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=Text=
=Text=
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                                    ; UNITED STATES GOVERNMENT pi Memorandum                                      -
.(,
To     : Robert H. Bryan, Chief .                                     DATE:     February 28,1%3 Research & Power Reactor Safety Branch, M S /t FROM : Walter G. Be ter, Chief Environmental & Sanitary Engineering Branch, RD
; UNITED STATES GOVERNMENT
+-
Memorandum pi To
: Robert H. Bryan, Chief.
DATE:
February 28,1%3 Research & Power Reactor Safety Branch, M S /t FROM : Walter G. Be ter, Chief Environmental & Sanitary Engineering Branch, RD


==SUBJECT:==
==SUBJECT:==
C0h2MTS ON BODEA BAY A10MIC . PARK PRELIMINARY HAZARDS
C0h2MTS ON BODEA BAY A10MIC. PARK PRELIMINARY HAZARDS


==SUMMARY==
==SUMMARY==
REPORT (DOCKEI HO. 50-205) .                                   ,
REPORT (DOCKEI HO. 50-205).
RD:DNS:AC:WGB Reference is made to your memorandum of January 31, 1963, to this Division requesting comments on the application by .
RD:DNS:AC:WGB Reference is made to your memorandum of January 31, 1963, to this Division requesting comments on the application by.
Pacific' qas. & Electric Company - Docket 'No. 50-205, to
Pacific' qas. & Electric Company - Docket 'No. 50-205, to
          +us                                 construct and operate a nuclear reactor at Bodega Bay, California. Our comments and reactions to the report are su::nnarized in the following paragraphs.
+us construct and operate a nuclear reactor at Bodega Bay, California. Our comments and reactions to the report are su::nnarized in the following paragraphs.
Se description of the hydrology of the site is rather brief but appears ad6quate' considering' the fact that the plant is to be located on the ocean. Se~ geologic work appears sound.
Se description of the hydrology of the site is rather brief but appears ad6quate' considering' the fact that the plant is to be located on the ocean.
Se~ geologic work appears sound.
Seismic aspects of the site are discussed in detail by' two of the foremost authorities'in the United States (Tocher'and Housner).
Seismic aspects of the site are discussed in detail by' two of the foremost authorities'in the United States (Tocher'and Housner).
Appendix V states that the site is within about a mile of the so.w                                 San Andreas fault. Se geologic map in Appendix IV indicates that the site is only 1,000 to 1500           feet fran the margin of
Appendix V states that the site is within about a mile of the so.w San Andreas fault. Se geologic map in Appendix IV indicates that the site is only 1,000 to 1500 feet fran the margin of
                                                                                                                    ~
~
3 j                                               the fault zone. Although this difference in distance probably is not significant to Housner's analysis, it is a discrepancy.
3 j
l                                               More detailed data from Dames and Moore's seismic survey (Appendix V, Figures 1 and 2), particularly the ' shot-hole and core-hole data, should have been included as part of this' report. Bis information could be used to interpret -
the fault zone. Although this difference in distance probably is not significant to Housner's analysis, it is a discrepancy.
l More detailed data from Dames and Moore's seismic survey (Appendix V, Figures 1 and 2), particularly the ' shot-hole and core-hole data, should have been included as part of this' report. Bis information could be used to interpret -
ground water conditions as indicated in Section V, Par. F-2.
ground water conditions as indicated in Section V, Par. F-2.
Be site presents no particular hydrologic problems, inasmuch as surface drains 6e vill be engineered to drain into catchments that can be pu:nped into the liquid vaste handling system 1 (p. V-10, Par. F-1). Seismological' aspects of the site are serious, but ' appear to have been investigated thoroughly and i
Be site presents no particular hydrologic problems, inasmuch as surface drains 6e vill be engineered to drain into catchments that can be pu:nped into the liquid vaste handling system 1 (p. V-10, Par. F-1).
                              ,                presumably can be designed for. .               g 7 ,*
Seismological' aspects of the site are serious, but ' appear to have been investigated thoroughly and i
i                                                                                                r ~,
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              ,                                                          Robert H.~ Bryan                               -                                                                                                       -l 1
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l Concerning the section on radioactive waste disposal,:the.                                                                                                   j infomation as presented is incoraplete. No estimates ofL.
l Concerning the section on radioactive waste disposal,:the.
                                                                                                                                                                                                                                        ]
j infomation as presented is incoraplete. No estimates ofL.
                                                                      ~ li. quid.vaste volumes or characteristics are 61ven on which to base' storage tanld requiren .nts, . capacity.'of treatment;.                                                                                           ]
]
unit #such..as the'denineraliz                                             evaporator,.etci Ho' doubt
~ li. quid.vaste volumes or characteristics are 61ven on which to base' storage tanld requiren.nts,. capacity.'of treatment;.
                                                                                                                                                                            ~
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the~ experience from VBdR.and Dresden has been.utiliced but .
unit #such..as the'denineraliz evaporator,.etci Ho' doubt
des 61 n data has not been provided or described in the report;'                                                                                           .;
~
therefore, . it;is not possible to detemine the adequacy;of:
the~ experience from VBdR.and Dresden has been.utiliced but.
                                                                      . the proposed ' system.
des 1 n data has not been provided or described in the report;'
(         '
6 therefore,. it;is not possible to detemine the adequacy;of:
                                                                                                                                                                                                                                    .a
. the proposed ' system.
                                                                    - Comments on the.meteorolo61dall aspects.'of the proposed project;                   .
(
                                                                                                                                                                                                                      ,    e
. a
                        ; +                                            have been' transmitted by separate memorandum to:Haer R. Pricef.
- Comments on the.meteorolo61dall aspects.'of the proposed project; e
dated February 15,'1963 . We: agree with the comment that g,l,$, i$.                                                                                                                                                                                                             .)
have been' transmitted by separate memorandum to:Haer R. Pricef.
          *''                                                          results of studies.bein6 conducted at Humboldt Bay on plume:                                                                                                       l J
; +
behavior in the vicinity of' elevated' ground, includin6 marine -
dated February 15,'1963. We: agree with the comment that
inversion conditions,"should be! evaluated by' the' Pacific Gas and El.ectric Company in order to' determine. pemissible stack--
.)
emission-limits.                                                                                                                                         ,
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results of studies.bein6 conducted at Humboldt Bay on plume:
l behavior in the vicinity of' elevated' ground, includin6 marine -
J inversion conditions,"should be! evaluated by' the' Pacific Gas and El.ectric Company in order to' determine. pemissible stack--
emission-limits.
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Latest revision as of 07:04, 3 December 2024

