ML20205M078

Application for Amend to License DPR-66,authorizing Exemption from Hydrostatic Inservice Insp Requirements

ML20205M078
Person / Time
Site:	Beaver Valley
Issue date:	04/08/1986
From:	Carey J DUQUESNE LIGHT CO.
To:
Shared Package
ML20205M075	List: ML20205M073 ML20205M078
References
NUDOCS 8604150066
Download: ML20205M078 (33)

Text

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1 UNITED STATES OF AMERICA  !

NUCLEAR REGULATORY C0f91ISSION 1

In the Matter of ) )

) Docket No. 50-334 '

Duquesne Light Company )

(Beaver Valley Power Station, Unit No. 1) )

l APPLICATION FOR AMENDMENT INSERVICE INSPECTION REQUIREMENTS

)

Pursuant to Section 50.90 of the regulations of the U. S. Nuclear {

Regulatory Commission (the " Commission"), Duquesne Light Company ("DLC"),  !

holder of Facility Operating License No. DPR-66, hereby requests relief from  !

the Hydrostatic Inservice Inspections requirement described in Appendix 1. l WHEREFORE, Applicant respectfully requests that the Inservice Inspection l requirements of Facility Operating License No. DPR-66 be amended in the form attached hereto as Appendix 1.

Duquesne Light Company i N 1

By J LA.(1,drey Vice President Nuclear Subscribed and sworn to before me I on this k day of / f /N ,

02/Yb (LLDW surnA u. FATTott, NOTARY PUBUC SMfPPINSPORT 0000, BEAVER COUNTY F. 7fMt$$10fl EXP!RIS OCT,23,1919 Y ' M. ?earnWa assocfstin at noustes 8604150066 860407 PDR ADOCK 05000334 p PDR

. Beaver Valley Power Station, Unit No. 1 Docket No. 50-334, License No. DPR-66 Hydrostatic Testing Relief Requests Page 2 I

cc: Mr. W. M. Troskoski, Resident Inspector U. S. Nuclear Regulatory Commission i Beaver Valley Power Station Shippingport, PA 15077

U. S. Nuclear Regulatory Commission 1 c/o Document Management Branch

.' Washington, DC 20555 t

Director, Safety Evaluation & Control

! Virginia Electric & Power Company P.O. Box 26666 One James River Plaza Richmond, VA 23261 Mr. Thomas M. Gerusky, Director Bureau of Radiation Protection 1 Pennsylvania Dept. of Environmental Resources P.O. Box 2063 j Harrisburg, PA 17120 2

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l Appendix 1 l

Requests for Relief from Hydrostatic Inservice Inspection Requirements l

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l A.1 Components Affected Class 3 systems that are in continuous use; specifically, portions of the River Water and Fuel Pool Cooling Systems and the entire Reactor Plant Component Cooling Water System. (See Attachment A.1 drawings.)

2.Section XI Requirement (1980W1981)

IWD-5223(a) - The system hydrostatic test pressure shall be at least 1.10 times the system design pressure.

3. Basis for Relief Hydrostatic testing on portions of these systems is impractical since they are required to be in continuous operation during all modes of plant operation. The continuous functional . operation serves to demonstrate structural and leak-tight integrity of these systems. l Visual examinations of these systems at normal operating pressures will l provide adequate confidence of the leak-tightness of the systems. l

4. Alternate Examination l

Visual examination of the af fected components will be performed at normal operating pressures.

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4 B.1 Components Affected Portions of systems, e.g., River Water and Quench Spray Systems, with low design pressure ratings.

2.Section XI Requirements (1980W1981)

IWA-5265(b)'

. . . the imposed pressure on any component, including static head, will not exceed 106% of the specified test pressure for the system.

3. Basis for Relief Systems with low design pressure ratings, for example 20 psig, should be hydrotested to 1.1 Pd, or 22 psig. An elevation dif ference of only 3.5 ft., between the lowpoint of the test boundary and the hydrostatic test equipment, would exceed the 106% limitation of IWA-5265(b). Since piping elevations can vary somewhat within a system, the 106%

limitation is impractical when applied to systems with low design pressure ratings. The use of the nominal design pressure rating of the piping class as the upper limit of the test pressure allows for l elevation differences within the system, while ensuring the piping can '

withstand the test pressure.

4. Alternate Examination The upper limit of hydrostatic test pressures will be based on the nominal design pressure rating of the piping class on systems with low design pressure ratings where elevation dif ferences within the test boundary would cause the 106% limitation to be exceeded. Provisions will be made to ensure all components within the test boundary have a design pressure rating equal to or greater than the nominal design pressure rating of the piping class.

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C.1 Components Affected The following sections of Class 2 piping are affected (see Attachment C.1 drawings):

(a) Cold leg injection lines between valves SI-97 and SI-100, SI-98 and SI-101, and SI-99 and SI-102.

(b) Cold leg injection lines between valve MOV-SI-890C and valves SI-10, SI-11, and SI-12.

(c) Hot leg injection lines between valve MOV-SI-890A and valves 1 51-15, SI-16, and SI-17 and between valve MOV-SI-8908 and valves SI-15, SI-16, and SI-17.

(d) Hot leg injection lines between valve M0V-SI-869A and valve SI-83 and between valve MOV-SI-869B and valve SI-84.

(e) Safety Injection Accumulator lines:

1. From valve M0V-SI-865A to valves MOV-SI-850A and 51-48. ,

2. From valve MOV-SI-865B to valves MOV-SI-850C and 51-49.

3. From valve M0V-SI-865C to valves MOV-SI-850E and SI-50.

2.Section XI Requirement (1980W1981)

IWC-5222(a) - The system hydrostatic test shall be at least 1.25 times the design pressure.

