ML20058P151

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Discharge Monitoring Rept, for Sept 1993
ML20058P151
Person / Time
Site: Pilgrim
Issue date: 09/30/1993
From: Rothert W
BOSTON EDISON CO.
To:
ENVIRONMENTAL PROTECTION AGENCY, MASSACHUSETTS, COMMONWEALTH OF
References
NUDOCS 9310220109
Download: ML20058P151 (9)
v • d • e


Text

.

h sosnw exscw Pilgnm Nuclear Power Station Rocky Hill Road Plymouth. Massachusetts 02360 W. C. Rothert General Manager Technical BECo 5.93.111 October 18, 1993 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 Discharae Monitorina 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 September, 1993.

W. C. Rothert RDA/DMR/nas Attachments:

1. Summary
2. Discharge Monitoring Report cc:

U. S. Nuclear Regulatory Commission r Document Control Desk Washington, DC 20555 U. S. Nuclear Regulatory Commission j

Region I 475 Allendale Road King of Prussia, PA 19406 Senior NRC Resident Inspector Pilgrim Nuclear Power Station 1

2200G 9310220109 930930 I

PDR ADOCK 05000293 KEM R

PDR c,.a

h ATTACHMENT 1 TO BECo LETTER 5.93.111

SUMMARY

PILGRIM I DISCHARGE MONIl0 RING' REPORT in accordance with the Federal Clean Water Act, as amended (330SC 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 II, the following information is submitted for the period September 1993.

I.

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 (May and September) 010 Service Cooling Water 011 Makeup Water and Demineralizer Waste Discharge II.

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 i

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.

j i

.l I

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D.

For stormwater outfalls 004, 005, 006 and 007, Sigma 800 SL Portable Composite Samplers are utilized. The samplers are j

equipped with a " liquid level activ tor" that commences the sampling when the lic,uid 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 conforn to U.S. EPA requirements for collecting oil and grease samples ('JSEPA letter to BECo dated 1/7/92). No additional inputs to these stormwater outfalls occur downstream of the composite samplers' sampling locations.

i 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 September 2(300 pounds), 3(450 pounds), 4(210 pounds), 5(90 i

pounds), 6(60 pounds), 11(300 pounds), 12(240 pounds) and 13(180 pounds).

i G.

The following boron and sodium nitrite discharges (ppm) occurred in September 1993 from discharge point #001. All discharges were below NPDES Permit limits prior to entering Cape Cod Bay.

4 Date Gallons Concentration Concentration Discharaed Discharaed Before Discharae Discharaed Baron f

9/02/93 13,861

<1.0

<0.0013 9/15/93 11,690

<l.0

<0.0013 j

Sodium Nitrite 9/02/93 13,861

<l.0

<0.0013 9/15/93 11,690

<l.0

<0.0013 l

r H.

The following measurements were made in September 1993 for stormwater yard drain Discharge Points 004, 005, 006 and 007.

Suspended Oil & Grease Drain #

Date Solids (ma/1) ma/1 pH(SV) 004 9/10 16.6 4.2 6.4 i

005 9/08 2,977.0 3.6 10.7 006 9/08 19.0 3.5 6.3 007 9/08 464.0 4.1 6.4 Note: The high suspended solids at Drains #005 and #007 may be explained by construction activities and/or coarse material retained by the sampler in the vicinity of these storm drains. The high pH at Drain #005 may be explained.by the periodic discharge of K0H from the electrolytic building as approved by U.S. EPA letter dated July 15, 1992 (BECo Letter

  1. 5.92.087).
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SEE PAGE 5 OF PERMIT PARAGRAPH h FOR 50GIUM NITRATE REPORTING REQUIERMENTS.

ATTACH ALL RELATED REPORTS TO THIS FORM EPA Form 33201 (Rev. 9-88) PriMous editions may be used, tREPLAczS era roRM T ao wNicN M Ay peoT mE usEo 1 PAGE or 00407/93G119-0914 1

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