BECO-88-111, Discharge Monitoring Rept for Jul-Sept 1988
| ML20205M619 | |
| Person / Time | |
|---|---|
| Site: | Pilgrim |
| Issue date: | 09/30/1988 |
| From: | Bird R BOSTON EDISON CO. |
| To: | ENVIRONMENTAL PROTECTION AGENCY, MASSACHUSETTS, COMMONWEALTH OF |
| References | |
| BECO-88-111, NUDOCS 8811030166 | |
| Download: ML20205M619 (19) | |
Text
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4 Attachment 2 of BECo Letter 88-111 DISCHARGE HONITORING REPORT k
esttn3o166 880930 PDR ADOCK 05000293 9 \\
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E. Thirty day average, intake screen wash (003) flow periodically exceeds Permit levels (0.336 HGD) because of continuous screen washing required for removal of heavy debris loads, caused by coastal storms. A letter requesting an increase in this Permit limit from 0.336 HGD to 2.02 HGD was sent to T.E. Landry of the USEPA Compliance Branch (BECo Letter 5.84.048) on December 13, 1984.
F. Intake traveling water screens were operated without dechlorination pumps operating on 7/5, 7/18 and 7/25. There was one occurrence on each date unless otherwise noted.
G. A July 5, 1988 telecon (BECo Tt*tcon 4.88.028) was made to the USEPA to obtain approval to discharge approximately 10,000 gallons of water from the PNPS Heating System to Cape Cod 8ay, with the dilution of one circulating seawater pump. The discharge was necessitated to conduct maintenance on the Heating System. It was passed through the neutralizing sump and contained 800 ppm of nitrites.
H. An August 15, 1988 letter (8Eco Letter 88-065) was sent to the USEPA confirming their verbal concurrence with the removal of approximately 140 cubic yards of sand from the concrete floor of the PNPS intake structure. The sand removal was necessary to alleviate concern over its effects on mechanical components if drawn through the Station, and it was expected to have no environmental impact.
I. A letter from the USEPA dated September 9, 1988 confirmed the PNPS NPDES Permit renewal schedule and the continuance of the expired (9/8/88) Permit under the Administrative Practices Act until renewal is completed.
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FG4MERLY DESIGNATED DISCHARGE 0013. S AMPLES TAKEN IN COMPLI ANCE WITH THE MONITORING REQUIREMENTS SPECIFI5 0 A BOVE SHALL BE TAKJN AT f POINT PRIOR TO MIXING WITH ANY OTHER STREAM. SEE PG 11 OF P:RMIT F0c itIOLOGI i' A l M O N Y Y n D Y a.' C D C Off f RFu m edJ L amartacas sea romes v.ao v.usen esay nov se unto.e PAGE osi-EPA ferai 3320-1 (Re .10-79)Pasvsoue v=ris, eve-t soitsom vo ma usso is sm-averso 014'9/102987-1652 1
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- DsSCH ARG'Z MONETORING REPORT enac2p MMM a2 =_s _ a D i I.Q M _ F D # 1_PI E G RLM _ PLANT _ _ _ _ _ _ * ' '"b "
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- A F@rm 3320-1 (Rev.10-79) rmavious u=riL ece Lvcomo. 1 s==Au e to er.in 01451/102987-16i2 1
Attachment 1 of BECo Letter 88-111
SUMMARY
EILGRIM I DISCHARGE MONITORING REPORI In accordance with the Federal Clean Hater Act, amended (33USC 1251 (t. Seg: the "CHA"), and the Hass.tchusetts Clean Water Act, as amended (H.G.L.. C21, 26-53), regarding effluent limitations, monitoring requirements and other conditions set forth in the Pilgrim NPDES Permit (Federal Permit Number HA0003557, and State Permit Number 359), Parts I and II, the following information is submitted for the period July 1, 1988 - September 30, 1988. I. Discharge Points Covered in this Report Discharge Point Discharge Identificatiort 001 Condenser Cooling Hater 002 Condenser Backwash and Slime Control 003 Intake Screen Wash 010 Service Cooling Hater 011 Hakeup Hater and Demineralizer Kaste Discharge II. r and Notes of Discharge _ Report Suma_rl A. The flow at points 001 and 010 are calculated from system pump capacity and are equal to the total flow 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. Flow at poirit 002 is a conservative figure obtained by calculating flow if backwashing took place for 24 hours. Flow at point 003 is calculated from system pump capacity and mean operating time.
- 6. The temperature at points 001 and 002 is measured by resistance temperature detectors (RTD's).
C. Periodically, total residual chlorine (TRC) concentration in the service cooling water (010) exceeds Permit requirements (0.25 ppm daily average TRC and 0.50 ppm daily maximum TRC), primarily because of the number of service water pumps in operation. Chlorine levels are lowered as a coirective measure although the dilution provided by the circulating water flow keeps total residual chlorine concentrations discharged to Cape Cod Bay below 0.1 ppm. D. Via USEPA letter to boston Edison Company dated December 1, 1983, Pilgrim Station has been given permission to increase its Service Cooling Hater (010) flow rate from 11.7 millien gallons / day (MGD) to 19.4 HGD. A
,' g N'
4: i somwasaw Pilgnm Nuclear he staten Q Rocky H.h Road
\1 Ptymouth, Massachusetts o236o '1-t i
Ralph G. Bird BECo 88-111 Senct V<e President - Nuclear United States Environmental Protection Agency october 28, 1988 Region I , Permits Processing Unit - Room 2109
}
John F. Kennedy Federal Building ! Boston, MA 02203 i i Massachusetts Division of Hater Pollution Control ; Lakeville Hospital ' Lakeville, MA 02346 j License DPR-35 Docket 50-293 { DISCHARGE MONITORING REPORT j
Dear Sirs:
Enclosed is the Discharge Monitoring Report for Pligrim Nuclear Power Station ! (PNPS). NPDES Permit Number MA0003557 (Federal) and Number 359 (State). t The period covered by this report is July 1, 1988 through September 30, 1988. , RDA/gpH624 t Attachments: 1. Summary i
- 2. Discharge Monitoring Report cc: U. S. Nuclear Regulatory Commission Region I [
j 475 A11enda)e Road t King of Prussia, PA 19406 l U. S. Nuclear Regulatory Commission Attn: Document Control Desk I' Hashington, D.C. 20555 Senior NRC Resident Inspector Pilgrim Nuclear Power Station j i
- l q\ _ _ _ _
i}}