Permit (Federal Permit Number HA0003557, and State Permit Number 359), parts I and II, the following information is submitted for the period April 1992.
I. Discharae Points Covered in this ReppI_t Discharae Point Discharae Identification 001 Condenser Cooling Water 002 Thermal Backvash for Biofouling Control 003 Intake Screen Wash 004, 005, 006, and 007 Yard Drains (April and September) 010 Service Cooling Hater 011 Hakeup Hater and Demineralizer Haste Discharge II. Sy.mm_ary and Rotes 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 point 011 is measured by noting sump levels before and after dischar3e. 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
' rom system pump capacity and mean operating time.
B. The temperatures at points 001 and 002 are measured by resistance temperature detectors (RTO'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. Tne 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.
- 10. 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..(BECo Letter 5.92.005). No additional inputs 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 April 10 (750 pounds), 13 (660 pounds), 14 (540 pounds), 15 (030 pounds), 16_(390 pounds), 17 (180 pounds), 18 (60 pounds). 19 (360 pounds) and 70 (240 pounds).
G. The following boron and sodium nitrite discharges (ppm) occurred in April 1992 from discharge point #001. All discharges were below NPDES Permit limits prior to entering Cape Cod Bay.
Date Gallons Concentration Concentration Discharaed Discharaed Before Discharoe Qischaraed Boron 4/7/92 8,016 .0.47 0.0006 4/22/92 9,686 0.08 0.0001 4/28/92 11,356 0.05 0.0001 Sodium Nitrite 4/7/92 .8,016 (20.0 <0.026 4/22/92 9,686 <20.0 <0.026 4/28/92 11,356 <20.0 <0.026 4~
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H. =The following measurements were made in April 1992 for stormwater yard drain Discharge Points 004, 005, 006 and 007.
Suspended Oil & Grease Drain # Data Solids (ma/1) (ma/1) pH(SU) 004 4/17/92 13.4 1.2 6.6 005: 4/11/92 67.2 3.0 5.9
.006 Not Sampled 007 Not Sampled NOTE: The low pH value at Drain #005 may be explained by a low natural rainwater event pH of 4,0 on 4/11/92. Because of insufficient rainfall flow in Drain #006 and blockage of the sampler in Drain
- 007 these samples were unable to be collected in April. They will be reported in the next EMR for the month when they can be collected.
I. By letter dated April 3, 1992 the U.S. EPA was requested to approve the continuous discharge of scrubber effluent from the Hydrogen Water Chemistry System which contains potassium hydroxide (K0H)
, that will be diluted to less than 0.005 ppm by PNPS circulating water flow-(BECo Letter 5.92.043).
J. Approximately 40 cubic yards of sand were removed from the concrete _ surfaces of the intake structure on April 30, 1992. It was pumped into breakwater crevices above the high tide mark. The I sand removal was necessary to alleviate concerr over its effects on normal operation of mechanical components / traveling screens, and it was expected to not have an adverse environmental impact. l The removal operation was in accordance with Part I, Paragraph A.l.o. of the NPDES Permit.
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ATTACHMENT 2 TO BECO LETTER 5.92- 064 OISCHARGE HONITORING REPORT
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