ML16342D565

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Insp Repts 50-275/96-24 & 50-323/96-24 on 961222-970201. Violations Noted.Major Areas Inspected:Operations,Maint, Engineering & Plant Support
ML16342D565
Person / Time
Site: Diablo Canyon  Pacific Gas & Electric icon.png
Issue date: 02/26/1997
From:
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION IV)
To:
Shared Package
ML16342D564 List:
References
50-275-96-24, 50-323-96-24, NUDOCS 9703120017
Download: ML16342D565 (60)


See also: IR 05000275/1996024

Text

ENCLOSURE 2

U.S. NUCLEAR REGULATORY COMMISSION

REGION IV

Docket Nos.:

License Nos.:

Report No.:

Licensee:

Facility:

Location:

Dates:

Inspectors:

Approved By:

50-275

50-323

DPR-80

DPR-82

50-275/96024

50-323/96024

Pacific Gas and Electric Company

Diablo Canyon Nuclear Power Plant, Units

1 and 2

7 1/2 miles NW of Avila Beach

Avila Beach, California

December 22,. 1996, through February

1, 1997

M. Tschiltz, Senior Resident Inspector

S. Boynton, Resident Inspector

~ H. Wong, Chief, Branch

E

ATTACHMENTS:

1

fl

Partial List of Persons

Contacted

List of Inspection Procedures

Used

List of Items Opened,

Closed, and Discussed

List of Acronyms

.

'7703i200i7

970226'DR

ADOCK 05000275

8

PDR

~l

-2-

EXECUTIVE SUMMARY

Diablo Canyon Nuclear Power; Plant, Units

1 and 2

NRC Inspection Report 50-275/96024; 50-323/96024

~Oerations

~

The licensee's

process

and attentiveness

for monitoring the operability of

postaccident

monitoring system (PAMS) instrumentation

on PAMS,panels

1 and 2

has continued to be weak.

As a result, control operators

did not recognize'that

'everal

instruments were not functioning properly until questioned

by the inspectors

(Section 01.2).

Maintenance

~

Modifications performed to remove interferences

between main steam safety

valve (MSSV) discharge elbows and rigidly mounted steam vent stacks were well

planned and executed.

Contingencies for resetting reactor trip setpoints and MSSV

testing were established.

A conservative decision to test a MSSV confirmed that

the interference had not caused

a significant change

in the MSSV set pressure

(Section M1.1.1).

The Technical Maintenance technicians who performed the loop calibration of

residual heat removal (RHR) Pump 2-1 were unfamiliar with the required test

equipment setup and did so improperly.

As a result, the test equipment needed to

be disconnected

and reconnected

in order to achieve

a proper filland vent of the

tubing.

Additionally, during testing, technicians misinterpreted the "as-found" loop

test results (Section M1.1.3).

Main turbine valve testing was closely monitored and controlled by the shift

foreman.

Communications were formal and peer checking was performed for the

control room evolutions. 'ecent Operations Department initiatives were noted to

have improved the formality of communications

and, command and control.

Personnel

performing main turbine valve testing did not adequately

research

all of,

the known equipment deficiencies prior to the commencement

of testing

causing'onfusion

during the test.

Additionally, longstanding

material problems caused

complications during testing (Section M1.2.1).

Efforts are continuing to improve equipment material condition by the reduction of

maintenance

backlog; however, no significant change

in the overall condition of

safety-related

equipment has been noted (Section H1.1).

I

Ih

-3-

~En ineerin

Engineers failed to perform a formal safety evaluation prior to implementing

a

change in reactor trip setpoints (more conservative setpoint than in Technical

Specifications [TS]) as required by 10 CFR 50.59.

In addition, the Plant Staff

Review Committee (PSRC) failed'to require that a formal safety evaluation be

documented

prior to approving the change.

A violation was identified

(Section E8.1).

As a result of potential nonconservative

assumptions

in the licensee's

calculations

related to switchover from the refueling water storage tank (RWST) to the

containment sump following a loss-of-coolant accident, operators could be

inappropriately directed by the emergency operating procedures

(EOPs) to take

actions that would result in placing the plant in a condition outside of its design

basis.

An unresolved item was opened,

pending the licensee's investigation of the

potential nonconservatisms.in

the calculation (Section E7.1.2).

The licensee's review and approval process for design calculations failed to identify

several nonconservative

errors that affected the licensee's containment performance

analysis.

Additionally, the calculation was inappropriately referenced

in the

licensee's

design criteria memoranda

(DCM) as the basis for the minimum time to

complete the switchover to cold leg recirculation.

A violation was identified

(Section E7.1.3).

An engineer's review of the Final Safety Analysis Report Update (FSARU) identified

specific piping configuration requirements that were not contained

in MSSV

installation procedures

which resulted in the identification of three MSSVs with

inadequate

clearance between the valve discharge

pipe elbow and the vent stack.

Plant Su

ort

The 'chemistry technician observed performing the Unit 2 postaccident

sample

system (PASS) weekly sample was knowledgeable

of both the procedure

and the

PASS sample room equipment.

pele

Several problems with PASS procedures

and equipment were noted which indicated

a need for additional management

attention to ensure timely identification of

problems, revision of procedures

and correction of equipment deficiencies

(Section R1.1).

Efforts to improve the cleanliness of the facility and paint equipment rooms and

equipment have improved the appearance

of the facility (Section H1.1).

0

4

-4-

Emergency planning supervisors

planned

and implemented appropriate contingency

actions following rainstorms which impacted site access

and communications.

Recommended

actions for dealing with the circumstances

were prudent and well

thought out, and demonstrated

an appropriate level of concern for emergency

planning activities (Section P1.1).

0

l~

t

'

Re ort Details

Summar

of Plant'tatus

Unit 1 began this inspection period at 100 percent power.

On January 3, 1997, the

licensee declared

an Unusual Event when a mudslide completely blocked the normal access

route to and from the site.

The mudslide was partially cleared to restore normal access

and the Unusual Event was terminated that same day.

On February

1, the unit was

brought to below 35 percent, power (below the P8 loss of flow interlock) to allow for safe

restoration of a reactor coolant system loop flow transmitter.

Unit 1 was at 75 percent

power at the end of the irspection period.

Unit 2 began this inspection period at 100 percent power.

The unit remained at full power

throughout the inspection period.

I. 0 erations

01

Conduct of Operations

01.1

General Comments

71707

Using Inspection Procedure 71707, the inspectors conducted frequent reviews of

ongoing plant operations.

In general, the conduct of'operations

was. professional

and safety conscious.

01.2 0 erator Attention to PAMS Instrumentation

a.

~

Ins ection Sco

e 71707

During the inspection period, the inspectors conducted control board and instrument

panel walkdowns in the control room to verify (1) system alignments were

appropriate for the operating mode, (2) process parameters

were within TS limits,

and (3) required equipment'was

operable or that appropriate actions were being

taken in accordance

with license requirements.

b.

Observations

and Findin'

System alignments were found to be in accordance

with plant proce'dures for the

operating mode.

Process parameters

were within TS limits and equipment was

being controlled in accordance

with TS requirements.

The inspectors noted on one

occasion that the Unit 2 subcooling margin monitor (SCMM) c'hart recorder, located

outside of the control operator's

area, had run out of recording paper.

