ML20210T204
| ML20210T204 | |
| Person / Time | |
|---|---|
| Site: | Satsop |
| Issue date: | 04/25/1975 |
| From: | Hulman L Office of Nuclear Reactor Regulation |
| To: | Burke W Office of Nuclear Reactor Regulation |
| References | |
| CON-WNP-1768 NUDOCS 8605290797 | |
| Download: ML20210T204 (1) | |
Text
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t W. C, Burke Section Leader. Applications Section, Effluent Treatment Systems Branch. TR
-HYDROLOGIC ENGINEERING INPUT - POSTULATED ACCIDENTAL LIQUID RADWASTE SPILL n
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ePLANT NAME: WPPSS 3 & 5
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, - ; DOCKET PRIMBERS: 50-508. 50-509
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,. Travel times and dilution factors have been estimated by T. Johnson _ for M
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'4your use in evaluating radionuclide concentrations resulting from a
- 1.."i postulated accidental liquid radwasta spill at the subject plant.
il The present design proposed at WPPSS'3 & 5 calls for a groundwater i
l drainage system to pennanently lower the groundwater table at safety-related buildings. A passive system of vertical and horizontal drains
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is used for this purpose.
In postulating the accidental spill, it was
' assumed that the spill would leak through cracks in the floor, and the contents of the ruptured tank would enter the groundwater drainage
. system of the rate at which the system can accept it. The system dis-
..' charges into Workman Creek..which flows into the Chehalis River northeast -
of the plant. This creek is not used as a source of potable water. The nearest water user (irrigation) is along Workman Creek near its confluence with the Chehalis. The following conservative dilution factorsand travel -
time apply to that location.
Dilution Factor. F = 2 l
Travel Time, t = 1 hr.
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