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BOSTON EDISON25 Braintree Hdi Office Paik

Braintree. Massachusetts 02184

c 'P seNuclear Engneermg

July 16, 1992

BEco 5.92- 086

NPDES Program Operations Section (WCP)Environmental Protection Agency -

P. O. Box 8127Boston, MA 02114

Massachusetts Division of Water Pollution Control *

Lakeville HospitalLakeville, MA 02346

DISCHARGE MONITORING 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 June 1992.

6 -WE. J. Wagner

RDA/ cab /6438

Attachments: 1. Summary2. Discharge Monitoring Report

cc: U. S. Nuclear Regulatory CommissionDocument Control DeskWashington, DC 20555

U. S. Nuclear Regulatory CommissionRegion 1475 Allendale RoadKing of Prussia, PA 19406

Senior NRC Resident InspectorPilgrim Nuclear Power Station

9207220183 920630|' PDR ADOCK 05000293

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ATTACHMENT 1 TO BECO LETTER 5.92-086

SUMMARY

PILGRIM I DISCHARGE MONITORING REPORI

In accordance with-the Federal Clean Water Act, as amended (33USC 1251 gt seg:the " CWA"), and the Massachusetts Clean Water Act, as amended (M.G.L.; Chap.

-21,-26-53), regarding effluent limitations, monitoring requirements and otherconditions set forth in the Pilgrim NPDES- Permit (Federal Permit NumberMA0003557,-and State Permit Number 359), parts I and II, the followinginformation is submitted for the period June 1992.

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I. Discharae Points Covered in this Report .

Discharae Poitit Discharae Identification

001 Condenser Cooling Water

002 Thermal Backwash for Biofouling Control

003- Intake Screen Wash

004, 005, 006, u.d 007 Yard Drains (April and September),

010 Service Cooling Water

011 Makeup Water and Demineralizer Waste*

Discharge

II. Summary and Notes of Discharge 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 discharge. Flowat point 002 is a conservative figure obtained by calculating flow ifbackwashing took place for 24 hours. Flow at point 003 is calculctedfrom system pump capacity and mean operating time. ,

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! B. The temperatures at points 001 and 002 are measured by resistancetemperature detectors (RTD's).'

C. Periodically, total residual chlorina (TRC) concentration in theservice cooling water (010) exceeds Permit requirements (0.50 ppmdaily average TRC and 1.00 ppm daily maximum TRC) prior to mixingwith any rther stream, primarily because of the number of servicewater pumps in operation. Chlorine injection levels are lowerec as acorrective measure. The dilution provided by the PNPS circulati19water flow keeps total residual chlorine concentrations discharged toCape Cod Bay below the NPDES Permit limit of 0.1 ppm.

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D. For stormwater outfalls- 004, 005, 006 and 007, Sigma 800 SLPortable Compo.'ite .amplers are utilized. . The samplers areequipped with ; " liquid level activator" that commences thesampling when tne liquid reaches a predetermined level. Thisassures a sample is taken "within the first hour of the start of asignificant storm event." The intake and collection assemblies of

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the samplers conform to U.S. EPA requirements for collecting oil iand grease samples (BECo. Letter 5.92.005). No additional inputs to |these stormwater outfalls occur downstream of the compositesamplers' sampling locations.

E. Intake traveling water screens were operated without dechlorinationpumps operating on' June 9 (2 times) because of-a blown fuse. Thefuse was replaced and the pumps havo been operating consistently.

F. Sawdust was applied to seek and seal PNPS condenser leaks on June.16 (60 pounds), 19 (90 pounds), 24 (90 pounds) and 27 (60 pounds).

G. The following boron and sodium nitrite discharges (ppm) occurred inJune 1992 from discharge point #001. All discharges were belowNPDES Permit limits prior to entering Cape Cod Bay.

Date Gallons Concentration ConcentrationDischaraed Djtssharced Before Discharae Discharaed

Boron

6/12/92 12,024 <0.05 <0.001.6/21/92- 13,360 <0.05 <0.001

Sodium Nitrite

6/12/92 12,024 <20.0 <0.026,.

| 6/21/92' 13,360 85.0 0.111

H. The following measurements were made in June 1992 for stormwateryard' drain Discharge Points 006 and 007.

Suspended Oil & Grease| Drain # Dal_e_ Solids (ma/1) (ma/1)_ _ DHfSU)

006 6/6/92 13.4 <l.0 6.5007 6/6/92 29.5 45.3 6.7

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NOTE; Because of insufficient rainfall flow in Drains #006 and- #007, ce blockage of the sampler in Drain #007 thesesamples were unable to be collected in April and May. Thehigh oil and grease measurement at Drain #007 is currentlybeing investigated as to its cause.

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I. By telecon on June 19, 1992 the U.S. EPA was informed of overflow ofthe PNPS septic system into an intake storm drain (Point Discharge#007). A maximum of 500 gallons of septic system effluent entered:

this storm drain with a pH of 7.2, suspended solids of 22 ppm, nodetectable nitrites, and no isotopic activity. Investigation ofthe storm drain discharge area in the intake embayment revealed nosigns of environmental impacts (BECo Telecon 4.92.015),

J. Approximately 40 cubic yards of sand were removed from the concretesurfaces of the intake structure from June 3-5, 1992. It was .

pumped into breakwater crevices above the high tide mark. The sandremoval was necessary to alleviate concern over its effects onnormal operation of mechanical components / traveling screens, and itwas expected to have no adverse environmental impact. The removaloperation was in accordance with Part 1, Paragraph A.I.o. of theNPDES Permit.

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ATTACHMENT 2 TO BECO LETTER 5.92-086

DISCHARGE MONITORING REPORT

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