The SCMM

and associated

chart recorder are required and controlled by plant TS.

Based upon

the speed of advance for the recorder, the inspectors concluded that the paper had

run out several hours earlier.

Additionally, the end of the recording paper used in

the PAMS recorders

is marked with a red stripe to indicate when changeout

is

necessary.

The red stripe provides for several hour's of advance

notice prior to

running out of paper.

It was apparent that the operators

had not monitored the

0

el

~ S

0'

-2-

SCMM chart recorder for a period of at least several hours; routine panel rounds are

conducted shiftly (every 12 hours1.388889e-4 days <br />0.00333 hours <br />1.984127e-5 weeks <br />4.566e-6 months <br />).

Although the SCMM chart recorder was an isolated incident during the inspection

period, a similar concern was identified in November 1996, when one of the Unit 1

PAMS indications for waste gas decay tank pressure

had failed high without being

identified by the operators.

NRC Inspection Report 50-275(323)/95015

also

documented

additional ".oncerns with operability of PAMS instrumentation.

The licensee's

monitoring requirements for the PAMS instrumentation

is generally

limited to the monthly channel checks of the instrumentation

required by TS.

No

additional surveillance procedures

were identified for monitoring the Instrumentation

nels

1 and 2, located outside of the normal control operator area.

The

Plant" round sheet provides direction to the balance of plant control

check the chart recorders

on PAMS Panel

1 to ensure the recorders

ent paper and are inking properly.

The round sheet does not specifically

er ';nstrumentation

located on PAMS Panels

1 and 2 with the exception

he containment high range radiation monitor., The equipment and

tion listed on the round sheet is expected to be monitored on a shiftly

12 hours1.388889e-4 days <br />0.00333 hours <br />1.984127e-5 weeks <br />4.566e-6 months <br />)

~

on PAMS Pa

"Balance of

operator to

have suffici

address oth

of RM-29, t

instrumenta

basis. (every

c.

Conclusions

l

The licensee's

process

and attentiveness

for monitoring the operability of PAMS

instrumentation

on PAMS Panels

1 and 2 continued to be weak.

As a result,

control operators did not recognize that one instrument in this inspection period and

others in the past

were not functioning properly until questioned

by the inspectors.

II. Maintenance

M1.1

Maintenance

Observations

a.

Ins ection Sco

e 62707

The inspectors'bserved

all or portions of the following work activities:

~

C0146897

~

R0149252

~

R0138113

Replace Centrifugal Charging Pump 2-1 Gear Oil Cooler

Containment Spray (CS) Pump 2-2 Preventive Maintenance

Auxiliary Feedwater

Pump 2-2 Motor Relay Test

b.

Observations

and Findin

s

The inspectors found the work performed under these activities to be accomplished

in accordance

with procedures.

All work observed was performed with the work,

package present and in active use.

The inspectors observed system engineers

monitoring job progress

and that quality control personnel were present when

0

-3-

required by the procedure.

When applicable, appropriate radiation control measures

were in place.

It was also noted that plant management

was actively involved in

monitoring significant maintenance

activities.

M1.1.1

MSSV Dischar

e Pi in

Modifications

a.

Ins ection Sco

e 62707

The inspectors observed portions of the work performed for the modification of

MSSV discharge piping.

As a part of the inspection the following documents

were

reviewed.

~

Action Request

(AR) A0420175, Discrepancy between the FSARU and

existing MSSV discharge elbow to stack piping clearance

FSARU Section 3.9.2.5, Design and Installation Criteria, Pressure-Relieving

Devices

~

AR A0420816, Unit 1, Trim Discharge Pan on MSSVs MS-1-RV-5 and RV-9

,

AR A0420817, Unit 2, Trim Discharge Pan on MSSV MS-1-RV-9

Work Order (WO) C0149430, MS-1-RV-5 Modification.

-WO C0149431, MS-1-RV-,9 Modification

Maintenance. Procedure

(MP) M-4.10A, Revision 2, "Steam Generator Safety

Valve Removal and Reinstallation"

b.

Observations

and Findin

s

Modifications of the MSSV discharge piping drip pan were performed to reestablish

the clearance between three MSSV discharge piping elbows and their associated

vent stacks.

The deficiency was identified by the licensee during research for a

revision to MP M-4.10A. The licensee noted that Section 3.9.2.5 of the FSARU

specified that there is adequate

clearance

between the MSSV discharge elbow and

the vent stack during all phases

of operation.

The review of MP M-4.10A identified

that the procedure

did not require that the clearance

be checked at any point during,

or following, MSSV reinstallation.

Based upon this initial concern inspections were performed of the associated

piping,

which revealed that for 3 of the 40 MSSVs (Unit 1:

RV-5 and RV-9; Unit 2:

RV-9)

there was no clearance between the discharge elbow piping and the vent stack.

Following identification of the nonconformance,

the licensee performed

a prompt

operability assessment

(POA) and concluded that the valves were still operable.

0

4l

The evaluation noted that MSSV liftpressure

could be affected if the valve nozzle

loads were great enough to distort the valve body.

Distortion of the valve body

would physically displace the disc off of the nozzle seats and prevent proper

alignment of the disc with the nozzle seating surface.

The licensee estimated that

the nozzle loads were well below the point of affecting the valves'ift pressure.

Plans were made for performing the modifications on a weekend and to reduce

power in both units in order to accomplish the work. The inspectors observed the

worksites for both Units

1 and 2 before the licensee commenced the drip pan

modifications.

Portions of the work observed included:

installation and removal of

the MSSV gagging devices, cutting of the drip pan interference,

and measurements

of piping deflection following removal of the interference.

Maintenance

personnel

were observed to closely follow the instructions in the maintenance

WO. Prior to

commencing the work, the required tools and test equipment were prestaged

in the

work area and the system engineer was present to expedite the modifications and

obtain postmodification measurements.

Personnel

performing the modifications

were knowledgeable

of the task and maintenance

supervisors

were present at both

the Unit 1 and 2 worksites.

Contingency plans had been established for testing all of the valves, which had

piping modifications.

The decision of whether.to test the valves was based upon

the amount of movement that was noted following removal of the portion of the

discharge elbow drip pan that was causing the interference.

Based upon the

measured

movement of the three MSSVs following the modifications, one of the

valves-was tested.

Test results indicated that the valve's liftpressure

was within

the limits specified in the TS and that there had not been

a significant change

in lift

pressure.

Conclusions

Engineering demonstrated

a questio'ning atttitude when identifying discharge

p'iping

configuration requirements that were not contained

in the MSSV installation

procedure.

This resulted in the identification of three MSSVs with inadequate

clearance between the valve discharge

pipe elbow and the. vent stack.

The maintenance

work to reestablish

clearance between three MSSV discharge

elbows and the associated

vent stack was well planned and coordinated.

There

.

was close oversight at the work site by both mechanical maintenance

supervisors

and the responsible

engineer.

Overall performance from identification of the issue

through the planning and performance of the discharge

pipe drip pan modifications

was demonstrative

of effective problem identification and resolution.

0

t

e

-5-

M1.1.2 RHR Pum

2-1 Flow Indication Calibration

a.

