ML19344B552

From kanterella
Jump to navigation Jump to search
Responds to IE Bulletin 79-14, Seismic Analysis for As- Built Safety-Related Piping Sys. Accessible Portion of Line Re Stress Problem 60A,B & C Inspected & No Discrepancy W/Seismic Analysis Found.Revised Summary Sheet Encl
ML19344B552
Person / Time
Site: Rancho Seco
Issue date: 10/10/1980
From: Mattimoe J
SACRAMENTO MUNICIPAL UTILITY DISTRICT
To: Engelken R
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION V)
References
IEB-79-14, NUDOCS 8010210448
Download: ML19344B552 (3)


Text

%'

-0 YU2 SACRAMENTO MUNICIPAL. UTILITY DISTRICT O 6201 s. street, Box 15830, sacramento, Califomia 95813; (916) 452-3211 i_

October 10, 1983 i

Mr. R. H. Engelken, Director l

Region V, Office of Inspection

.and Enforcement U. S. Nuclear Regulatory Commission l

Suite 202, Walnut Creek Plaza l

1990 North California Boulevard-l Walnut' Creek, CA. 94596 i

Docket 50-312 Rancho Seco Nuclear Generating Station, Unit 1 IE Bulletin 79-14 l

Dear Mr. Engelken:

The purpose of this letter is to provide some additional information on

-IE Bulletin 79-14. This information was requested by one of the Region V l

inspectors during a recent visit to Rancho Seco, so that he could close i

out this bulletin. Two items require further clarification:

1.

In our August 1,1980 submittal, line number 21501-24"-CA (stress problem 60 A, B and C) was dispositioned "Not-inspected-high radiation area". Further-examination of the inspection package for this line showed j_

that it was not totally inaccessible because of high radiation.

The accessi-l ble portion was indeed inspected and no discrepancies with the seismic ana-l lysis were found.

i a subsequent walkdown has been performed and pictures were taken to confirm I

the as-built isometrics. A revised sunmary sheet is attached, showing the final disposition for stress problem 60. A, B and C.

l 2.

The walkdown on stress problem 73 was done using the stress isometric instead of the as-built isometric and several flanges were missed in the in-spection. To make sure this problem was not widespread, ten other stress problems were identified where the stress isometric was used for the walkdown -

instead of the as-built isometric.

Each of these was given a second walkdown usinc the as-built isonetric. No discrepancies were noted that changed. the original disposition.

[b N

c,\\

M N.. c 8010210 w

s c

'. :n t "i n t n

.ta

~

c :-

  • O of Mr.~ R. H.'Engelken_

lPage 2 October 10, 1980

.Should you-have any questions, please contact Larry Smith at

.(916)452-3211._

Sincerely yours, ohn J. Mattimoe Assistant General Manager and Chief Engineer-Enclosure

. cc2' Director of' Nuclear Reactor Regulation Attn:- Mr. Robert W. Reid, Chief Operating Reactors, Branch 4 U.S. Nuclear Regulatory. Commission Washington, D.C.

20555 Director Office of Inspection-and Enforcement U.S. Nuclear Regulatory Commission Washington, D.C.

20555 4

I

m L

s o

,a e

os D

.n* s o

a J

=

'Q s.g' j

.=.

o 4

R 4,

%s.

c.

t'-

2 I

a a

n ll T

k4 I

N) D.

! $k U

k k 'f M

TJ C i

a e

T

'4

,W g

et g

,0

  • D ",

f 0

a b

c i o -

v g

m o

i O39

  • )

d g 's f *a o

c.-

w 2 1y 4'

y

~, +,

N ta, '

e.

s:

.p,

. 3

~.

f

' 4, 1 R 5

'% -) k i

y I i t. 2 J

^

t. N _'Y

't 7

4 5

.a g

4 u

@i-U

  1. 's,-

)

e

.1 s

l~T

s. w

... g

. s N

s A

e N

4,.

. %,. 3, s, 4 N

g c

i T

sg,Q c,

a

=a lu h D

\\

'Q

\\I J.'

y. g gl

'02 Q

- )

L..

Ql' @

0

~

=

E p., 3 J

'i e

S 3%us

s u

=

.s..

w s

n q

eJe 4

k L:

1 N

a 0

Ud d

o vr M ( 5 3

e 3'

~

T O' Ch L 'q N1 N

2o N

s s

O U t

.i t 1lWRaU 4

u 3 it, jp

-a 4

%s J F g

)q g 3 s

c he s

%u A

0 e.h kk 9 y

y D

k k y)

{V N

D F

I R

tw 3

c xd v *.

=

W N-e

=

SNCI' i

A

-,n3siid l l l

C C

Fi q

1 s

M4 y+h l

E i

s:nva d

02 h

I ~* 't 3",0 s

uua.;,u, I

.!?.,-

e B

24x4 l

g

.f e

=

g 1.D !

N NN 0

3"

$ MEG 9.lF%

3 s'n

  • P--

G

~E GEi@ $.m$t

!!.: !!_ JUEs ll

!l s

N kD..

W b

l hY E0117331 D'j 5f 1102435 U '[

(P @ UM Cri 61.I a "3

u m.032

E l

I l

l" '=2

, :;o]

3d14 m Ej Bjt m3

-,1

= nva pg

(<

>) p,;

ts2ns yh

  • 3 a 1.

b, 3

8 g

a y+ %+s u*g N

5. 3 t

J A4..f,I 9

4'

~

%si

')s f 3 U

V i

z u

t 8g

=,,

k".?) 5 k

(r31-.,S/A4 tvg a

t a2 INu g?

t 's.i b; k e

i5 l

6 ce,,

R r

.h 7

  • (.

@d 7,/, J.. g a

$9 D

q N

n

?-i ;

5 Cil

  • 1, 8...

(nj l

n gsa 2.,*

a 1 3

--....-...-==: : :

1 1 4

x, 0

o ::::

==xeaazeaa2Ci

w..

.. -......