ML20235B710
| ML20235B710 | |
| Person / Time | |
|---|---|
| Site: | 05000000, Bodega Bay |
| Issue date: | 05/15/1958 |
| From: | MCHURON, C.E. |
| To: | |
| Shared Package | |
| ML20234A767 | List:
|
| References | |
| FOIA-85-665 NUDOCS 8709240199 | |
| Download: ML20235B710 (19) | |
Text
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CLARK E. McHURON -
,. - CONSULTING ENSINttettN2 OEOLOGIST I 5 P. 9 Fob &N& DRIVE p e k u e n t. C A L e r o m u l a vitamons Lymt i. toes . /
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.I CENERAl. FE l ' DEPARTMU4T OF D10!!EEP.iNG 1.
RECONNAISSANCE ENGINC:RI:iG GE0IDGICAL REPORT BODE 3A BAY PO'.YER FIANT SITES CALIFORNIA 4 1
.3 Pr'e pared for-a Pacific Gas and 51ectric Company 1
i May 15, 1958 O
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, 3 CONTENTS P"8' .
INTRODUCTION - - - - - - - - - - - - - - - - - - 1 General ~
- - - - - - - - - - - - - - - - - - - - - - 1 Purpose and Scope - - - - - - - - - - - - - - - - - ~ ~ 1 GE0IDGI - - - - - - - - - - - - - - - - - - - 1 General - - - - - - - - - - - - - - - - - - - .1-Quarts-Diorite - - - - - - - - ----- 2 Sand Dunes - - - - - - - - - - - - - - - - - - - 2-Marine? Sediments -----------------L-- 2 Fault Gauge and Broonia --------------------- 2 RIGINEI: RING GECIDGY - 3 General 3
- 1) On the Quartz-Diorite - - - - - - - - - - - - - - - - - 3 General - - - - - - - - - - - - - - - - - - - - 3 la) Uussel Point - - - - - - - - - - - - - - - - - - 3 lb) Bodega Esad. - - - - - - - - - - - - - - - - - - - - . 4 Underground Bodega Head Power Plant - - - - - 4-2}
31 On the West Branch of ths, Fault . Straddling the
- Quarts-Diorite, Fault Gouge and Breccia, and Marine?
Sediments - - - - - - - - - - - - - - - - - 5
- 4) ,on the Marine? Sedimente - - - - - - - - - - - - - - - 5
- 5) Sand Dunes' ----------------------- 6 SAN ANDREAS FAULT ZONE , ------------------ 7 General - - - - - - - - - - - - - - - - - - - -
7 COMPARATIVE FRE-DVmTIGATION T;1GINFERING GE01CGICt.L OPHfIOS EGARDING ALTTE!! ATE S1 TIS - 8 Sue g ------ --------.------ 9 CONCI/3SIONS - - - - - - - - - - - - - - - - - - - - - 10
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. 1 m INT 20 DUCTION 1 l
General
' In the company of Mr. Gordon L. Coltrin, Mr. Ford F. Mauts, and Mr.
Pete Postoni of Pacific Gas and 21eotric Company and in a company vehiole, the writer visited the proposed site of the Bodega Bay Power Plant on Bodega Head, Sonoma County, California. This was a one day field trip from and returning to San Francisco on May 1,1958 The weather was sufficiently foggy to preclude the best calor i photography but did not effect these engineering geological conclusions at this stage of planning.
Purnese anA Soone -
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The general site of the proposed Bodega Bay Power Plant is known and i
recognized to be within and very close to the San Andreas Fault Zooe.
The San Andreas Fault is known to be active and to have been active J in the past. This raises a cost important question which was posed to the writer 'Is it feasible to make the necessary land purchase ,
1 arrangements to undertake the development of a Steam Plant at this location'. ].
The writer was requested to look at the proposed site, make a limited study of available dath and make recommendations. Thic pr311minary l report was made to comply with that request.
GEDIDGY Genermi
~ ~'T The reports of general geology of areas which include Bodega Head and Bodega Bay were reviewed. No detailed geological report of the area was found.
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in general, Bodega Iload is mapped as being chiefly Quartz Dicrite 2
(" granite"). It is of general interest that this is the most northerly exposure of thlm particular rock which is cut-off to the ,,
. eastward here by the . San Andreas Fault Zone.
Sand Dunes s
The moving and partly arrested sand dunes are exposed between the .
east and the west branches of the San Andreas Fault Zone.
i Marine? Sediments Small exposures of dark, blue-green marine? sediments were observed
- at the base of the sand dunes and in ths vicinity of the west branch of the San Andreas Fault Zone. Identification as to which of the marine or continental sediments these were was not made. They are assumed to be marine 7 sodteents at this time for this reconnaisse.noe report.
