ML19220A450

Forwards Request for Addl Hydrological Info Re Possible Hurricane Flood Height at Site

ML19220A450
Person / Time
Site:	Crane
Issue date:	06/25/1968
From:	Morris P US ATOMIC ENERGY COMMISSION (AEC)
To:	Logan J JERSEY CENTRAL POWER & LIGHT CO.
References
NUDOCS 7904180015
Download: ML19220A450 (3)

Text

.,.

e-

-s Q

L

^

<._' W M..

ATOMIC ENERGY CCMMIS$1CN UNITEC STATE 3 7-E, ' -

't s

,1 l.

wasMNGTCN O C.

a.M5

. 'c m/

DISTRIBL' TION:

s.Q w 4, +

AEC PDR

.r,,..

Formal Suppl..-

- ~

Dec..et :;o. 50-3 0 REG Rdg.

DRL Rdg.

RPB-2 Rdg.

Orig:

RRPowell C. K. Beck M. M. Mann Jersey Central I'cwer a Li p. : Ccapany R. S. Boyd

':adisen.rcenu2 at P unch.,c:.1 ?. cad L. Kornblith (2)

Morristcwn,

..e., Je rs e:.

07960 H. Steele (2) j bec:

J. R. Buchanan, ORNL A::enticr:

Jchn E.

Lacan

. ice Presicent Gentle =en:

inis re:ers to jour applicaticn, dated

'rril 29, 1963, fcr a cnnstruction permit and facility license

.ich would autherica y coastruction and operatien of a nuclear rewer reactor to be leceted.y ljacent to Cni So. 1 in Lace' Tes:nsaip, ocean Cc un t:.,

a e '., J e r =,..

tae nuclear power tac;21:.

u, desigictm

as 7 ster C re e.<

2L Sc.

2.

Dur revie.. of the hydrologica. a m cts i;'.di c a t e s t' at adciticnal info r.ation is necessarr c permit e

a evalu S en of the.animum possible h'rricane ficcc 'te ;ht ::

~ ~-. 4. s s ".. e.

3 eU

.s., c a,

.6.

".. t.. -'

's.'

"m. t> ' :.

r _> e a m

m.

Safety ya_jsis.L; ort, dated Oc:ober lo, 1967. pcce a-J-l cermits

.cou to 3 cmit a recort 2nd additional cnalv. sis to sur..crt the

?rebable ':animun F.urricane fleed height !cr tha 3: 3:cr Cree.. site.

L

}

J,e C aus e/ :., t is ra t e r i.; C C-'.~.c n f o r.. units 1 anu the additienc.

information requested ig Attachment A shculc ae submitted to

~-

cb'/e r o c ch uni t s a t s

the Oyster Creek si:e.

S L

Sin ce ra l:.

curs, u=.

e..-,_-

.. y

. Yer A.

/Ctr3

0..,. e 3.

.$s.

. s 4.>.

..r n..,,.

n4

,4 u..4.. a. u.,s.. oe

..e,.>..,

,a.

.'. e - L. ~,,.

.u.

Enclescre.

p a. 3 w w b- -

4.w,.

. J 3,.~... w,. 4 4

.v.L u6.

,....,..a

,adC.~.

Je rs e.' Cantral ?cwer a :.i 'h t Co.

Geerce F Trewaridae, Esquire

~

,4.,.,

m... a,,. c..t,. 4 a _,,_.-

.. u u:.,

m

..v...

,i DRL : RP "' -

DRL:RP DRL:RT D.

RP 3.

l RRPowell/J RLTedesco,2,

Stevine,

?qljvt.f68

'6'

' I f5 6/13/r, 6/

/68 '?;.

5/

/'M

'3 WO41SCOI

~ ~ ~ _,

s A 1..d., y -.ll.. i. e i.

..,.g.

n p a v e - - ~.

.pu.s 7 s - 'J ze.a A. U..

p mi,.-y3.-

6% U L C.01 u.

Oi'S e r._p CS. p r.*

• e.T *Ct r.g p 97.a. +t L" *.. 7 e

1

.s

.s s c T.Y C=.s'1'

".. O.

-s~ O - n' O

. s

, u. c.., _.

l.

All surge aet;ht elevations associated ilth the Freccal2 L:a:.inun

'turricane (?:2:) should be evaluated based on the P:2i parame 2rs derived ay the Hydreteteorological I, ranch of the U. S.