Ins ection Sco

e 62707

The inspectors observed the installation of test equipment and a portion of the

calibration of the discharge recirculation flow channel (FIC-641A) for RHR

Pump 2-1. The following documents were reviewed as a part of the inspection:

~

WO R0147373, Loop Test 10-3 FIC-641A RHR PP2-1 Discharge

Recirculation Flow Channel Calibration

Loop Test 10-3, Revision 3, "RHR Pump 2-1 Discharge Recirc Flow Channel

FIG-641 A Calibration"

b:

Observations

and Findin s

During the installation of test equipment, following the removal of the instrument

tubing test tee caps, boundary valve seat leakage was noted.

Although the leakage

was minor, the technicians believed that it could interfere with test results and an

AR was written.

Due to the boundary valve leakage, the technicians chose to connect directly to the

differential pressure detector.

When connecting the test equipment, the technician

did not ensure that the test equipment lines going to the detector were filled with

water-.

Consequently,

when attempting to filland vent the lines, the technicians

were unsuccessful

in removing all of the entrapped

air.

In order t'o properly fillthe

'ines,

the pressure

source was disconnected

from the detector and the lines purged

with water from the pressure

source into.a drip bag.

After disconnecting

the lines,

the techniciansverified the detector was full of water prior to reconnecting the test

equipment.

Failing to ensure the test equipment lines were properly filled and

vented resulted in additional work on a contaminated

system with the increased

potential for the spread of contamination.

This appeared

to be due to a lack of

familiarity with the proper installation of the test equipment.

During the actual calibration, the technicians were confused by the test acceptance

criteria specified in the procedure;

Loop Test 10-3, Step 8.3.1, specified that the

for a given flow reading that the measured

differential pressure

should be within

~

R1.48 inches of water column of the desired reading.

During the calibration, the

technicians

applied the differential pressures

references

in the step and then read

the corresponding

flow from the flow gage.

Since the flow gage read in gallons per

minute and did not closely correlate with the table over the range of the gage, the

technicians thought the "as-found" reading were out of specification due to air in

the detector.

The inspectors pointed out that the acceptance

criteria was INWC

and not gallons per minute at which point the technicians recognized their error.

After determining the correct method for performing the channel calibration, the

-6-

technicians determined that there was not a problem with the test equipment and

that it was acceptable

to continue with the performance of the surveillance.

c.

Conclusions

Technical Maintenance technicians involved with the RHR.Pump 2-1 flow

instrument channel calibration were not familiar with the installation of the test

equipment.

This resulted in having to disconnect the test equipment

in order to

properly fill and vent the lines prior to performing the calibration.

Additionally, the

technicians were unfamiliar with the calibration procedure which initially caused

them to misinterpret the "as-found" readings.

M1.2

Surveillance Observations

a.'ns

ection Sco

e 61726

Selected surveillance tests required to be performed by the TS were reviewed on a

sampling basis to verify that:

(1) the surveillance tests were correctly included on

the facility schedule;

(2) a technically adequate

procedure existed for the

performance of the surveillance tests; (3) the surveillance tests had been performed

at a frequency specified in the TS; and (4) test results. satisfied acceptance

criteria

or were properly dispositioned.

The inspectors observed

all or portions of the following surveillances:

~

STP 1-38-A.1

Solid State Protection System Train A Actuation Logic

Test in Modes 1, 2, 3, and 4 (Unit 2)

~

STP P-CSP-12

b.

Observations

and Findin s

Routine Surveillance Test of CS Pump 1-2

The inspectors found that the surveillance reviewed and/or observed were being

scheduled

and performed at the requwred frequency.

The procedures

governing the

surveillance tests were technically adequate

and personnel performing the

surveillance demonstrated

an, adequate

level of knowledge.

The inspectorss

also

noted that test results were appropriately dispositioned.

M1.2.1 Main Turbine Valve Testin

Unit 2

a 0

Ins ection Sco

e 61726

The inspector observed

portions of Surveillance Test STP M-21C, Revision 24,

"Main Turbine Valve Testing."

The inspector observed

control room activities

during the surveillance test and ARs A0410314, A0421358.

. 0

-7-

Observations

and Findin s

The turbine valve testing was well coordinated between the personnel

in the control

room and operators stationed at the valves.

Clear and concise formal closed-loop

communications were noted during the testing.

There were no other ongoing

activities that had the potential to distract the operators involved with the test

performance.

The shift foreman was directly involved in the supervision of the

testing and was positioned to provide effective oversight of the test.

Operators.

performed the testing in the specified sequence

and were noted to observe the

precautions

in the procedure.

The shift supervisor provided good management

oversight of the evolution and provided immediate feedback following the

completion of the testing.

I

During the testing several equipment problems were noted.

The inspector noted

that AR A0410314 had been written in August 1996, to document that the low

pressure "A" turbine reheat. stop valve, MS-2-FCV-173, indicated correctly when

.

the valve was closed; but when the valve was reopened, the indication remained in.

the mid-position.

Following review of the AR, it was appa'rent that corrective

actions had been scheduled

during the next forced outage or during 2RS and, as a

result, no action had been taken to correct the problem.

During the testing, similar

problems with the valve position indication were observed.

Since this was not an

expected equipment response,

it caused the operators to question if the valve had

repositioned

and whether it was necessary to reduce generator load.

The AR was

subsequently

updated to note that during future tests it might be necessary to have

personnel

available to make adjustments to the position indicator during the

performance of STP M-21C. This appeared to be an operator workaround.

A

Additionally, dunng testing, throttle stop valve MS-2-FCV-145 did not reopen during

testing until operators manipulated the air pilot valve to the bypass valve. This

problem was noted in AR A0421358 as a longstanding

problem.

Although the

procedure did.not specifically address the use of the air pilot valve, the inspectors

considered that the actions taken by the operator were prudent.

Since the safety

function of the high pressure

stop valve is to provide overspeed

protection for the

turbine, the failure of 'the. valve to re'open did not impact the valve's ability to

accomplish its safety functjon.

Conclusions

The surveillance test was well controlled and coordinated.

Communications were

clear and concise, and proper supervisory oversight was observed.

An existing

valve position indication deficiency was not recognized prior to commencing testing,

which caused concerns during testing when the valve position indication problem

recurred.

Recurring equipment problems during the performance of main turbine

valve testing created unnecessary

challenges to operators.

0

-8-

M8

Miscellaneous Maintenance Issues (92902)

M8.1

Closed Violation 50-275 323 92016-01:

loading of rigging equipment beyond its

safe working load during lifting of the primary and secondary

lids of a radwaste

shipping cask.

The licensee determined that the root cause of the violation 'was

personnel

error with weaknesses

in rigging instructions being a contributing factor.

To prevent recurrence of the violation, the maintenance

service manager discussed

industrial safety with the riggers to emphasize the importance of proper rigging,

personnel safety practices,

and the stopping of work when required activities are

outside of the scope of work.

The licensee also revised the rigging instructions in Procedure

MP M-50.2

"Loading Preloaded

Liners into NUPAC 10-142 Radwaste

Shipping Cask," to

enhance

the preplanning steps and control of lifting and rigging activities.

Specific

.

guidance was added for manipulating loads and seating lids on casks to ensure the

correct equipment is used..ln followup to these actions, quality control evaluated

rigging of heavy loads during Refueling Outage

1R5 and did not identify any

deficiencies in rigging practices.

These actions appeared

to adequately

address the

concerns identified by the violation.

