ML20071Q305

From kanterella
Jump to navigation Jump to search
Rev 0 to FNP-0-ETP-4384, Svc Water Pond Deformation Monument Readings
ML20071Q305
Person / Time
Site: Farley  Southern Nuclear icon.png
Issue date: 05/12/1992
From:
SOUTHERN NUCLEAR OPERATING CO.
To:
Shared Package
ML20071P955 List:
References
FNP--ETP-4384, FNP-0-ETP-4384, NUDOCS 9408110166
Download: ML20071Q305 (8)
v • d • e


Text

?! .

'?

-.s.

v,  ;

l FNP-0-ETP-4384 .I May 12,-1992 l Revision 0  !

l j

FARLEY NUCLEAR PLAh"I  ;

ENGINEERING TECHNICAL PROCEDURE l

-)

FNP-0-ETP-4384 i

S. i A  !

F E

T  !

f

/. Y  ;

SERVICE WATER PC 0 -

DEFORMATICN MONUrJNT B"W/E3  ;

R  ;

E i

. .L l r.

1 E

D .

t n

(

1 Approved: l Manage - Systems Performance Date Issued: 8- 2 ~7 9 2_.

SP DEC/ETP-162/21 Ujh$g% .-s$!c y,$$6 4""'

9408110166 940729 PDR ADOCK 05000348 F PDR

+ .;

- l 1

SYSTEMS PERFORMANCE TEST RESULTS

SUMMARY

REPCRT P

'Section I Test Description-

Title:

Service Water Pond Deformation Monument Readings Procedure Number:

FNP-0-ETP-4384 Revision Number: 0 i Start Date:

Completion Date:

J Section II Test Results, Evaluation and Recomendations  !

[] Test satisfactory (test results recommended for approval)

[] Test unsatisfactory (explain below, as needed) I t

[] All data sheets and other test data are attached.

, [] All test data steps and data sheets have been completed and signed off.  !

l

[] Other disposition as reconnended below.

Remarks: l i

I J

i l

1 Parformed By: Date:

~

Saction III Systems Performance Supervisor's Review l

Coments: -

l Approved: Date:

The Provisions of AP-24 are not applicable.

SP ETP-162/20 Rev. O

LIST OF EFFECTIVE PAGES~

I FNP-0-ETP-4384 REVISION 10.

PAGE to. 0 1 2 3 4 5 6 7 8 9 10 -

1 X  ;

2 X j 3 X 4 X

.i i

Data Sheet 1 '!

i 1 X i i

i I s L. - 1 I

l l

1

.l l

i l

DEC ETP 162/19 Page 1 of 1 l 1

l I

-l n

FNP-0-ETP-4384 i l

FARLEY NUCLEAR PLANT ENGINEERING TECHNICAL PROCEDURE i FNP-0-ETP-4384 l

SERVICE WATER POND DEFORMATION MONUMENT READINGS l t

1.0 Purpose This procedure specifies the testing required to obtain ,

data for recording the horizontal and vertical movements i of monuments at the Service Water Storage Pond. The provisions of PNP-0-AP-24 are not applicable.

2.0 Acceptance Criteria 2.1 The Data recorded is reviewed on-site to ensure that the deformation monument readings have been obtained correctly and transferred to diskette. Otherwise, no quantitative acceptance criteria exist.

3.0 References 3.1 Wild Model No. T-2000 total station operating Instructions.

3.2 Wild Model No. NA3000 Level Operating Instructions.

3.3 Toshiba Model No. T1600 Portable Computer Operating Instructions.

3.4 Wild Model No. GIF-10 REC Module Reader Operating Instructions.

3.5 2eiss Model No. NI-l Level Operating Instructions.

3.6 Hewlett Packard Model No. HP-71 Hand Held Computer Operating Instructions.

3.7 Wild Model No. GRE-3 Data Collector Operating Instructions.

3.8 Farley Nuclear Plant Deformation Measurements (Level Loops) listing.

4.0 Test Equignent, Special Tools and Materials 4.l' Wild Model T-2000 Total Station supplied by PGTS-Civil.

4.2 Wild Model No. NA3000 Level supplied by PGTS-Civil.

4.3 Toshiba Model No. T1600 Portable Computer supplied by PGTS-Civil.

1 SP DEC/ETP-162/21 Rev. 0

. - - , . . .- .- , . , . . . . _ . -- ...-. -. n

.- 3 FNP-0-ETP-4384 4.4 Wild Model No. GIF-10 REC Module Reader supplied by' PGTS-Civil.

4.5 Zeiss Model No. NI-l Kevek syookued by PGTS-Civil.

4.6 Hewlett Packard Model No. HP-71 Hand Held Computer supplied by PGTS-Civil.

4.7 Wild Model No. GRE-3 Data Collector supplied by PGTS-Civil.

PGTS 5.0 Precautions and Limitations 5.1 Approval of the Test Supervisor is required prior to performing procedure sections or steps out of sequential order. Supervisor approval shall be documented on the data sheet.