Fault Gouce and Lreceis .
The fault contact of the West Branch and the Quartz-Diorite was not observed on the Bodega Bay side. A very narrow fault gauge and breccia zone, a few feet in width, was observed at t vo exposures in Horseeboe Cove at the contact of the West Branch of the San Andreas Fault Zone and the Quartz-Dicrite.
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~ It appears that there are fin possible types of combinations ,
foundation and " fault. wise" for the proposed Bodega Bay Power Plant site. They are 1) on the Quarts Distite; 2) underground in the Quarts Diorite; 3) on the west branch of the fault straddling tho' i
, Quarts.Diorite, fault gauge and breceia, and marinet sediments).
- 4) on the marinet sediments; and $) on the sand dunes above the marinet sediments. Certa'in of the above are eliminated as feasible sites in the opinion of the writer.
. 1) On the Quarts Diorite '
~
9snant - From the standpoint of foundation and subsequent novement along the San Andmas Fault Zone the Bodega Bay Power Plant would be most satisfactorily locatad first on the Quarts. ,
Diorite o= posed on Bode;;a Head and second, en the Quarts-Diorite exposed .on l'ussel Point.
l 1a) Mussel Point - Although only a few tons of feet of Quarts. J Diarite would have to be eroavated from the high side of the axonvation to place the proposed plant on reasonably sound rock
'i and be reasonably free from the effect of fan 1 ting the available I i
area appears to be at least minima for plant requirements using the area of Sehens no. I shown on Drawing No. 6172..
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Sueh things as heavy salt spray, littla er no ' sand abrasion,' easy l l
assess and transmission, and possible mrimm stack beight are
] s seasidered to be' bearing on the problem more from the engineering than from the engineering geological standpoint, l
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ib) BodegJjg ,- bre is no question in the writer's mind but
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'ht the geology of Bodega Head is the one'most obviously favorable .
to the location of the proposed plant as it would be on reasonably sound harts-Diorite. sway from W ' effects o't subsequent faulting ,
and has sufficient area. However, b oost of drilling, and shoci,ing of this " easy" rook eroavation'oeuld preclude this site if the area shown on'ths' Proposed General Iay Out Sehens No. 1 of Demwing 6172.
saa not be abanged natorially, ,
I From b standpoint of both the foundation and the effects of subsequent movements along the San Andreas Fault '2due ~this site is superior to all others in the opinion of tbs writer. If a suitable lay-out scheme for the topography could be designed with a minimum -
. 7 of rook excavation this site might be competitive from the soonomio
] standpoint. Engineering geologia faotars effecting this site would ,
be minima possible design factors consistent with more favorable foundation and sein$io ' conditions, minima. investigations, no sand abrasion and the like, as aga%nst such things as more costly ozoavation and sooess.
- 2) Unearr-ound Bodern Heca Pewar Plant - It is tbs writer's unqualified opinion ht the 'an-oallad- Quarts-Diorite of Bodega Head is. not
.onpable of standing'in a large underground room without considerable i support and lining and theratore by itself is not competitive cost-wise 1
with a surface plant. If oost benefits for an underground plant as such can be attributed to some reason such as defense $+ e the writer's I opinion h t they would have to be substantial percentage-wise in order to be comparabis from a cost benefit standpoint. No really scuso rook .
suitable for an unsupported and unlined underground plant was observed on Bodega Head by b writer.
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~. Fanit Goure and Brecoin. and Marine? Sediments It is the writer's unqualified' opinion that no majcr structure should be so placed as to straddle a known active fault contact such as the 1
West Branch of the San Andreas Fault Zone ~with such vastly different '
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foundation conditions as would be presented by Quarts-Diorite, fau1t gouge and breccia and marine 7 sediments. A structure could be ,
designed to minimise the expected effect but a presumed to be safe structure so designed would not be competitive cost-wise with the j l
more favorable sites in the writer's opinion. '
- 1) On tbs Marin ? SaAiments .
The dark blue-green marine 7 sediments obser ed principally in very '
small exposures were exposed as springs above whieh the water.was
') issuing in usall quantities. The origin of the sediments; marine, ,
continental or both, is an academio question but'their physical charseteristics are most inortant hers. They were obss m d to be saturated and relatively impervious conpared with the sand and looser material superimposed upon them. It was possible to squeeze a handful of this blue-r;reen marine? sedinantary caterial until it exuded betwwen ones fingers in a closed fist. This and other elementary but practical field tests indicate that this sample was made up of considerableplasticsiltsand/orclayswhichareprobablyweathering products of such as Monterey Shale. '
The impervious and plastic nature of this material dould in part be
~
the proximity of the sample to the wert branch of the Sen Andreas i Fanit Zone. However, based on examination'of this fault contact at Earseshoe Cove it is expected that prior to mers detailed field work 5
p that these physical chara;teristice are reprerntative cf these r
(l Aurinet sediments. T'ho marinet sediments are expected to underlie the sand dunes within the area east of the west branch of the San '
Andreas Fault Zone and therefore could effect all sites not on the Quarts-Diorite.