III. En ineerin

E7

Quality Assurance

in Engineering Activities

E7.1

Errors in Desi

n Basis Calculations

E7.1.1 Nonconservative

Assum tions in Establishin

the Technical Basis for the Minimum

Re uired Volume in the RWST

Ins ection Sco

e 37551

g

NRC inspectiori Report 50-275(323)/96021

documented

an unresolved

item

associated

with the licensee's

analysis of the available time for operators to

complete the switchover. of the emergency

core cooling system

(ECCS) to cold leg

recirculation following a loss of primary coolant.

The inspectors reviewed the

following documents for accuracy in supporting the plant's licensing and design

basis for the minimum contained volume in the RWST:

FSARU, Sections 6.2 and 6.3

~

FSARU, Table 6.3-5, Safety Injection to Recirculation Mode; Sequence

and

Timing of Manual Changeover

~

PG5E Calculation STA-061, Revision 0, FSARU Table 6.3-5 Update

-9-

~

.

PGKE Letter dated March 20, 1980, Response

to Request for Additional

Information Regarding RWST Sizing Basis

DCM S-9, Safety Injection System

~

DCM S-12, CS System-

~

.

EOP E-1.3, Revision 14, Transfer to Cold Leg Recirculation

I

b.

Observations

and Findin s

Time Available to 0 erators to Com lete Switchover to Cold Le

Recirculation

Final Safety Analys Report Update, Table 6.3-5, describes the sequence

of actions

taken by operators to transfer the ECCS to recirculation following a loss of,.primary

coolant.

The table and description of manual operator actions are specified by

Regulatory Guide 1.70 to demonstrate

that the ECCS can meet performance

requirements.

The table provides the timeframe in which the operators would

complete the switchover based upon estimated times to complete each of the

manual actions.

The table also shows the time available for completing the

switchover based upon the RWST volume between the low level alarm (33 percent)

and low-low level alarm (4 percent) and the assumed

pump flow rates.

These

timeframes are 9 minutes 20 seconds

(estimated time required to take the manual

actions) and 22 minutes 19 seconds

(the time available to perform the manual

actions) for a margin of 13 minutes to complete the switchover process.

The

assumptions

utilized to develop these.timeframes

are included in Table 6.3-5;

however, the original calculation from which the timeframes were derived could not

be located by the licensee.

As a result, the licensee issued PGSE calculation

STA-060 which reconstituted the basis for Table 6.3-5.

The results of STA-060

showed that the 13 minute margin equated to a remaining deliverable volume in the

RWST (volume above the low-low level alarm) of'63,000 gallons.

Another way to

view this is that from the time of the RWST low level alarm plus the 9 minutes

estimated for operators to manually sw'itchoyer to containment recirculation, there

would still be 63,000'gallons

available in the RWST.

In response to a request for additional information regarding the bases for the sizing

of the RWST, the licensee,

in a letter dated March 20, 1980, provided

a calculation

for the minimum contained volume in the RWST required by TS. The letter provided

information on the time required for operators to complete the switchover process

and the remaining deliverable volume in the RWST following completion of the

switchover to cold leg recirculation.

This information was based upon FSARU

Table 6.3-4a, which was the predecessor

to Table 6.3-5.

In the letter, the licensee

stated that 78,000 gallons of usable RWST capacity would be available following

the switchover process.

The licensee also determined that the most limiting single

'failure for completing theswitchover process was the failure of one of the RHR

pumps to trip when RWST level reached 33 percent.

The licensee concluded that

-10-

this failure would reduce the available volume during the switchover by 17,500

gallons to provide a remaining deliver'able volume from the RWST of approximately

60,000 gallons (78,000 minus 17,500 gallons).

Table 6.3-4a did not reflect the

reduction in available RWST volume due to the single failure.

In June 1980, the staff issued Supplement

9 to the Diablo Canyon Safety

Evaluation Report (SSER).

SSER 9 documented

the staff's acceptance

of the

minimum contained volume requirements for the RWST. The staff's acceptance

was based,

in part, upon the licensee's

analysis provided in the March 20 letter that

showed there was sufficient volume in the RWST to complete the manual

switchover procedure to cold leg recirculation with a margin of 60,000 gallons.

The

staff's analysis concluded that the minimum deliverable'olume

remaining

gn the

RWST following completion of the switchover would be as little as 32,500 gallons

when considering the most limiting single failure (complete documentation

is not

available to determine how the value of 32,500 gallons was derived).

The licensee recalculated the time available to complete the switchover to cold leg

recirculation and documented

it in STA-061, Revision 0, dated January

14, 1997.

STA-061 utilized 'more conservative flow rates for both the RHR pumps and

CS pumps.

STA-061 also considered the impact of one of the RHR pumps failing to

trip on an RWST low level condition (reduction in the available RWST volume

of 17,500 gallons).

Based upon these assumptions,

the results of STA-061 showed

that the minimum deliverable volume remaining in the RWST following the

switchover to cold leg recirculation would be 23,000 gallons.

The inspectors identified two concerns with STA-061.

First, the calculation

assumed

a containment pressure of 20 psig would be conservative

in that actual

pressure would remain above 25 psig throughout the switchover process.

However,

a recent analysis performed by Westinghouse

for the licensee showed

that with all containment press'ure

suppression

system operating, containment

pressure

could be as low as approximately 10 psig during the switchover process.

The assumption

utilized in STA-061 was apparently based upon design basis

conditions with minimum safeguards

equipment operating.

Second, STA-061 revised the RHR pump flow rates from 3500 gpm to

approximately 4200 gpm.

However, the limiting single failure of an RHR pump to

automatically trip at'the RWST low level alarm was not adjusted to reflect this

higher flow rate.

The inconsistency was not justified in the calculation.

Based

upon these concerns, the licensee will be revising STA-061 to more accurately

reflect the limiting conditions.

Time Re uired for 0 erators to Com lete Switchover to Cold Le

Recirculatl'on

STA-061 also included an update to FSARU Table 6.3-5 to incorporate the specific

steps in the current revision to EOP E-1.3, "Transfer to Cold Leg Recirculation."

This portion of the table redefined the time needed for operators to complete the

-1 1-

switchover process

by considering the expected duration of performing individual

steps in the EOP.

The table showed that the total time needed to complete the

switchover was 9 minutes 35 seconds.

This time, however, did not consider the

time required to perform steps

1, 2, 3a, 3b, and 3c of EOP E-1.3.

The exclusion of

these steps in STA-061 was not adequately justified. Additionally, the updated

table included two separate

steps to verify decreasing

RHR heat exchanger outlet

temperature following the restart of the associated

RHR pump.

The assumed

duration to perform each of these steps was 10 seconds.

No justification was

provided for that assumption.

Inclusion of the time to perform steps

1, 2, 3a, 3b,

. and 3c of EOP E-1.3 would increase the total time to perform the switchover by

1 minute 20 seconds.

The operations director agreed that these steps should be

included in the sequence.

Based upon the CS pump flow rate utilized in STA-061,

the additional time from inclusion of these steps would result in a margin of

14,500 gallons remaining in the RWST following the switchover piocess.

c.

Conclusions

The differences between the actual performance of the RHR and CS pumps

following a design basis loss-of-coolant accident (LOCA) and the performance

stated in Table 6.3-5 of the FSARU constitutes

a weakness

in the calculation.

