ML20069A231
| ML20069A231 | |
| Person / Time | |
|---|---|
| Site: | 05000000, Oyster Creek |
| Issue date: | 08/02/1979 |
| From: | Robert Murray LAWRENCE LIVERMORE NATIONAL LABORATORY |
| To: | Levin H Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML20069A188 | List: |
| References | |
| FOIA-82-399, TASK-03-06, TASK-3-6, TASK-RR SM79-213, NUDOCS 7908140784 | |
| Download: ML20069A231 (1) | |
Text
-
_ ~ _ _.~~~ -. - --
... _... - - n _ m...yx m.
> r.
o*
~ ;g 1
'70
- d,
"6 4
LAW'.ENCE UVERMORE LABORATORY R
- .:-g.:,
.p, 1
.x/9-213
~ S i
m
~ 4 3
y m
1 i
y
.c 9
7
- i.,
August 2, 1979 2E--
r Mr. H. A. l.evin Systematic Evaluation, Program Branch 4 g-Division of Operat'ing Reactors"'
Office of Nucleai-l Reactor Regulat'i'c'n 1
f s
U.S. Nuclear R'egulatory Commisal'on.
.0 Washington DC 20$55
..r *
- s,.,'2 9:
Dear Row
- j. ; *
'.9
~
't
.h w
Enol
'for ~your reviewilis the tentative we'rk plan' for seismic review of
~
3 the Oystes
'k Plant. Thiis plan was developed by S. Marshall Ma of EGG.
m...
We plan to discuss ftdtber'det 113 or changes 'to this plan at the SSRT.
):f.
~
Review' sche
{forAugust 22, 1979;1n Palo: Alto.
sj),7 ~
- t. '. Qt %h b s "
a.
. The following information is needed for,our evaluation of the Oyster Creesc,, d;
~
Plant.
+
m.
s:
Soil properties needed for estirmating soil-structure interaction
?
effec ts.
Possibly soil profile and properties for the Forked River 91 ant.
, G[,; ;
u.k Layout and routing of the 14" diameter buried emergency service water
[Mk s
lines and details of its connection to the intake structure and the turbine building.
~~
I i
On August 2,1979 we received the requested drawing fres Burns and Roe.
-Q '
If you need any further inforsation or wish to discuss this plan, please.
lj%..
x.M contact 3. M. Ma or T. A. Nelson.
.y Very truly yours,
~)
-M l
.f
, i
}~Q
$ h.' & ta b
~ ~
QQQ1hN
~
Structural Mechanus Group
- eader f'
obe t C. Murray J
~[-
Nuclear Test Engineering 01 vision f
! dmo
),*
[gpoj,
)
Enc l.:s ure l
{, s, ;o....,, :
s'..
A.0 ;e
- r. Y e.
.g.,
..,c..-
O
- ~ ~ ~ - ' " -
,