ML20035G227

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Discharge Monitoring Rept, for Mar 1993
ML20035G227
Person / Time
Site: Pilgrim
Issue date: 03/31/1993
From: Rothert W
BOSTON EDISON CO.
To:
BOSTON, MA, MASSACHUSETTS, COMMONWEALTH OF
References
NUDOCS 9304270022
Download: ML20035G227 (9)
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BOSTON EDISON 25 Braintree Hill Park a

g Braintree, Massachusetts 02184 9

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A ril 16 1993 2

W. C. Rothert BkCo5.9$.034 1

General Manager Technical NPDES Program Operations Section (WCP)

E-Environmental Protection Agency P.O. Box 8127 Boston,.MA 02114 Massachusetts Division of Water Pollution Control Lakeville Hospital Lakeville, MA 02346 Discharae Monitorina Rep' ort

Dear Sirs:

Enclosed is the Discharge Monitoring Report for Pilgrim Nuclear Power Station (PNPS), NPDES Permit Number MA0003557 (Federal) and Number 359 (State).

O The period covered by this report is March 1993.

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W. C. Rother l

RDA/ cab /dar Attachments:

1. Summary
2. Discharge Monitoring Report r

cc:

l'. S. Nuclear Regulatory Commission Document Control Desk g

Washington, DC 20555

[-

U. S. Nuclear Regulatory Commission r

Region I L'

475 Allendale Road King of Prussia, PA 19406 j

Senior NRC Resident Inspector'

' l Pilgrim Nuclear Power Station i

260115 I

I S-9304270022 930331 gDR ADOCK 05000293

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ATTACHMENT 1 TO BEco LETTER 5.93. 034

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SUMMARY

3!

V4 a PILGRIM I DISCHARGE MONITORING REPORT g

in accordance with the Federal Clean Water Act, as amended (33USC 1251 et sea:

the " CWA"), and the Massachusetts Clean Water Act, as amended (M.G.L.; Chap.

9, 21, 26-53), regarding effluent limitations, monitoring requirements and other a'

conditions set forth in the Pilgrim NPDES Permit (Federal Permit Number f$

MA0003557, and State Permit Number 359), parts I and II, the following information is submitted for the period March 1993.

  1. M I.

Discharae Points Covered in this Report D

Discharae Point Discharae Identification r

001 Condenser Cooling Water p

002 Thermal Backwash for Biofouling Control h

003 Intake Screen Wash h

w 004, 005, 006, and 007 Yard Drains (April and September)

N.

y 010 Service Cooling Water 011 Makeup Water and Demineralizer Waste k

Discharge

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II.

Summary and Notes of Discharae ReDort A.

The flow at points 001 and 010 are calculated from system pump k

capacity and are equal to the total for all pumps in each system y,

running at full capacity for a 24-hour period. The flow at 011 is g

measured by noting sump levels before and after discharge.

Flow g

at point 002 is a conservative figure obtained' by calculating flow y

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 Q

calculated from system pump capacity and mean operating time, t

1' B.

The temperatures at points 001 and 002 are measured by resistance y

temperature detectors (RTD's).

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C.

Periodically, total residual chlorine (TRC) concentration in the 3,

service cooling water (010) exceeds Permit requirements (0.50 ppm daily average TRC and 1.00 ppm daily maximum TRC) prior to mixing-g; <

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 P.!

circulating water flow keeps total residual chlorine concentrations discharged to Cape 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 SL Portable Composite Samplers are utilized.

The samplers are 2j equipped with a " liquid level activator" that commences the sampling when the liquid reaches a predetermined level.

This a!

assures a sample is taken "within the first hour of the start of a

?f;'

significant storm event." The intake and collection assemblies of the samplers conform to U.S. EPA requirements for collecting oil

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and grease samples (USEPA letter to BEco dated 1/7/92). No jl additional inputs to these stormwater outfalls occur downstream of F

the composite samplers' sampling locations.

E.

Intake traveling water screens were operated without f<

dechlorination pumps operating on 3/22/93 (20 minutes) because of

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mechanical failure.

F.

Sawdust was applied to seek and seal PNPS condenser leaks in March y

1993 on 3/17(240 pounds), 3/18(90 pounds), 3/20(300 pounds),

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3/22(540 pounds) and 3/23(720 pounds).

G.

The following boron and sodium nitrite discharges (ppm) occurred in March 1993 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 3/18/93 14,028 0.060

<0.0001 3/25/93 9,686 0.016 0.0020 Sodium Nitrite

,1

[l 3/18/93 14,028 6.0 0.008 3/25/93 9,686 30.0 0.039 H.

By telecon on March 29, 1993 (BECo Telecon 4.93.021), the U.S. EPA k'

approved the discharge of a fire water storage tank to the FNPS intake f

embayment in order that maintenance may be performed on it.

The tank i

contains 250,000 gallons of Plymouth town water and will be discharged i

at the rate of 200gpm. The water has no detectable radiological I

activity, pH 6.5, total suspended solids 1.2 ppm, silica 8.9 ppm,

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chlorides 13.3 ppm and nitrites <2 ppm.

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I.

A letter (BECo Letter 5.93 039) from the.U.S. EPA, Region I, dated March I

22, 1993, approves of Boston Edison's commitment to assure fish lifting

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lips are installed on intake screen baskets not having lifting lips, no y*

later than September 1993. This letter also extends the original discharge canal barrier net exemption from U.S. EPA from March 31, 1993, to the end of PNPS Refueling Outage #9.

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