ML20205T405
| 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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TA5K INTERFAC'E AGREEMENT
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PROBtEM:
Surveillance Testing of Fire Pumps
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(Amendment to include Point Beach)
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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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Reference 2. provide's
amplifying information on Point Beach.
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Completion date:
05/30/83
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ATTACHMENT I
O~'i
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PITTSBURGH TESTING
LABORATORY
Form CEA-1
Rev 11
g
'
HILLSIDE. ILLINOIS
12/10/82
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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
Nominal Bolt Diameter
Inspection Location:
Assenbly Designation
Drawing Nunter:
Acceptance Criteria: Minimum in Inches
,
Torque in
Torque in
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
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
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P!TTSBURGH TESTING LABORATORY
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BYRON. ILLINOIS
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SYRON STATBON
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C"38**
PROJECT
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^'"I**
REPORT No. NI
CutNT
REPORT
CONTRACTOR
REPORT OF STRUCTURAL WELDING INSPECTION
REPORT DATE
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REMARKS
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