The nature of the marinet sediments seems to indicate in advanoe of investigations that a foundation on or piles in these sediments would be on or in a somewhat plastic imedium. Further it is expected that these marine? sediments fill in all or a considerable portion of the trough of the San Andreas Fault Zone which is here about 8000 feet wide. Stitl further it is reasonable to expoet that theso sediments or similar ones abut both fault scarps. Therefore, any movement along the San Andreas . Fault Zone here could be expected to
] offect'any major structure on or in these marine? sediments.
f M Send Dunes -
The sand dunes rise from a few feet above sea level to cne hundred fifty feet with an average height of about seventy-five feet in the proposed site area of Drawing Number [6172.. The sand dunes have been, are and will continus to migrate southeastward at a rate dependent upon the degree and the effectiveness of dune stabilization undertaken. .
The dune migration must and can be effectively arrosted. Structures such as required for the Bodega Bay Power Plant can be effootively designed for loose sand foundation by some means of a suitably m
designed spread-footing. This type of design could permit the structure to " float" on sand above the assumed plastic marine? sediments which .
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ars probably ona hundred or mere feet in thicknece sad wMch set -
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within the trough of the San Andreas Fault Zone.
Filing driven through the sand to a stiff but plastio pa tinef sediments or shales could be, in the opinion of the writar, subjected to and effected by the slightest tremor felt in this arsa along the San Andreas Fault Zone and thus be objectionable.
SAN ANDREAS FAULT ZONE .
General '
It can not b3 over emphasised that the San Andreas is not a single fault but a fault zone. Here that fault zone measures about 2000 feet in width. That which is seen by eye here are the bomkries of this sone which is one and one ' half miles in width. It asy here
, he two relatively clean faults'at the borders with sound rock.in
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between. However, it seems more realistic to the writer to assume that one or more if not much of the fault zone is broken up by otherfaultsand/ortheeffectsoffaultingwhichherewouldbeunder the marine 7 sediments which in turn are under the sand dunes'.
Seismic records show that Bodega Bay has not been the epioenter of a recorded earthquake of the Richter intensity magnitude greater s
than three. Instruments and their locations make it difficult if not impossible'to detect and pinpoint' opioenters with an intensity less than magnitude three in this area. Thus history shows that Bodega Bay area has been much less active seismically than .the San l
. Francisco Bay Area. .
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It any be good to keep in mind that this'probles is 'act one of past history but what will happen within the design life of the prspesed ('
i Bodega Bay Power Plant. It is impossible to satisfactorily answer the problem "What will happen movement-wiset". .The only really safe way would be to locate the structure on Bodega Head where reasonably' sound rock is a reasonable distance from tho' San Andreas
, Pault Zone.
A properly designed, somewhat detailed sub-surface investigation, i together with the necessary laboratory !!ounda't ion studies ceuld permit the proper design of structures to withstand mere than past known and expeeted movements, together with a reasonable ::ststy factor. Still the realistic problem is to design for that movnstut, if any, which will effect the structure within its useful life.cnd .j l
~g thus this is always unknown until it becomes history end at that time the strnoture did or did not withstand that one.
COMPARATIV3 PRE-DiVESTIGATION IDGDIEERDiG GECIDGIC AL OPDiIONS PJGARDDiG ALTERNATE SITES 1 In the opinion of the writer both straddling the me branch .
with part of the structure on Quarts-Diorite and part on pinati I varinef sediments and an underground stena poner pir.nt in the rock observed present many' engineering geological problems which would not make either of them competitive cost-wiss with the possible alternate site developments.
2 A *non-rigid structural design" with a foundation on or in the l
plastic marine 7 sediments could be designed but the oosts of ctudies i
' i both for sub-surface and design in addition to construction wculd i
not compare favorably oost-wise with alternate site developments in the opinion of the writer.
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.. 1 is It is the opinien of tbs lwribe that the Bodes Bay Power P$ad '
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o mld.be satisfactorily designed and built on tbs enad duns:
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foundati=3 and withstand emy subsequent movement from the $em Andreas y fault Zone beneath. The oosts cf the considerable investigations W'
of the sand and plastis marine 7 sediments necessary, together with
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design studies, probable specialtdesign and construction features, l any considerably off. set such benefits as very oheap moving e.nd ,
excavation of the loosa dwe sand. ,
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, s 4.' It is the considerra opinion of the writer that the Quarts.
