ML18106A938

Forwards Discharge Monitoring Rept for Salem Generating Station for Permit Number NJ0005622 for Month of Sept 1998. Rept Was Prepared Specifically for EPA & Nj Dept of Environ Protection

ML18106A938
Person / Time
Site:	Salem
Issue date:	10/22/1998
From:	TRUM M J Public Service Enterprise Group
To:	NEW JERSEY, STATE OF
Shared Package
ML18106A939	List: ML18106A938 ML18106A940
References
NUDOCS 9811020144
Download: ML18106A938 (9)

Text

• , Public Service El13ctric and Gas Company P.O. Box 236 Hancocks Bridge, New Jersey 08038-0236 Nuclear Business Unit New Jersey Department of Environmental Protection Division of Water Quality Bureau of Permit Management CN029 Trenton, NJ 08625-0029 . Certified Mail Number P 461 187 841 October 22, 1998 NEW JERSEY POLLUTANT DISCHARGE ELIMINATION SYSTEM DISCHARGE MONITORING REPORTS SALEM GENERATING STATION PERMIT NO. NJ0005622 Attached is the Discharge Monitoring Report for Salem Generating Station containing the information as required in Permit No. NJ0005622 for the month of September, 1998. This report is required by and prepared specifically for the Environmental Protection Agency (EPA) and the New Jersey Department of Environmental Protection (NJDEP). It presents only the observed results of measurements and analyses required to be performed by the above agencies.

The choice of the measurement devices and analytical methods is controlled by EPA and NJDEP, not by the company, and there are limitations on the accuracy of such measurement devices and analytical techniques

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even when used and maintained as required.

Accordingly, this report is not intended as an assertion that any instrument has measured, or any reading or analytical result represents, the true value with absolute accuracy, nor is it an endorsement of the suitability of any analytical or measurement procedure.

Attachments 9811020144 981022 PDR ADOCK 05000272 R PDR, . . : ' ...... ........ . ' . .. ' -

...... .. in J. Trum neral Manager -(Acting) Salem Operations

.. -....,.--.-_*_ 2168 REV. 6194 '

.. \, NJPDES Report September, 1998 C Executive Director -DRBC 2 USNRC -Document Control Desk Unit#1-50-272 Unit#2-50-311 General Manager -Salem Operations Director -Licensing, Regulation, and Fuels M. Vaskis D. Hurka J. Schloss Central Record Facility E. Keating ) 'i NJPDES Report Explanation of Deviations September, 1998 The following explanations are included to clarify possible deviations from permit conditions.

General -v The columns labeled, "No. Ex." on the enclosed DMR, tabulate the number of daily discharge values outside the indicated limits. Data reporting and accuracy reflect the working environment, the design capabilities and reliability of the monitoring instruments and operating equipment.

All reported concentrations are based on daily discharge values. Total residual chlorine is performed three times per week during chlorination unless otherwise indicated.

Analytical values which are less than detectable are reported as zero unless otherwise indicated.

Analytical results for all parameters other than pH, temperature, TSS, TRC and Bioassay results are provided by Raytheon Environmental Services Laboratory. (NJDEP certification 77343) or South Jersey Testing Laboratory (NJDEP certification 06431 ). Bioassay results are provided by New England Bioassay, Inc. (NJDEP certification 46405). Net negative discharge-values are reported-as negative.---

-489C-Flow thru outfall 489 is calculated based on Oil Water Separator Lift Pump run times. . 481-486 -Chlorination of the circulation water system normally does not occur except as otherwise noted. Service water system chlorination is normally continuous and is monitored on the circulating water system outfall. Chlorination of both systems will be indicated by results reported for both and represents their combined effect upon the circulating water outfall.

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• NJPDES Report Explanation of Deviations September, 1998 48C -Non-Radioactive Liquid Waste -This system continues to be operated in a batch mode to treat for hydrazine and ammonia by the addition of sodium hypochlorite.

No hydrazine has been discharged from this outfall during the reporting period. Residual chlorine is monitored at the outfalls of DSN's 481, 482, 484, and 485, *and has not exceeded the permit limits at these outfalls.

The following excursions are included in the attached report and are explained below. Excursions have not endangered nor significantly impacted public health or the environment.

