ML20125D550
| ML20125D550 | |
| Person / Time | |
|---|---|
| Site: | Pilgrim |
| Issue date: | 11/30/1992 |
| From: | Rothert W BOSTON EDISON CO. |
| To: | ENVIRONMENTAL PROTECTION AGENCY, MASSACHUSETTS, COMMONWEALTH OF |
| References | |
| BECO-5.92.161, NUDOCS 9212150268 | |
| Download: ML20125D550 (8) | |
Text
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BOSTON EDISON ?
25 Raintree no Park Bra,ntree. Manachut.etts 02184
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Dc:cmber 10, 1992 7 BECo 5.92.161 NPDES Program Operations Section (WCP)
Envi'*onmental PrC.ection Agency ,
P.O. Box 8127 Boston, MA 02114 Massachusetts Division of Water Pollution Control Lakeville Hospital ;
Lakevilln, MA 02346 Dhcharge Monitorina Reppd
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 November 1992.
's y- .
W. C. Roth RDA/ cab /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 '
475 Allendale Road -
King of Prussia, PA 19406 Senior NRC Resident Inspector Pilgrim Nuclear Power Station 1.5C C Ce .
9212150268 921130' /
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I ATTACHMENT 1 10 BECo LETTER 5.92. 161
SUMMARY
P1LORIM I DIEllARDE M0!11]QRlRG REPORI ,
in accordance with the federal Clean Water Act, as amended (3305C 1251 ni ag:
the " CWA"), and the Massachusetts Clean Water Act, as amended (M.G.L.; Chap. ;
21, 26-53), regarding offluent limitations, monitoring requirements and other i conditions set forth in the Pilgrim NPDES Permit (federal Permit Number i MA0003557, and State Permit Number 359), parts I and 11, the following l Informatica is submitted for the period November 1992. I I. 01Ehpr9tEq101sleyltml in this Rengri DisthatgLEgJn! Oischarye IdenL111C3110D 001 Condenser Cooling Water
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, 002 Thermal Rackwach for Biofouling Control 003 latake Screen Wash 004, 005, 006, and 007 Yard Drains (April and September) 010 Service Cooling Water 011 Makeup Water and Demincr311zer Waste Discharge
- 11. SJinngry and Notej of Discharge Repolt 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 =t 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 fron system pump capacity and mean ope ating 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 ano 1.00 ppm daily maximum TRC) vior 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 '
i equipped with a " liquid level activator" that comencer 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 assemblics 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.
E. Intake traveling water screens were operated with dechlorinated pumps operating at all times.
F. Sawdust was applied to seek and seal PNPS condenser leaks on November 24(960 pounds), 26(90 pounds), 27(300 pounds), 28(750 pounds), 29(180 pounds) and 30(60 pounds).
G. The following baron and sodium nitrite discharges (ppm) occurred- t in November 1992 from discharge point #001. All discharges were below NPDES Permit limits prior to entering Cape Cod Bay.
Date Gallons Concentration Concentration
- Discharged Discharned Before Discharae Ottcharaed Boron 11/4/92 8,016 1.8 0.0023 11/12/92 9,185 <l.0 <0 0013
<l.0 11/21/92 14,028 <0.0013 Sodium liitrite 11/4/92 8,016 <l.5 <0.002 -
11/12/92 9,185 7.5 0.010 11/21/92 14,028 3.0 0.004
- H. The Pilgrim Station discharge canal fish barriar net was replaced '
with a new net on November 10, 1992.
- l. On November 20, 24 and 30 the PNPS septic system overflowed into an intake storm drain (Point Discharge #007) due to clogging of the septic pipe. A maximum of 250 gallons of septic system-effluent entered this storm drain during each incident with nH, nitrite and-suspended solid levels gener?ly within Permit limits (the only exception was' on November 20 when a pH of 10.9 was l
recordM) . Investigations of the storm drain discharge area in ,
che intake embayment revealed no signs of environmental impact
! (BECo Telecons with the U.S. EPA 4.92.024 and 4.92.025). Efforts I are underway to preclude further septic overflows by maintaining a' ,
L
. preventative routine of septic pipe / tank cleanings, i
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