This

change resulted

in a reduction in the remaining deliverable volume in the RWST

following the switchover to cold leg recirculation.

Unresolved

Item 50-275;323/96021-07

remains open pending the licensee's

and the staff's

evaluation of the safety consequence

of this reduction in volume.,

E7.1.2 Minimum Containment Flood Level to Su

ort Lon

Term ECCS Coolin

Re uirements

Ins ection Sco

e 37551

The inspectors reviewed the following information to determine the adequacy of

incorporating design basis information calculations, procedures,

and specifications

for'supporting

ECCS performance during the recirculation cooling

phase:

FSARU, Sections 6.2 and 6.3

SSER 9

DCM S-9, Safety Injection System

DCM S-12, CS System

~

DCM T-16, Containment Function

0'

-1 2-

~

PGSE Calculation M-580, Revision 3, Determination of Post LOCA

Containment Flood Level

EOP E-1, Revision 13, Loss of Reactor or Secondary

Coolant

~

EOP E-1.3, Revision 14, Transfer to Cold Leg Recirculation

PGRE Calculation PAM 0-09-940, Post Accident Containment Recirculation

Sump Level Indication Uncertainty

'bservations

and Findin s

A review of DCM S-9 found that the calculated minimum containment recirculation

sump level for conditions under which the sump might be used for RHR pump

suction is 92.75 feet, as measured

from, sea level.

This level is also referenced

in

the NRC staff*s safety evaluation for sizing of the RWST.

Both EOP E-I and E-1.3 contain decision points to direct operators to evaluate

containment sump level prior to initiating steps to transfer the ECCS to cold leg

recirculation.

Specifically, operators

are to verify that recirculation sump level is

greater than 92.5 feet as indicated on level indicator (LI)-940 and LI-941,

containment recirculation sump narrow range level instruments.

Table 7.5-2 of the

FSARU states that the accuracy of the recirculation sump narrow range level

instruments

is s6.5 percent of instrument span or approximately a6 inches.

PGSE

calculation PAM 0-09-940 also showed that, under post accident conditions,

accuracy of the level indication should remain within a6 inches.

The inspectors raised

a concern regarding the EOP. decision point of 92.5 feet.

Specifically, if minimum containment sump level was actually 92.75 feet, indicated

level on LI-940 and Ll-941 could be as low as 92.25 feet. This indicated level

would prevent operators from initiating the transfer to cold leg recirculation and

would'irect them to enter Emergency Contingency .Action (ECA) 1.1, Loss of

Emergency Coolant Recirculation.

ECA 1.1 would place the plant in a,con'dition that

is outside of the assumptions

of the accidents

analyzed. in Chapter 15 of the

FSARU.

In response,

the licensee provided calculation M-580 which determined the

minimum and maximum ex'pected flood levels in containment following a LOCA.

For determining minimum flood level, M-580 included the following assumptions:

1.

The deliverable volume in the RWST during the injection phase

and the

volume of the ECCS accumulators would be directed to the recirculation

sump.

/,

-1 3-

2.

For small and intermediate break.LOCAs, reactor coolant system

(RCS)

volume is maintained by the ECCS and does not contribute to the level in the

sunlp.

3.

For small and intermediate break LOCAs, the.'P'ignal

is not expected to be

reached

and, therefore, the volume of the spray additive tank would not

contribute to containment sump level.

4.

The amount of water that does not reach the sump due to condensation

on

surfaces, water in the form of steam, and pooling in various equipment

I -pockets is not considered.

5.

Transit time for water to migrate to the lower level of containment was not

considered.

Based upon these assumptions,

the calculation resulted in a minimum sump level

of 93.0 feet k1 inch.

Calculation M-580 provided

a qualitative discussion

on the

conservatisms

applied in the derivation of minimum level.

In that discussion it was

concluded that the conservativ'e

assumptions

more than offset the nonconservative

assumptions.

No quantitative analysis was included to support that conclusion.

Additionally, the licensee was unable to locate the original minimum containment

sump level calculation referenced

in the DCM and SSER 9 and, therefore, could not

determine the basis for the difference between the results of the two calculations.

The inspectors

raised concerns with the licensee regarding the assumptions

utilized

in.M-580 for determining the minimum containment sump level.

Specifically, the

assumptions

did not appear to address the full range of loss of primary coolant

accidents that may require operators to transfer to cold leg recirculation.

That is,

small break LOCAs may not depressurize

the RCS sufficiently to allow for injection

of the ECCS accumulators

and, therefore, the accumulators

may not contribute to

volume in the recirculation sump.

Also, the amount of water that does not reach

the lower level of containment

and the transit time of coolant to the recirculation

sump were not estimated

in M-580 to determine their potential impact.

The

licensee

is revising calculation M-580 to address these concerns.

Based upon the concerris raised by the inspectors, the licensee initiated a POA to

address the minimum containment sump level following a LOCA. The POA included

a compensatory

measure to administratively control RWST level above 92 percent.

The normal surveillance procedure controls RWST level greater than 87 percent and

the TS minimum contained volume is approximately 81 percent.

The compensatory

measure was designed to ensure

an adequate

volume of water in the containment

sump when the RWST level reached the low level alarm of 33 percent.

-14-

c.

Conclusions

The inclusion of the EOP decision point to direct operators to transition to an ECA

when containment sump level is less than 92.5 feet, coupled with the minimum

expected sump level in the containment sump and level instrument inaccuracies,

has the potential to inappropriately direct operators to take actions that are outside

of the assumptions

of the accident analyses.

Further NRC review is pending the

licensee's revision to the calculation for minimum containment sump level. An

unresolved

item (URI 50-275;323/96024-01)

will be opened to track this issue."

E7.1.3 Calculated Minimum Time for CS 0 eration

a.

Ins ection Sco

e

37551

The inspectors reviewed the following documents that supported,

in part, the

licensee's containment performance

analysis:

PGBrE Calculation N-095, Revision 0, Duration of SC Operation

PGSE Calculation N-095, Revision

1

DCM S-9, Safety injection System

PGS.E Calculation J-54, Revision 6, Nominal Setpoint Calculation

b.

Observations

and Findin s

PG5E Calculation N-095, Revision 0, was developed to provide the minimum CS

operating time as an input to the licensee's containment analysis.

To minimize

.

spray operating 'time, the licensee utilized maximum ECCS pump flow rates plus

10 percent for conservatism.

These flow rates were then applied to the available

RWST volume during. the injection and the transfer to recirculation phases to derive

a minimum time that CS would operate prior to reaching

a low-low level condition in

the RWST.

In determining the available volume in the RWST for the injection phase,

the licensee as'sumed

an initial RWST volume of 400,000 gallons (TS minimum) and

a final volume of 149,200 gallons at the RWST low level alarm.

The TS minimum

of 400,000 gallons is'referenced to the bottom of the RWST and takes into account

the usable arid'unusable

volumes.

The volume utilized for the RWST low level

alarm, however, is referenced to the level of the RHR pump suction inlet and, thus,

only takes into account the usable volume.

The inspectors noted that this disparity

resulted in.a nonconservative

value being utilized for the available volume during the

injection phase.

The licensee revised N-095 to correct the above discrepancy

and to verify that the

containment performance

analysis was not adversely impacted.

