ML20106C375
| ML20106C375 | |
| Person / Time | |
|---|---|
| Site: | Oyster Creek |
| Issue date: | 09/30/1984 |
| From: | Fiedler P GENERAL PUBLIC UTILITIES CORP. |
| To: | |
| Shared Package | |
| ML20106C368 | List: |
| References | |
| NUDOCS 8410240137 | |
| Download: ML20106C375 (6) | |
Text
.
NJPDES PERMIT 000 5550 b/U Nuclear Corporation Comments for '0yster Creek - September 1984 1.
The Oyster Creek Nuclear Generating Station did not operate during the month of September 1984 as a result of the mintenance/ refueling outage currently in progress.
2.
Circulating wator pumps 1-1 was operated on September 5,14 through 30, 1984.
Circulating water pump 1-2 was operated on September 5 through 10, and 12 through 30, 1984.
Circulating. water pumps 1-3 and 1-4 were operated all days during September.
3.
Dilution pumps 1-1, l-2, and 1-3 were not operated in September.
4.
The main condensers were Jlorinated all days during j
September except September 14, 1984.
5.
The dilution factor for Oyster Creek was six for all days during the month.
6.
Due to operating and calibration problems with the Continuous Chlorine Monitor, daily grab samples are taken with the analytical results determined by amperometric titration.
These data are supplied with the monthly monitoring report as detailed in the letter to your office dated July 25, 1977.
7.
During the third quarter 1984, plant screenings were taken to the Southern Ocean Landfill.
8.
Note on Intake Velocity Determination: Due to the uncertainty regarding the operational status of the circulating water pumps as they were tested following a long outage it was not clear whether or not we would need to determine intake velocity during the month of September and a tide gauge reading was not obtained.
The intake velocity determination for the month of September was based upon a i
conservatively estimated water height of 20 feet.
The intake velocity was estimated to be 1.00 ft/sec average and 1.41 ft/sec maximum. Normally, water height is detennined by j
reading a tide gauge located on the station's intake i
structure. Because the station was operating four circulating water pumps, with six intake ports open and six intake screens operable during the latter half of the month, the intake velocity could only have been exceeded if unusually high water levels (21 ft. or greater) occurred.
Such high water levels have never been measured since we began monitoring water height in 1976.
For the purposes of the September intake velocity calculation, therefore, water
[
height was estimated at 20 feet, a height which has been attained only once since 1976.
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