DSN NO. EXPLANATION None COUNTY OF SALEM STATE OF NEW JERSEY I, Martin J. Trum, of full age, being duly sworn according to law, upon my oath depose and say: 1. I am General Manager (Acting) of Salem Generating Station, and as such, am authorized to sign Discharge Monitoring Reports submitted to the New Jersey Department of Environmental Protection pursuant to the Station's New Jersey Pollutant Discharge Elimination System permit. 2. I have reviewed the attached Discharge Monitoring Reports. Pursuant to N.J. A. C. 7:14A-2.4, I certify under penalty oflaw that I have personally examined and am familiar with the information submitted in this document and all attachments and that based on my inquiry of those individuals responsible for obtaining the information, I believe the submitted information is true, accurate and complete.

I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment.

3. The signature on the attached Discharge Monitoring Reports is my signature and I am submitting this affidavit in satisfaction of the requirement that my signature be notarized.

Sworn and subscribed before me this :Jd. day of fJ..e.l..

1998

& PStiG MAPLEWOOD TESTING SERVICES REPORT TO: .Dave Hurka Sr. Staff Engineer -Nuclear PSE&G September 29, 1998 Report No.TP98012

SUBJECT:

DETERMINATION OF CIRCULATING WATER FLOW AT SALEM GENERATING STATION-UNIT N0.1 CONDUCTED BY: Victor Simpson Sr. Test Engineer, Maplewood Testing Services PURPOSE To detennine the flow capacities.of the Unit No.1 circulating water pumps.

SUMMARY

On September 22 and 23, 1998 the Mechanical Division of Maplewood Testing Services conducted a series of test runs at Salem Unit No.1 to detennine the capacities of the 11A, 118, 12A, 128, 13A and 138 (CMS designations H, J, K, M, Land A respectively) circulating water pumps. Final test results are shown in Table 1 and Figure 1. DISCUSSION Discharge pressures could not be measured at the pump due to plugged feeler lines. The total dynamic heads reported were calculated using the pressures measured at the inlet water boxes which were lower than the pump discharge pressures./

The difference in pressure is a result of losses. in the piping between the pumps and the waterboxes.

L Dave Hurka -,-_. -Sr. Staff Engineer--:..

Nuclear PSE&G TEST METHOD September 29, 1998 Report No.TP98012 The circulating water flow rate was determined by fluorometry using MTS Mechanical Division Procedure Mech-40 "Determination of Water Flow Using The Turner Fluorometer".

Rhodamine WT dye was injected into the bell mouth of each pump using % inch PVC pipe with a carrier flow of screen wash water at 3 gallons per minute. The dye was injected at a known rate using a peristaltic pump and a class A burette to measure rate. The diluted sample was retrieved and monitored by taking a sample from the inlet water box piping. The ratio of the injected concentration to the sampled concentration multiplied by the injection flow rate yielded the circulator flow rate. The total dynamic head was obtained by measuring the pump suction head in feet from elevation 100 and the pump discharge head in feet of water at the water box inlet. After correcting for elevation the total dynamic head was calculated as the pump discharge head minus the pump suction head. Mechanical Division cc M. Welker F. T oddf+/-hf

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F:\MAG\TP98012\TP98012.DOC Senior Supervising Test Engineer Mechanical Division GSALEM 0::: w i u.. 0 [ii w u.. 0 :::r: 0 z >-0 ....J 0 I-SALEM GENERATING STATION -UNIT N0.1 TOTAL DYNAMIC HEAD VS. CIRCULATING WATER PUMP FLOW D 'iJ 0 * <> D.. Pump I (11A) Pump H (118) Pump K (12A) PumpM(128)

Pump L (13A) PumpA(138) r**********

• • • • • • • • • • 1******************

401---->--_,_

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GUARANTEE POINT .....

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-' ..... 1 ..... . 0 50 100 150 200 PUMP FLOW -1000 GPM PSE&G Maplewood Testing Services FIGURE 1 Report No. TP98012 September 1998 Pump CMS No. Pump Desig. 11A H 118 J 12A K 128 M 13A L --138 A Table 1 Salem Generating Station Circulating Water Pump Flow Test Maplewood Testing Services Mechanical Division Report Number TP98012

SUMMARY

OF TEST RESULTS Test Measured Pump Date Pump Suction Capacity Head (gpm) (ft h2o) 09/22/98.

172,745 -7.6 09/22/98 173,715 -8.8 09/22/98 177,225 -9.4 09/22/98 160,638 -10.1 09/23/98 177,993 -10.0 09/23/98 185,494 -8.2

• Pump Discharge Head (ft h2o) 16.4 14.7 14.5 15.7 13.7 15.3 Note: Pump suction heads and discharge heads corrected to elevation 100' Total Dynamic Head (ft h2o) 24.0 .23.5 23.9 25.8 23.7 23.5