In Revision

1 to

N-095, the licensee eliminated the additional 10 percent pump flow utilized in

0

-15-

Revision 0 and based the ECCS and CS pump flow rates on a containment

backpressure

of 25 psig.

The reduction in pump flow rates realized by these

assumptions

more than offset the error in available RWST volume and resulted in

minimum spray operating times greater than those stated

in Revision 0. The

inspectors noted, however, that Revision

1 did not take into account drawdown of

the RWST by the high head and intermediate head safety injection pumps during the

transfer to recirculation phase.

The licensee's failure to include the impact of the

high pressure

FCCS pumps during the transfer phase was nonconservative

and

without technical justification.

The licensee also identified other nonconservatisms

in the uncertainties

assumed for the RWST level instrumentation.

'

Based upon the follow-on concerns, the licensee

is revising Calculation N-895.

Maintenance of DCM

Section A4.3.1.2 of Appendix A to DCM S-9 references

Calculation N-095 as the

desigr. basis calculation for the minimum time for switchover to cold leg

recirculation and references Table 6.3-5 of the FSARU.

Calculation N-095 resulted

in a minimum switchover time of 15 minutes.

Table 6.3-5 of the FSARU provides

that.the available switchover time is 22 minutes.

The inspectors questioned the

licensee regarding the differences between the two timeframes and the process by

which design basis information is incorporated into the DCMs. The licensee

determined that Calculation N-095 was inappropriately referenced

in DCM S-9 as

the design'basis

calculation and that a safety evaluation of the differences between

N-095.and Table 6.3-5 was not performed prior to revision of the DCM.

Procedure

CF3.ID2, Revision 2, "Design Criteria Memoranda," governs the process

for maintaining the DCMs. Section 5.3.5 of Procedure

CF3.ID2 requires all

revisions to the DCMs to have a licensing basis impact evaluation

(LBIE) screen

performed in accordance

with Procedure TS3.ID2, Revision 2b, "Licensing Basis

Impact Evaluations."

If the.LBIE screen of the revision results in an impact on the

licensing basis,

a full evaluation must be performed. in accordance

with

Procedure TS3.ID2 to determine the acceptability of the change'.

When

Calculation N-095 was added to Appendix A to DCM S-9 in January 1994, an

evaluation was not performed in accordance

with Procedure TS3.ID2. This was a

violation of Procedure

CF3.ID2 (VIO 50-275(323)/96024-02).

Conclusions

The licensee's review and approval process for design calculations failed to identify

several nonconservative

errors in calculation N-095 ~ These errors were considered

significant enough to cause changes

in other assumptions

to ensure the results of

the revised calculation remained within the assumptions

of the containment

performance

analysis.

0

-1 6-

Calculation N-095 was improperly incorporated into DCM S-9 as the basis for the

available switchover time to cold leg recirculation.

The licensee missed an

opportunity to identify this error when an evaluation of the change to DCM S-9 was

not performed in accordance

with plant procedures,

E8

Miscellaneous Engineering Issues (92903)

E8.1

Closed

Unresolved Item 50-275 323 96023-04:

Failure to Perform Safety

Evaluation Prior to Changing

RCS Low-Flow Reactor Trip Setpoints

<<h

with the measurement

of Unit 2 RCS flow rates, the licensee concluded in@lay

1996, prior to returning Unit 2 to power following 2R7, that the RCS loss of flow

reactor trip setpoint specified in TS Table 2.2-1 was nonconservative.

Specifically,

the total uncertainty for 6 of the 12 loss of flow instrument channels was greater

than 3 percent and therefore would no longer ensure that the low flow reactor trip

would occur prior to 87 percent of the. minimum measured flow (MMF) assumed

in

the safety analysis.

TS and FSARU Re uirements

The setpoints for the reactor protection trip function following a loss of flow are

specified in Table 2.2-1 of the TS.

The TS table is referenced

in FSARU

Table 7.2-3, "Trip Correlation," which identifies that RCS low flow trip setpoints

provide protection for partial loss of forced reactor coolant flow. TS Table 2.2-1

specifies that the RCS low flow trip setpoint be set at greater than or equal to

90 percent of MMF. The table also provides'an allowable value for the trip setpoint

of greater than or equal to 89.7 percent of MMF. Operation with setpoints less

than 90 percent, but greater than or equal to 89.7 percent is allowable to

accommodate

for instrument drift that may occur between operational test;

however, when trip setpoints for a channel

are determined to be less than

89.7'percent,

the channel

is required to be dec(ared inoperable.

Revision of Reactor Tri

Set pints

To ensure that the Unit 2 trip setpoints were maintained above the value assumed

in the safety analysis the licensee administratively established

the trip settings at.

90.5 percent of MMF. In addition, the TS allowable value was incr'eased from

89.7 percent to 90.2 percent of MMF. This was accomplished

by TS

Interpretation 96-10 which was approved by the PSRC.

Although this trip setting

value was different than the TS specified limit, the licensee considered it acceptable

since they were establishing

a limitthat was more conservative than that specified

by TS.

Since the RCS low flow reactor trip setpoints

are derived based upon

90 percent of the actual measured flow, which was greater than MMF, no change

in equipment settings was required to ensure that the trips occurred at or above

90.5 percent of MMF.

0

-17-

During review of this issue, the inspectors requested

a copy of the safety evaluation

performed prior to changing the RCS low flow trip setpoints.

Following the request,

the licensee Informed the inspectors that a safety evaluation had not been

performed prior to changing the setpoints and that only an LBIE screen had been

performed.

Although it was apparent that the licensee had performed

a detailed analysis

to'rovide

a technical basis for the change

in the trip setpoint, the inspector concluded

that a formal safety evaluation was required in accordance

with 10 CFR 50.59,

prior to implementing the change

in that the setpoint change affected

a value in the

TS.

Following related questions

raised by the NRC associated

with uncertainties

in

performing the primary flow calorimetric at the end of cycle, the licensee changed

the flow determination back to the beginning of cycle to reduce the uncertainties

and in so doing eliminated the need for the increased

Unit 2 reactor trip setpoints.

PSRC TS interpretation 96 10 was subsequently

rescinded by the PSRC.

The failure

to perform a written safety evaluation pursuant to the requirements of

10 CFR 50.59 prior to changing

RCS low flow trip setpoints which are referenced

in

the FSARU is a violation of 10 CFR Part 50.59 (VIO 50-323/96024-03).

It should be noted that the licensee's

PSRC reviewed and approved TS

Interpretation 96-10 without requiring that a formal safety evaluation be

documented.

The PSRC should have required that a formal safety evaluation be .

documented

prior to approval of the change.

Unresolved Item 50-275(323)/96023-04

included potential NRC concerns with the

licensee having changed the performance of a primary flow calorimetric from the

beginning of cycle to the end of cycle. That portion of the unresolved item remains

open and will be tracked as a separate

unresolved

item

(URI 50-275(323)/96024-04).

Closed

Licensee Event Re ort

LER 50-275 96005-00:

potential for flashing in

containment fan cooler units.

This item is being administratively closed since

Revision

1 to the LER has been issued which supersedes

the original LER. Review

of this issue will be documented

in the review of. Revision 1.