3. Basis for Relief

The lines noted above cannot be isolated from the reactor coolant system if the Class 2 hydrostatic test pressure is applied. Hydro-i static testing of these lines to the Class 2 test pressure would over-pressurize the reactor coolant system.

4. Alternate Examination These portions of Class 2 piping will be hydrostatic tested at the reactor coolant system test pressure (1.02 Po). Vent and drain valves 2 will be utilized as jumpers past check valves to allow pressurization of the Class 2 piping.

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D.1 Components Affected The following sections of Class 2 Quench Spray System piping are affected (see Attachment D.1 and D.2 drawings):

(a) 1A Quench Spray Pump piping from valve QS-1 to Temporary Strainer (TS45) and to valve QS-40.

(b) 1B Quenci Spray Pump piping from valve QS-2 to TS-46 and to valve QS-41.

Also affected is the Class 3 Refueling Water Recirculating Pumps piping from valves QS-14 and 05-15 to the Refueling Water Recirculating Pumps discharge valves QS-20 and QS-21,

2.Section XI Requirement (1980W1981)

IWC-5222(a) - The system hydrostatic test pressure shall be at least 1.10 times the system design pressure.

IWD-5222(a) - The system hydrostatic test pressure shall be at least 1.10 times the system design pressure.

3. Basis for Relief The design pressure of the affected piping is 20 psig. In accordance with IWC-5222(a) and IWD-5222(a) the hydrostatic test pressure would be 22 psig. Using the static head developed by the maximum level (elev.

787'6") in the Refueling Water Storage Tank (RWST) as the hydrostatic test pressure would apply the code required test pressure (at least 1.1 Pd) to the majority of the test boundary. The high point of the test

! boundary (elev 740'7") would be at a pressure of 20.3 psig, still above the design pressure rating of the system but below the code required test pressure of 22 psig.

Using the maximum level in the RWST instead of hydrostatic test equipment will apply the code required test pressure of 22 psig to the majority of the test boundary while allowing the systein to remain in service during the examination, thus increasing the availability of the

, system for testing purposes. Furthermore, this method will decrease l the set-up time, manpower requirements, number of test blocks required, and equipment necessary for testing. It is felt that compliance with the specified requirements, as compared to the alternate test method, does not adequately compensate in an increased level of quality and safety for the difficulties that would be incurred.

4. Alternate Examination 1

The portion of the Quench Spray System noted above will be examined i during hydrostatic testing using the static head of the maximum level of the RWST as the hydrostatic test pressure.

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l E.1 Components Affected The Class 3 Baron Injection Recirculation lines from valve SI-110 to l valves SI-107, SI-117, and SI-118. (See Attachment E.1 drawings.)

2.Section XI Requirement (1980W1981)

IWD-5223(a) - The system hydrostatic test pressure shall be at least 1.25 times the system design pressure.

3. Basis for Relief The design pressure of the affected section of piping is 150 psig. The i check valve and piping arrangement design do not provide a connection point for hydrostatic testing equipment within the test boundary.

Connection points outside the test boundary were considered, but line sizes and distances from the test boundary made these possibilities impractical. Also, without the pressure sensing instrument located inside the test boundary, it is impossible to ensure the pressure imposed on the test boundary is within the 106% limitation of IWA-5265(b).

Considering this portion of piping is isolated from the Reactor Coolant' System during emergency conditions and the Boron Injection Surge Tank is provided with a low level alarm that would detect leakage in this piping, it is believed that a visual examination performed with the I

Surge Tank filled to its maximum level will provide an adequate level of confidence of the leak-tight integrity of the system.

l 4. Alternate Examination I l These lines will be visually examined using the static head of the i maximum level of the Boron Injection Surge Tank as the test pressure, i

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F.1 Components Affected i

The portion of Class 2 Residual Heat Removal System lines, 6"RH-14-152 and 4"RH-25-152, between valves RH-14, RH-15 and RH-16. (See Attachment F.1 drawings.)

This portion of piping is utilized only during an outage with the plant in a safe shutdown condition; this piping functions to drain the refueling cavity after an outage.

2.Section XI Requirement (1980W1981)

IWA-5265(b) ...the imposed pressure on any component, including static head, will not exceed 106% of the specified test pressure for the system.

IWC-5222(a) - The system hydrostatic test shall be at least 1.10 times the design pressure.

3. Basis for Relief The design pressure of the portion of piping between valves RH-14, -15 and -16 is 145 psig. The elevation difference between the highpoint (valve RH-15) and the lowpoint (valve RH-14) of this piping is 30'10".

There are no isolation points within this section of piping.

1 If the Code-required test pressure of 159.5 (1.10 times the design pressure) was applied to the highpoint of the test boundary, the resultant pressure imposed at the lowpoint, due to static head, would be 172.8 psig. This resultant pressure exceeds the 106% limit of l IWA-5265(b).

i l To prevent exceeding the 106% limitation, i.e.,169 psig (1.06 times 159.5 psig), of the specified test pressure, the pressure applied to the highpoint of the test boundary will be 152.5 psig. This will I

impose a resultant pressure of 165.8 psig at the lowpoint of the test boundary and will allow for an additional 2% margin of safety before exceeding the 106% limit.

4. Alternate Examination l

The portion of the Class 2 piping between valves RH-14, -15, and -16 will be tested at a pressure slightly less than the Code-required pressure of 1.10 times the design pressure to preclude exceeding the 106% limitation of IWA-5265(b). The pressure applied to the highpoint of the test boundary will be 152.5 psig. This will result in a pressure of 165.8 psig at the lowpoint of the test boundary.

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