Vincite foundatice is superice from an engineering geological J, > ,
standpoint and oculd be suitable from both standpoints of foundation .
e and effect of subsequent movement along the San Andreas Fad.t kats.
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It is expected that another design , scheme or several night ,be ,
undertaken. - If.a oqd bedrock foundation such as the Quarts Dicrite would permit utilization cf an area the size of IAussel Point this site would undoubtedly be the least oostly,, The intake and discharge oould be on the sand of the north beach ar2 Horssshoe Cova ar,4 save dredging costs of the Lodsga Bay Intake. A nite on Bedsga hec.pwould be most satisfactory frem an engineering geolegical point of view but more costly because of groater arn,avation quantitied.
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, , CONCIUS M ? -
It is the opinion of the writer thats '
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- 1. The Qaarts.Diorite of both Bodega Head and Mussel Poirt meet foundation requirements for a steam power plant such as proposed.
2 N Bodey Head site is ' superior to the Mussel Point site '
from the standpoint sf p:ssible effect of subseqw nt movement because it is a gratte: distanos from the west edge of the San Andreas Fault done.
- 3. The Mussel Point site, if a shitable genen1 lay-out enn be.
made' would be less costly than the Bodega Esad site, chief 3y because of minissa rock excavation and anticipated favorable intake sad diseharge erb asrine condittens.
'l 4. A suitable sprend footing " floating design" on the sand oculd be made to satisfhetorily meet the conditions which are expected to be encountered by detailed investigations necessary to adequately prove sub-surface conditions on the sand at the general location
. shown by the General Iay Out Scheme No.1 Drawing No. 6172..
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- 5. The oosts directly attributable to the geological conditions -
of the site location within the borders of the San Andreas Fault Zone and the engineering geological remedhi measures which will effect design and ocustruction costa could be considerable.
- 6. More than one satisfactory site, foundation and fault-wise, can be found within the Bodega Eay area for the proposed Podega Bay Power Plant. The one which will prove most suitable depends upon further design and cost studies togetbar with the necessary
/ a.asireilation and coordination of these data with the engineering
,. geological site investigations.
Respectfully s.ubmitted, Clark E. NoHuron w 4 P
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i DOCKET 50-205 AMENDMENT NO. 3 PART IV B i
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DAM ES S MOORE- "' ";', , .. . .
c~esss o Soll M ECH AN!CS ENGINEERS ***'o**
asuu s cx 340 MARKET STRE ET SAN FR AN CIS CO II. C A LI FO RNI A DOUG LAS 2+6 5 07 PARTN ERS: WI LLI AN W. ,M O O R E WILLI AM EN KEBOLL - RO B E RT T. L AWS O N .
AS SOCI ATE: CHARLES L, NIC H O LS January 25, 1960 ..
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Pacific Gas & Electric Co. . ~ __.
245 Market Street '
San Francisco, California Attention:. Mr. Gordon Coltrin i Gentlemen:
Six copies of our report, " Report of Seismic Survey, Proposed Nuclear Power. Plant, Bodega Bay, California, For the Pacific Gas & Electric Co." are herewith submitted. '
~~
.) Yours very truly, ,
DAMES &
i John F. Stickel, Jr.
4- ^
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I Robert T. Lawson -
JFS-RTL-GNB BB '
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' TRANSMITTAL SHEET 5 a.N mMCee. j,_
l Solk MECH ANICS ENGINEERS '",' , "
SALT LAKE CITY CNICASO l
I MSW YORfL 1 y ATLANTA I LONDCN b
340 M ARKET STREET. SAN FRANCISCO 11. C ALI FORNI A DOU OLA S a.6 So? i l
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- l. To: Pc.cific Gas & Electric Co. Date '
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!. 245 Market Street l San Francisco 5, California Your Order No.-
Our Job No.160-B0 4 Attention: Mr. Gordon Coltrin i
Subject:
Report of Seismic Survey j ,' ' Proposed Nuclear Power Plant Bodega Bay, California For the Pacific Gas & Electric Co.
We are sending you via regular mail the following :
Additions and corrections to the subject Report:
~Ravised Plate 1, Plot Plan to replace incorrect existing Plate 1 l Revised Pages 1 and 4 to replace existing PaEes 1 and k These are for existin6. report. Please destroy previous psges 1 and 4, Plate 1 and replace them with the above corrected copies.
No.'of copies submitted: 6 each, total of 18 Copies to: .
'i m asn e s a sn o o n s
/
By f4&fA W '~ Y ~
George N. Borgman ec Staff Assistant 9
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