Comments on Bodega Bay Atomic Park Preliminary Hazards Summary Rept,In Response to 630131 Request.Seismological Aspects of Site Are Serious,But Can Be Designed for
ML20234B253
Person / Time
Site: 05000000, Bodega Bay
Issue date: 02/28/1963
From: Belter W
US ATOMIC ENERGY COMMISSION (AEC)
To: Bryan R
US ATOMIC ENERGY COMMISSION (AEC)
Shared Package
ML20234A767 List: ... further results
References
FOIA-85-665 NUDOCS 8709180330
Download: ML20234B253 (3)


Text

--

.~

C- 058 y ~, m~...

f

.(,

UNITED STATES GOVERNMENT

+-

Memorandum pi To

Robert H. Bryan, Chief.

DATE:

February 28,1%3 Research & Power Reactor Safety Branch, M S /t FROM : Walter G. Be ter, Chief Environmental & Sanitary Engineering Branch, RD

SUBJECT:

C0h2MTS ON BODEA BAY A10MIC. PARK PRELIMINARY HAZARDS

SUMMARY

REPORT (DOCKEI HO. 50-205).

RD:DNS:AC:WGB Reference is made to your memorandum of January 31, 1963, to this Division requesting comments on the application by.

Pacific' qas. & Electric Company - Docket 'No. 50-205, to

+us construct and operate a nuclear reactor at Bodega Bay, California. Our comments and reactions to the report are su::nnarized in the following paragraphs.

Se description of the hydrology of the site is rather brief but appears ad6quate' considering' the fact that the plant is to be located on the ocean.

Se~ geologic work appears sound.

Seismic aspects of the site are discussed in detail by' two of the foremost authorities'in the United States (Tocher'and Housner).

Appendix V states that the site is within about a mile of the so.w San Andreas fault. Se geologic map in Appendix IV indicates that the site is only 1,000 to 1500 feet fran the margin of

~

3 j

the fault zone. Although this difference in distance probably is not significant to Housner's analysis, it is a discrepancy.

l More detailed data from Dames and Moore's seismic survey (Appendix V, Figures 1 and 2), particularly the ' shot-hole and core-hole data, should have been included as part of this' report. Bis information could be used to interpret -

ground water conditions as indicated in Section V, Par. F-2.

Be site presents no particular hydrologic problems, inasmuch as surface drains 6e vill be engineered to drain into catchments that can be pu:nped into the liquid vaste handling system 1 (p. V-10, Par. F-1).

Seismological' aspects of the site are serious, but ' appear to have been investigated thoroughly and i

presumably can be designed for..

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l Concerning the section on radioactive waste disposal,:the.

j infomation as presented is incoraplete. No estimates ofL.

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~ li. quid.vaste volumes or characteristics are 61ven on which to base' storage tanld requiren.nts,. capacity.'of treatment;.

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unit #such..as the'denineraliz evaporator,.etci Ho' doubt

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the~ experience from VBdR.and Dresden has been.utiliced but.

des 1 n data has not been provided or described in the report;'

6 therefore,. it;is not possible to detemine the adequacy;of:

. the proposed ' system.

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- Comments on the.meteorolo61dall aspects.'of the proposed project; e

have been' transmitted by separate memorandum to:Haer R. Pricef.

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dated February 15,'1963. We: agree with the comment that

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results of studies.bein6 conducted at Humboldt Bay on plume:

l behavior in the vicinity of' elevated' ground, includin6 marine -

J inversion conditions,"should be! evaluated by' the' Pacific Gas and El.ectric Company in order to' determine. pemissible stack--

emission-limits.

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