5.2 IP a procedural step that required documentation is purposely not performed, and is not required, THEN "N/A" (Not Applicable) shall be entered in the sign off space. IF the procedure or controlling work order does ni3~t provide specific instructions for "Not Applicable" steps, THEN the Test Supervisor will N/A the step not performed, document in the margin by the step the reason for the step being not applicable, and provide his signature and the date.

5.3 St.eps of the procedure with a designator (described talow} in the left margin denote the requirement for the individual performing the step to provide his signature and date on the data sheet.

5.3.1 Designator PGTS, APCo Power Generation Service.

5.3.2 Designator SP, Systems Performance.

SP/ 6.0 Prerequisites and Initial Conditions PGTS 6.1 PGTS-Civil has coordinated work through the General Manager of Nuclear Support at Southern thiclear.

6.2 Performance of this procedure has been scheduled by FNP-SP.

6.3 Permission has been obtained from the shift Supervisors to perform this procedure.

1 2

SP DEC/7.TP-162/21 Rev. O o

, FNP-0-ETP-4384 7.0 Instructions 7.1 Calibration PGTS 7.1.1 Calibrate the level using the preprogrammed ,

" PEG" check program.  !

7.2 Testing PGTS 7.2.1 Run five (5) level surveys (loops) to determine the vertical displacements of the settlement monuments along the Service Water Storage Pond Dike. Record information on the HP-71 if using the NI-l level or record on the NA-3000 level if using the NA-3000. See Reference 3.8 for level loop listing.

Acceptance Criteria: Each level loop elevation difference should not exceed the calculated Allowable Elevation Difference as stated below.

Allowable Elev. Diff. is < or = 0.017*((Level Loop Distance in feet /5280))"l/2 7.2.2 IF the acceptance criteria was met, THEN proceed to Step 7.2.4.

i.2.3 IF the accepte2ce criteria was NOT met, THEN

_oysat ' -p 7.2.1 until the acceptance criteria is met (not to exceed 5 attempts).

If more than 5 attempts abort the test.

PGTS 7.2.4 Measure angles from seven (7) control monuments and record on GRE-3 data collector.

Each angle is shot (measured) directly and indirectly for an average. This process is conducted 16 times for each angle and a mean is computed. This process is conducted by PGTS-Civil "DEFHOR" computer program.

Acceptance Criteria: 13 or more of the 16 measurements must not be

+/- 3.5 seconds from the computed mean.

7.2.5 IF the acceptance criteria was met, THEN proceed to Step 7.2.7.

7.2.6 IF the acceptance criteria was NOT met, THEN <

repeat Step 7.2.4 until the acceptance 1 criteria is met (not to exceed 5 attempts). '

If more than 5 attempts abort the test. ~

1 l

l 3

SP DEC/ETP-162/21 Rev. O

FNP-0-ETP-4384 l l

l PGTS 7.2.7 Measure distance from seven (7) control i monuments and record on GRE-3 data collector. l This process is conducted by PGTS-Civil "DEFDIS" computer program.

Acceptance Criteria: Six repeatable measurements must be obtained for each distance measured. A non- i repeatable measurement will have a value of +/- 0.00213 feet from the calculated mean of the previous six measurements.

7.2.8 IF the acceptance criteria was met, THEN proceed to Step 7.2.10.

7.2.9 IF the acceptance criteria was NOT met, THEN repeat Step 7.2.7 until the acceptance criteria is met (not to exceed 12 attempts).

If more than 12 attempts abort the test.

PGTS 7.2.10 Down Load information onto diskettes and transmit to office.

8.0 Restoratica PGTS 0.1 Renn.-'e all equipment from the pond area.

SP 8.2 Notify the Shift. Supervisors that '_he pb is complete.

1 l

1 4

SP DEC/ETP-162/21 Rev. O a.

i FNP-0-ETP-4384  :

. Sheet 1 of 1  ;

Data Sheet I l Deformation for the j Service Water Storage Pond  !

I Step Description Signature /Date '

5.0 Precautions and Limitations read PGTS /

and understood 6.0 Prerequisites and initial PGTS /

conditions completed / satisfied SP /

7.1.1 Calibrate the level PGTS /

7.2.1 Run five level loops PGTS /

Acceptance Criteria: Each level loop elevation difference should not exceed the computed value.

Allowable Elev. Diff. is < or = 0.017*((Level Loop Distance in i feet /5280))^1/2 )

7.2.4 Measure angles from (7) PGTS /

Control Monuments Acceptance Criteria: 13 nr more of the 16 measurements must noc be +/- 3.5 seconds from the computed l mean. '

7.2.7 Measure distance from (7) PGTS

~

/ ~

Control Monuments j Acceptance Criteria: Six repeatable measurements must be '

obtained for each distance measured. A -

non-repeatable measurement will have a value of +/- 0.00213 ft. from the calculated mean of the previous six measurements.

1 7.2.10 Down Load information onto PGTS /

diskettes and transmit to office.

8.1 Remove all equipment PGTS /

8,2 Notify Shift Supervisors of job SP /

completion l

Remarks:

l l

l l

DEC ETP-162/22 Rev. O

Retrieved from "https://kanterella.com/w/index.php?title=ML20071Q305&oldid=2821237"