..e a t h e r Eureau.

These parameters, appropriate for the Oyster Creer site, are defined in "Meteorologica' Characteristics of ::e Probab le Ma:.inun Hurricane Atlantic and Gulf Coas ts of the United ftates" Interior Report, C. S. Department of Cc.1:erce, CSSA,..eather lureau :.'edrc etacrological Branch, dated :a:-- 1965.

C v,

.,1,. a. 4.,m.., - <..o 1,.,4. ~. 9....ar.4a.4.cn c.

., e

...m.

.. a,,

e.., r.:,

-u

~.

o.,,

...y

. w

..o

.4.

v um...u u

,.a u.,,o-o..~.,..a..,....

. 4., c d-( n.s ) a;

.c,,..a a.-

s ee.2--

_c. u,. 4,,., (m.,

m

.... ~.

u..

..u m.

y

-i_..

snoulu be carried cut in order to esta31:st. that the hcrothetical stcr selected precuces the ma:<.iru s ur;; he i z.i t at the site.

T'a e results of this investigatica shoulc be f u l '. - ciscusse; in

'e c u r respense.

n.,. a... g. :..... c,yg,.. ec.a.

.c u ~. at, h e. ;"a ~ s.'. u.' ' ",_,...' ' a r. e u-m,. _5 d, o v~ ~ '. ' u, --

i

- '-~

s.

usinz nathccs given in either "Shere ?rctection, Planning and Desica" Technical Report 40.

, C. S. Ar y Ceastal Zncineerin; leseare.

Center, Third Editien, 1966 or "Estination of.urricane fur;e E edrographs," Jcurnal of the 'iatereays and.ial :c rs Di. sica, ASCZ, Vcl. 94.;o.

2, Proc. Paper 5945, May 19c3.

..v.

4 It is not apparent f rc= the te:ct of the Unit 2 PSAR :nat an addi-tional o.ile to. of water uithin the ban as considereu at the cala, anc, sacre in ts.e v,.u.nity at_

tne stte due te sind stress acting en the free wqter surface of the cay.

.ais cater pile n wcula gize an additional setup of the surge.

This ef fect saculu be censidered in vour evaluation using the methec cf computing the bay surge coupled to the open coast surge presented in

":.uterical Mcdel for Stora Surges in Galvesten Zay b.

Reid, C.

anc Ecdine, 3. R.,.'ournal o f the '.iater. cays an s ?. arbors Jisisien, a, _ C.,

,,ol.

94 s

.v. r.v. 1,.oroc.

0. aper 2c02, recruar> 3voc.

.c.

g - q 'Q.

m e

4

.e se

.u.

. t.'.

2;;

3 %

A C.4,,.,1 c...,,.

.. L. ; a w, a

,s. r... e 4n w. i t, g a,,

,. 3. u, _. ue

.a

.u w...

uwu.

s.

ta s

H4.-gg.

,. :., c. m... 3.1 1 m,.. % L,r.'

i..,. -..._s3.11

.,,.w.c.-

.. t, 7._....,. e_..

6 s

2.

rainfal. and duratiCG VOuld be Cn3C 3S5GCi3OJd s i t h C J.

Prob 32 4

..... ~....., L,. r

w.., e.

.i

'J.

-0SCrlJe End r d S U.303 Of yCur Sna.3yS15 and 'dthCd_: us?u to supp0rt

• . u. a.

c,l d,.,3 4, n O.;

-J.*

udey

..J

• c

....u 4

c,...,..,

L.,,..

C.... L,

..~s' as s.m.eC 4.,..,

r

.e

...t_

I. n...'

pq

. o.f.,

~/.

,a n: O rr.a t io n is ne C e 5 S a r'.)

00 S U'J. O. C r t th e 1 100 0 W3'a u runU7 at Cne o.4

• 2 4

..- a.uc

... 4

., C.

.>,u-,.c..

m

.4..,.

2 a

s.

w w

O t 'd e.

• 1,. 3

,., -. -.1.20

.., L,.

6 0 6,.,...

w 6

6

.v

.. u

,,,*

• b. A.3 4.,, 4 J.

..... C 3 *. u, L A.,-

seC.4. & C.,

o.e+. 3..* u, c.s

)

.. 3..3

• i.

... s.3 u....

3.: ;. n.

T

.s 5..w u-e e

,h 2.

u..

e