Text

Reactor Containment Bldg Integrated Leakage Rate Test Types A,B & C Periodic Test
	ML20246M695
Person / Time
Site:	River Bend
Issue date:	05/31/1989
From:	; STONE & WEBSTER ENGINEERING CORP.
To:	;
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ML20246M689	List: ML20246M695; RBG-31450, Forwards Reactor Containment Bldg Integrated Leakage Rate Test Types A,B & C Periodic Test;
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REACTOR CONTAINMENT BUILDING O INTEGRATED LEAKAGE RATE TEST TYPES A, B, AND C PERIODIC TEST 4 a GULF STATES UTILITIES COMPANY RIVER BEND STATION UNIT 1 O

DOCKET No. 50-458 OPERATING LICENSE No. NPF-47 MAY 1989 A

Prepared by BOSTON, MASSACIIUSETTS

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. TABLE OF CONTENTS

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() SECTION TITLE PAGE TABLE OF CONTENTS 'ii LIST OF ATTACHMENTS iii REFERENCES v

' PURPOSE' 1' 2- -

SUMMARY

- 2-1 2.1. . TYPE.A TEST 2-1 2.1.1 Test Summary 2-1

. 2.2 LOCAL LEAKAGE RATE TESTS (TYPES B & C) 2-3

-3 TYPE A TEST 3.1-1 3.1 EDITED LOG: OF EVENTS 3.1-1 g7 3.2 : GENERAL TEST DESCRIPTION 3.2-1 3.2.1. - Prerequisites . . 3.2-1 3.2.2 Equipment and Instrumentation- 3.2 2 3.23 Data Acquisition System 3.2-3

'3.2.4 Data Resolution System 3.2-3 33 TEST RESULTS 33-1 33.1- Presentation of Test Results 33-1 33.2 ILRT Results - 33-1 33.2.1 ILRT Results - Mass Point Analysis 33-1 33.2.2 - Supplemental Test Results 33-2 33.2.3 , Leakage Penalties Added to Type A Leakage 33-4

~ 4_ LOCAL LEAKAGE RATE TESTS (TYPES B & C) 4-1 a

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LIST OF ATTACHMENTS ATTACHMENT TITLE 1A Test Data Summary 3.2A Site Meteorology 3.2B Instrumentation List 3.2C Temperature Detector Zones 33A ILRT Measured Input Data 33B ILRT Reduced Input Variables 33C ILRT Absolute Test Method - Mass Point Analysis Test Results 33D Graph 1 - Containment Pressure vs. Time, ILRT 3.3E Graph 2 - Drywell Pressure vs. Time, ILRT 33F Graph 3 - Containment Vapor Pressure vs. Time, ILRT

,_ 33G Graph 4 - Drywell Vapor Pressure vs. Time, ILRT i i 33H Graph 5 - Containment Temperature vs. Time, ILRT 33I Graph 6 - Drywell Temperature vs. Time, ILRT 33J Graph 7 - Containment Mass vs. Time, ILRT 33K Graph 8 - Drywell Mass vs. Time, ILRT 33L Graph 9 - Leakage Rate and UCL vs. Time, Mass Point Analysis,ILRT 33M Superimposed Leakage Verification Test, Measured Input Data {

3.3N Superimposed Leakage Verification Test, Reduced Input Variables l

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LIST OF ATTACHMEN1S (CONT.)

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A'ITACHMENT ILTLE 3.3P Superimposed leakage Verification Test, Absolute Test Method - Mass Point Analysis Test Results' 3.30 Graph 10 - Total Mass vs. Time, Verification Test 3.3R . Graph 11 - Leakage Rate vs. Time, Mass Point Analysis, Verification Test 4A' Summary of I2) cal leakage Rate Test Data 4B 1989 Localleakage Rate Test Summary Analysis O

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r REFERENCES

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1. 10CFR Part 50 ',' Appendix J, Primary Reactor Containment Leakage Testing for .

'y Water-Cooled Power Reactors, November 15,1988.

2. River Bend Station Test Procedure STP-057-3703, Primary Reactor Building Integrated -

leak Rate Test.

. 3. River Bend Station Test Procedure STP-057-3800, local Leak Rate Tests.

4. , ANSI-N45.4, American National Standard, Leakage-Rate Testing of Containment Structures for Nuclear Reactors, March 16,1972.