Review of FSARU Commitments

A recent discovery of a licensee operating their, facility in a manner contrary to the

FSARU description highlighted the need for a special focused review that compares

plant practices, procedures,

and/or parameters to the FSARU description.

During

the inspection period, the inspectors reviewed the applicable sections of the FSARU

that related to the inspection areas discussed

in this report.

The following minor

inconsistencies

were noted between the wording of the FSARU and the plant

practices, procedures,

and/or parameters

observed

by the inspectors:

0

-18-

Table 7.5-2 of the FSARU specifies an instrument range of 88.5 feet-97 feet

for the containment sump narrow range level instruments.

Actual instrument

range provided on control room indicators LI-940, and LI-941 are

88.5 feet-96.6 feet.

Procedure

EOP E-1.3, Revision 14, Transfer to Cold Leg Recirculation,

contains

a note that directs operators to continue CS for a minimum of two

hours following initiation of recirculation.

The EOP basis document for this

note cites a commitment in Section 6.2 of the FSARU.

Section 6.2 of the

FSARU no longer includes this commitment due to a design change.

IV. Plant Su

ort

R1

Radiological Protection and Chemistry (RRPC) Controls

R1.1

PASS RCS

a.

Ins ection Sco

e 71750

The ipspectors observed

a primary coolant sample drawn through the PASS utilizing

the following chemical analysis procedures

(CAPs):

CAP P-1, Revision 1, "PASS Initial Actions"

"~

-CAP P-2, Revision 0, "PASS RCS"

Observed evolutions included, the initial valve lineup and purge of.the lines and

drawing of the sample, the gas stripping and dilution of the sample, and the

dissolved oxygen, hydrogen and conductivity analyses.

Additionally, the inspectors

observed the overall material condjtion of the equipment

in the PASS laboratory and

reviewed the following documents:

AR A0260355, FCV-137 Dual Position Indication

Clearance 53874, Shift Foreman administrative tagout to maintain

'ontinuous flow through Penetration

59B

AR A0419372, Post LOCA Water Supply Pressure

Gage Reading Off-Scale

High

WO R0165335, Functional Test of Containment Hydrogen Analyzer Cell-82

Equipment Control. Guideline 11.1, "PASS"

STP G-14 Rev. 11, "Operability Determination of Post Accident Sampling

Program"

0

1'

-19-

b.

Observations

and Findin s

Primar

Sam

le Observation

The licensee obtains and analyzes

PASS samples weekly.

During the performance

of the sample obtained on Unit 2 on January 23, 1997, the inspectors observed

that the chemistry technician was very knowledgeable

and familiar with both the

equipment andprocedures

utilized to obtain the sample.

The inspectors determined

that the technician's qualifications for obtaining and analyzing

a PASS sample were

current.

The inspectors reviewed chemistry and radiation protection technician

work schedules

and determined that for the month of January 1997 there was at

least one technician assigned

per shift that was qualified to obtain a PASS~sample.

During the CAP P-1 valve lineup performed prior to obtaining a sample, the

inspectors noted that Valve CVCS-2-FCV-137, "Volume control tank liquid sample

isolation to sampling system," position indication showed the valve to be in the

intermediate position (i.e., both open and closed indicators lit). CAP P-1 required

that the control switch for Valve FCV-137 be in the "close" position with the valve

closed.

Chemical and volume control system (CVCS)-2-FCV-137 can bs remotely

.

operated from the PASS room.

The inspectors questioned

the u'se of the position

indication for verification of the valve's position, but was informed by both the

chemistry technician and his supervisor that they were confident that the valve was

closed since the control switch was in the close position, and therefore, no

additional verification of valve position was necessary

prior to continuing with the

sample.

AR A0260355 had been written in March 1992, to document that the valve

position indication for CVCS-2-FCV-137 was inoperable.

Further. investigation

revealed that the valve position indication had not been functional since the valve

had been replaced

in 1990 and that the AR had been assigned the. lowest priority

for corrective. actions (priority 4).

On January 9, 1997, a minor maintenance

AR

had been issued to install position switches and associated

linkage and the work

has been scheduled to be accomplished

on March 12, 1997.

The CAP P-1 initial valve lineup required that Valve NSS-2-9351A, "hot leg loop

1

'solation,"

be closed with its control switch in the re'mote position.

A caution tag

had been hung on the valve control switch which indicated, contrary to the initial

valve lineup, that the valve should be left in the open position.

The valve had been

tagged

as a compensatory

measure following identification of a concern for the

potential overpressurization

of the line following a LOCA in response

to NRC Generic Letter 96-06, "Assurance of Equipment Operability and Containment

Integrity During Design Basis Accident Conditions."

The inspectors questioned

both the technician and supervisor after the valve lineup

.

was completed with the valve being left in the open position.

The caution tag had

been hung'n January

15, 1997; however, the procedure

had not been revised at

0

-20-

the time of the sample to reflect the altered system alignment.

Following this issue

being raised by the inspectors, the licensee initiated a change to revise this step of

the procedure

as well as the restoration step following the sample to recognize that

the valve may need to remain open.

During performance of the procedure the inspectors noted that at Step 6.6.4 the

chemistry technician operated Valve V-2 at the chemical analysis panel when the

procedure required operation of RC-V-2 at the liquid sample panel.

Following

questioning by the inspectors the technician corrected his mistake and contin'ued

with the sample.

There were no adverse consequences

as a result of this action

and had the inspectors not pointed out the error, it would have been apparent to the

technician, following completion of the next step in the procedure,

due to the

inability to establish flow through the sample line.

During the gas stripping operation, the inspectors noted that the procedure required

that Valve RC-V-9 be closed, which per the procedure

required that the valve be

positioned from the 3 o'lock position to the 6 o'lock position.

When performing

the procedure, the technician closed the valve by turning it in the counterclockwise

position to.the 12 o'lock position.

The labeling on the panel indicated that the

closed position for the valve corresponded

to the 6 o'lock position.

Subsequent

investigation of questions

raised by the inspectors regarding the procedure,

revealed

that the valve could not physically be repositioned

as specified by procedure,

and

that the label on the mimic system diagram was incorrect.

The licensee inspected the valve installation and found that the valve handle had

been altered and the valve could no longer. be positioned

as specified in the

procedure.

The licensee has evaluated the current installation as acceptable

and

has revised the procedure

and the system mimic diagram to be'consistent

with the

required valve positioning.-.

'I

PASS E ui ment Availabilit

Technical Specification 6.8,4.e requires that.the licensee establish

a program which

will ensure the capability.to obtain and analyze reactor coolant, radioactive iodines

and particulates

in plant gaseous

effluent, and containment atmosphere

samples

under accident conditions.

The inspectors reviewed the availability of the PASS

equipment for the time period between September

1 and December 31, 1996.

During portions of this time period, for each unit, from

1 to 3 of the 10 principal

methods of analysis were out of service.

Overall, for Unit 1 at least one of the

principal methods of analysis was inoperable 30 percent of the time, however,

qualified alternate methods analysis were available.

For Unit 2, at least one of the

principal methods of analysis was inoperable 50 percent of the time and 30 percent

of the time there was not a qualified backup method available.

0

'

-21-

PASS

E ui ment Condition

The containment hydrogen analyzer Cell 82 was out of service for calibration during

the time the inspectors observed the PASS sample analysis.

