ML20115F221
| ML20115F221 | |
| Person / Time | |
|---|---|
| Site: | Pilgrim |
| Issue date: | 09/30/1992 |
| From: | Kraft E, Wagner E BOSTON EDISON CO. |
| To: | MASSACHUSETTS, COMMONWEALTH OF |
| References | |
| BECO-5.92.133, NUDOCS 9210220336 | |
| Download: ML20115F221 (10) | |
Text
{{#Wiki_filter:. - . - ~ BOSTON EDISON 25 Bruintree Hill Office Park Braintree, Massachusetts o2184 October 16, 1992 e.[ gin..nng BEco 5.92.133 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 1992. L Ed t-E. J. Wagner-RDA/cic/dmr Attachments: 1. Summary
- 2. Discharge Monitoring Report cc: U.S.NuclearRegulatoryCommission/
Document Control Desk Washington, DC *0555 U. S. Nuclear Regulatory Commission Region 1 475 Allendale Road-King of Prussia, PA 19406 Senior NRC Resident Inspector Pilgrim Nuclear Power Station
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- q 9210220332920930 PDR E ADOCK 05000293 PDR.
ATTAttiMENT 1 TO BECo LET N R 5.92. 133
SUMMARY
PILGRIM I DISCHARGE MONITORING REPOR1 In accordance with the Federal Clean Water Act, as amended (33VSC 1251 21 .s1.q: 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 1 and 11, the following information is submitted for the period September 1992.
- 1. Discharae Points Covered in this Report Discharae Point Discharae Identificitt_ian 001 Condenser Cooling Water 002 Thermal Backwash for Biofouling Control 003 Intake Screen Wash 004, 005, 006, and 007 Yard Drains (April and September) 010 Service Cooling Water 011 Makeup Water and Domineralizer Waste Discharga 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 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 )oint 002 is a conservative figure obtained by calculatino flow if Jackwashing took place for 24 hours. 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 :hlorine (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 concentra'. ions 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 Compostte Samplers are utilized. The samplers are equipped with a "liouid level-activator" that commences the sampling when the-liquid reache.; a predetermined level. This assures a sample is taken '% thin the first hour of the start of a significant storm event." The intake and collection assemblier of the samplers cuform to U.S. EPA requiremente for collecting oil
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u and grease n mples (BECo Letter 5.92.005). No additional inputs to these ' .rmwater outfalls occur downstream of the composite samples' sampling locations.
.[a E. Intake traveling water screens wert 4 srated with uechlorinated pumpe aperating at all times-
- f. Sawdust was applied to seek and seal PNPS ct fenser leaks on t _ September 3(240 pounds), 4(180 pot:nds), 5(320 pounds), 6(540 y- pounos), 12(360 pounds) and 13(540 pounds),
f'c .. The following boron and sodium nitrite discharges (ppm) occur ed D= in September 1992 from discharge point #001. All discharges were W below NPDES Permit limits prior to entering rape Cod Bay.
*~ _
Date G-i!ons Concentration Concentration Qischaraed Dischjroed Eefore Discharoe Discharaed s ' ' Boron 9/3 11,857 <1.0 <0.0013 9/11 9,35 <l.0 <0.0013 N 9/23 10,35., -1.0 <0.0013 9/29 10,35s J0 <0.0013 Sodium Nitrite i, 11,857 <20 <0.03 9/11 9,352 <20 <0.03 = ' 9/23 10,354 <20 <0.03
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. 10,354 <20 (0.03 H. The follcwing measurements were made in September 1992 for stormwater yard drain Discnarga Points 004, 005, 006 and 007.
Suspended Oil & Grease Drain # Date Solids (ma/1) 'ma/1) pH{SU) 004 9/3 24.2 3.4 5.8 005 9/3 119.0 1.9 6.5 006 9/3 24.8 4.1 4.S 007 9/23 4.5 0.0 6.9 NOTE: The low pH value at Drain #s 004 and 006 may bc explained by a low natural rainwater event pH of 4.2 on 9/3/92._ The high suspended solids at Drain #005 may be explained by extensive excavation and construction activities in the vicinity of this storm drain. b _ s
I. On September 22, 1992 a telephone call was made to U.S. EPA to " inform them of the overflow of the PNPS septic system into an intake storm tirain (Point Discharge #007) due to clogging of the septic pipe. A maximum of 500 gallons of septic system effluent - entered this storm drain with a pH of 7.3, suspended solids 'f 21 ppm, nitrite concentration of 5.0 ppm, and no isotopic activity. Investigation of the storm drain discharge area in the intake j embayment revealed no signs of environmental impacts (BEco Telecon 4.92.0?l). i
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COMMENT AND ERPLANATION OF ANY VIOLAYlONS '(/feferfort e# widesth8mfmit here) TW T ,.J P M o T if R E OF THIS DISCHARGE SHALL AT NO TIML EXCEED THE TEMPERATURE OF THE INTAKE WATER. ALL FISH 5 H t L L F- I T ri AND OTHER ORG8<NISMS COLLECTED uR TRAPPED.ON INTAKE SCREEN SHOULO BE RETURNED TO WATER _. - - . . - . . . . - -- -__ ,. __ EFA FoWrPJ3304(Aew)m.34;'m,vioWetrjgesygly %IedP 13 8 ^ N F MM.AM8e MFome %hlild A EnRv sJM sE DiuM "'- - . - . . . ^'"";"'*
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paats-404.T48--00-4.1_ PIL&RDLPLAET___._._ (1-m (17471 MAJOR Form Approved. ; 3**lE**.acCK.Y._48YLL oOAD___.__-_ _ _ _ _ _ _ _J1A0003557 01O A ! (SUBR S )OMB No. 20404XW.
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FLOW RATE SHAL , CONTIN 0tes Citt021NAT10N OF S2RVICE WATER SYSTEM MAY BE USED FOR MACR 0 INVERTEBRATE CONTROL. l L rt ESTI?OTFD ROM PUMP CAPACITY CURVES AND OPERATIONAL K00RS. ,A., ,, 5PA Form 33204 (Rev. 9 88) Prowdous editions maybe used. saaetACES EPA Pown v-est ovNica m Av Nor es usf o. 1
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