ML20205T405

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Forwards Listed Info in Response to 830218 Memo Re Surveillance Testing of Fire Pumps,Including Util 830121 Response to Insp Repts 50-266/82-17 & 50-301/82-17 Which Identified Problems W/Fire Pumps
ML20205T405
Person / Time
Site: Point Beach, 05000000
Issue date: 04/15/1983
From: Spessard R
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION III)
To: Eisenhut D
Office of Nuclear Reactor Regulation
Shared Package
ML20205S388 List:
References
FOIA-88-344 NUDOCS 8811140249
Download: ML20205T405 (15)


See also: IR 05000266/1982017

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PROBtEM:

Surveillance Testing of Fire Pumps

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REFERENCES: 1. TIA 83-19. entitled Surveillance Testing of Fire Pumps, dated

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2. Ltr to JKeppler. R-I!! from Wisconsin Elec Power Co. dated

02/28/83

subject: Fire System Flow Rate at Point Beach

02/24/83

ACTION PLAN:

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TIA 8319 requested an evaluation of fire pump test requirements but was silent

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concerning Region III's request on Point Beach.

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That TIA is amended to include

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lance testing of the Point Beach fire pumps.the Region III reques

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Reference 2. provide's

amplifying information on Point Beach.

(CHEBlead/ASBassist).l,.

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Completion date:

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[ 6/7

ATTACHMENT I

O~'i

,me ... e,

.,

PITTSBURGH TESTING

LABORATORY

Form CEA-1

Rev 11

g

'

HILLSIDE. ILLINOIS

12/10/82

n ,..u..

..'

" .' .",".00. .."..O. .'.#.P. .:.'.!* :".#.!.P '.".,'.n..".,'.l".!.,'u"*.a:.",t.J.J.'i.o'# !.,'".".J.i.,

.~u

..

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u

,

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cm en N

G-3850

CONTRACTOR

Report No.

,

cuenT: C0ffiONWCALTH EDISON

REPORT

Report Date

Inspection Date

Request No.

Inspection Method: QC-CEA-1

Type of Installation '] Block

OConcrete

Diagram of Assembly

I

Type of Anchor

] Wedge

Sleeve

Nominal Bolt Diameter

Inspection Location:

Assenbly Designation

Drawing Nunter:

Acceptance Criteria: Minimum in Inches

,

Torque in

Torque in

Torque

l

Nom.

Concrete (T)

Concrete (T)

in Block (T)

L

E

E

'

Bolt Diam.

6 Hr-14 Days

_14 Days-3 Mos.

6 Hr-3Mos.

E

D

s

3

3.ju

1

9/16 TT W

775 G

l

1/4"

60 in-lb

48 in-lb

---

3/8"

180 in-lb

120 in-lb

120 in-lb

2-15/16

4.5

3.5

5

2.5

l

l/2"

45 ft-lb

35 ft-lb

25 ft-lb

3-15/16

6

5

7

3.5

5/8"

90 f t-lb

75 ft-lb

35 ft-lb

4-15/16

7.5

6.5

8.5

4.25

3/4"

160 ft-lb

145 ft-lb

70 ft-lb

5-15/16

9

8

10

5

1"

200 ft-lb

185 ft-1b

7-15/1G 12

11

13

6.5

---

Maximum degree out of plumb:

10v/ 3V requires beveled washers

(P)

Anchor Projection:

Flush with nut

(TP)

Length : Present and legible

(LM)

Washer

(W)

Plate Washer

ON/A

,

Anchor #

T

L

S

S-1

E

E

P

TP

L

W

Remarks

E

D

s

g

length Code:

l

,

3

X

Indicates Acceptable

R

Indicates Non-Acceptable

LE and LM shall be recorded

Torque Wrench No.

,

Assembly is: Oconformin9 ONon-Conforming

Inspected by:

Level

Reviewed by:

Level

t

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P!TTSBURGH TESTING LABORATORY

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BYRON. ILLINOIS

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onoER u..

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SYRON STATBON

~

C"38**

PROJECT

LAJ

^'"I**

REPORT No. NI

CutNT

REPORT

CONTRACTOR

REPORT OF STRUCTURAL WELDING INSPECTION

REPORT DATE

n.w so.

w.a t

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%

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ACC

REJ

REMARKS

N

N.-

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