In addition, following

the sample, the Unit 2 reactor coolant dissolved hydrogen monitor (Cell 1109) was

declared inoperable since the sample results deviated greater than 5 cc/kg from

other sample results.

It was also noted that the licensee was utilizing a pressure

gage that had been overranged.

Conclusions

P1

The chemistry technician demonstrated

detailed knowledge of the maintenynce

and

operation of the PASS system.

Several material problems and procedural

inaccuracies

were noted that had either not previously been identified by the

licensee or had existed fora significant period of time without being corrected.

These findings indicated

a need for increased

management

attention to the

operation and maintenance

of the PASS system,

as well as t';ie need for a

questioning attitude when valve position indication'is not working properly.

Conduct of Emergency Planning Activities

Emer enc

Plannin

Durin

Rainstorms That Im acted Site Access

Ins ection Sco

e 71750

The inspectors observed the response

of the licensee's emergency

response

organization during rainstorms that resulted in mudslides that blocked access to the

site for approximately 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br />. Licensee response

was noted also when the

deterioration of the access

road threatened

vehicle access

and buried

communication lines utilized for offsite communications

and emergency response.

b.

Observations

and Findin s

On January 3, 1997, a mudslide on Hartford Drive (outside the plant boundary)

interrupted normal vehicle access to the site for a period of approximately 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br />.

During.the time the road was secured, the licensee declared an Unusual Event due

to the loss of capability to evacuate

plant personnel,

loss of California Department

of Forestry firefighting access,

and the inability to staff, the emergency operations

facility with the required plant staff. The licensee worked closely with outside

organizations to take actions to clear the road as quickly as possible.

In addition,

emergency planning personnel closely coordinated with operations management

to

develop contingency plans for dealing with the blocked road.

During that same time

pe'riod, licensee emergency planning personnel

made contact with NRC emergency

planning personnel to discuss the situation and planned response.

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On January 27, 1997, following more rainstorms,

a section of the site access

road

at approximately the 0.7 mile point shifted causing cracking of the pavement

and

settling of a section of the road bed.

Continued shifting of the hillside under the

road. created the potential to interrupt normal access to the site via the access

road

and threatened

buried telecommunications

lines.

Emergency planning supervisors

worked closely with plant management

to assess

the potential issues associated

with the loss of the use of the access

road.

Contingencies for communications

were also considered

in the event of the loss of the buried communications

lines

and, efforts were undertaken to relieve as much stress on the lines as possible.

Work on the road was performed continuously until the road area was stabilized by

diverting the hillside drainage and the addition of fill.

c.

Conclusions

Emergency planning supervisors worked closely with plant management

and outside

organizations

on two separate

occasions to develop contingency actions for dealing

with the interruption of the normal access route to and from the >'ite. Actions for

dealing with an isolated site were prudent and well thought out and demonstrated

an appropriate level of concer'n and consideration for the impact on the site

emergency plan.

Plant'ousekeeping

H1.1

Paintin

and Preservation

a.

Ins ection Sco

e 71750

The inspectors toured the areas both inside and outside of th'e radiologically

controlled area and in the turbine building during normal inspection activities.

b.

Observations

and Findin s

The overall painting and preservation of both equipment spaces

and equipment has

improved.

The licensee has put forth a substantial effort to improve the

preservation

and cleanliness

in a number of different areas throughout the pfant

including the Unit 1 emergency

diesel generator rooms.

This effort has resulted in

the improved appearance

of the facility. Continued efforts are needed to improve

equipment material condition and reduce the backlog of equipment deficie'ncies.

c.

Conclusions

Efforts to improve the cleanliness of the facility and paint equipment rooms and

equipment have improved the appearance

of the facility; however, no significant

change

in the overall condition of safety-related

equipment has been noted.

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V. Mana ement Meetin

s

X1

Exit Nleeting Summary

The inspectors presented

the inspection results to members of licensee management

at the

conclusion of the inspection on February 4, 1997.

The licensee acknowledged the'findings.

presented.

The inspectors

asked the licensee whether any materials examined during the inspection

should be considered

proprietary.

No proprietary information was identified.

0'

ATTACHMENT

PARTIAL I IST OF. PERSONS CONTACTED

Licensee

M. J. Angus, Manager, Nuclear Safety Assessment

and Licensing

J. R. Becker, Director, Operations

T. L. Grebel, Director, Regulatory Services

J. A. Hays, Director, Chemistry and Environmental Services

D. B. Miklush, Manager, Engineering Services

J. E. Molden, Manager, Operations Services

M. N. Norem, Director, Mechanical Maintenance

D. H. Oatley, Manager, Maintenance

Services

R. P. Powers, Manager, Vice President

DCCP and Plant Manager

R. L. Thierry, Acting Director, Licensing and Design Basis

D. A. Vosburg, Director, Nuclear Steam Supply Systems

Engineering

E. S. Wessel, Chemical Engineer, Chemistry and Environmental operations

B. A. LoConte, Engineer, Primary Systems

Engineering

NRC

S. D. Bloom,

Diablo Canyon Project Manager

-3-

INSPECTION PROCEDURES USED

IP 37551:

IP 61726:

'IP 62707:

IP 71707:

IP 71750;

IP 92901:

IP 92902:

IP 92903:

Onsite Engineering

Surveillance Observations

Maintenance

Observations

Plant Operations

Plant Support

Followup - Plant Operations

Followup - Maintenance

Followup - Engineering

ITEMS OPENED, CLOSED, AND DISCUSSED

~Oened

50-275;323/96024-01

URI

appropriateness

of EOP decision point to direct

operators to an ECA

50-275;323/96024-"02

VIO

failure to evaluate revision to design criteria

memorandum

. 50-323/96024-03

VIO

failure to perform a 50.59 evaluation prior to changing

Unit 2 reactor trip setpoints

50-275(323)/96024-04

Closed

URI

performance of primary flow determination at the end'of

cycle

50-275(323)/96023-04

URI

50-275;323/9201 6-01

-

VIO

I

change of RCS flow determination from beginning of

~

cycle to end of cycle without formal safety evaluation

loading of rigging equipment beyond its safe working

load

50-275/96005-00

Discussed

LER

potential for flashing in containment fan cooler units

50-275;323/96021-07

URI

non-conservative'ssumptions

in timing of switchover

to cold leg recirculation

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LIST OF ACRONYMS USED

AR

CAP

CS

CVCS

DCM

ECA

ECCS

EOP

."-CV

FSARU

LBIE

LER

LI

'OCA

LOF

MMF

MP

MSSV

PAMS

PDR

POA

PSRC

RCS

RHR

RV

RWST

SCMM"

.SSER 9

TS

WO

safety evaluation report

action request

chemical analysis procedure

containment spray

chemical and volume control system

design criteria memoranda

emergency contingency action

emergency core cooling system

emergency operating procedure

flow control valve

Final Safety Analysis Report Update

licensing basis impact evaluation

licensee event report

level indicator

loss of coolant accident

loss of flow

minimum measured flow

maintenance

procedure

main steam safety valve

postaccident

monitoring system

postaccident

sample system

public document room

prompt operability'ssessment

plant staff review committee

reactor coolant system

residual heat removal

relief valve

refueling water'storage

tank

subcooling margin monitor.

supplement

9 to the,Diablo Canyon

Technical Specification

.

work order.

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