5. ANSI /ANS 56.8,ContainmentSystemIxakageTestingRequirements, January 20,1987.'

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' This document used only as a guideline and any reference to said document in no way implies compliance, y

SECTION 1 PURPOSE

'(N }-:~ The purpose of this report is to present a description and analysis of the May 1989 Periodic Type A Primary Containment Integrated Leakage Rate Test (ILRT) and a summary of the Periodic Types B and C Local I2akage Rate Tests (LLRT) conducted since April 1985 at the River Bend Station. The River Eend Station,' Unit No.1 is operated by Gulf States

' Utilities Company (GSU). . Specific plant information and technical data is contained in Attachment 1A..

Stone & Webster Engineering Corporation (SWEC) provided engineering consultation services to Gulf States Utilities Company during the performance of these test.

This report is submitted as required by 10CFR50, Appendix J, Paragraph V.B.

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, ot 4, ATTACHMENT 1A.

TEST DATA SUM. MARY.

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A.., Plant Information -

1

, Operator - Gulf States Utilities Company Plant River Bend Station - Unit 1 Location St. Francisville, LA-Containment Type BWR - Mark 3 Dock'et Number '50-458 Operating License No. NPF-47 Date Test Completed . May 29,1989.

B. Technical Data Containment Net Free Air Volume as Tested 1,427,786 cu ft.

. Calculated Peak Acc! dent Pressure 7.6 psig-

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Page 1 of 1

SECITON 2

SUMMARY

P 2.1 TYPE A TEST 2.1.1 Test Summary Pressurization for the ILRT began at approximately 1255 hours0.0145 days 0.349 hours 0.00208 weeks 4.775275e-4 months on May 27,1989. A pressurization rate of approximately 2.1 psi per hour was achieved. Extensive investigations of all penetration areas were conducted throughout the pressurization and the Type A test.

During the pressurization, two moisture detectors (MT 128 & MT 129) failed. The manner of failure suggested that they had lost their power supplies (Post-test investigation revealed that each of these sensors were connected to the same power supplies as a temporary fan.

The fans tripped these breakers during the pressur;7ation). It was decided to continue the test by reassigning the weight fractions of these two sensors to the remaining two containment moisture sensors.

Containment pressurization was secured at approximately 1313 hours0.0152 days 0.365 hours 0.00217 weeks 4.995965e-4 months on May 24, 1989.

The pressurization piping system was isolated and vented.

At 2050 hours0.0237 days 0.569 hours 0.00339 weeks 7.80025e-4 months on May 27, 1989, the thermal stabilization criteria of Reference 2 was satisfied; however, the moisture sensors were still unstable. RTD 22D, which had been reading higher than the other sensors in its zone since before start of pressurization, began to show continually increasing ten perature and was declared inoperable. The mass and (T moisture trends were monitored. At 1045 en May 28,1989 the containment appeared to

() be more stable and the test was started at 1100.

Pressure, temperature and relative humidity data were contir.uously recorded throughout the test period at 15 minute intervals.

The Type A test was successfully completed after 24 hours2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months at 1100 hours0.0127 days 0.306 hours 0.00182 weeks 4.1855e-4 months on May 29,1989 with a Mass Point Upper Confidence Limit of 0.088797 percent / day which was well below the 0.7513acceptance criteria of 0.195 percent / day.

The Superimposed Verification Test was started at 1215 hours0.0141 days 0.338 hours 0.00201 weeks 4.623075e-4 months on May 29,1989 and was successfully completed at 1615 hours0.0187 days 0.449 hours 0.00267 weeks 6.145075e-4 months on May 29,1989. The results of the verification test satisfied the requirements of Reference 2.

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2.2 ?- LOCAL LEAKAGE RATE TESTS (Types'B ctd C)

The; Local' Leakage Rate' . Tests-(LLRT) of.' containment ' isolation .:alves and otherJ containment penetrations .were conducted as required by the methods ' described in the '

CfN-' ij, l plant operating procedure, Reference 3, for the Types B and C tests.-

Section 4 of this report summarizes the data for the LLRT conducted since the April 1985 LType A test in accordance with Appendix J,10CFR50, Paragraph V.B.' ,

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SECITON 3

~ TYPE A TEST

) 3.1 EDITED LOG OF EVENTS This log was edited from information contained in the ILRT Test Director's Official Type A Log of Events, and from Reference 2.

May 27,1989 1015 Final containment, seal containment and drywell walk-downs successfully completed.

1035 RTD 22D is trending 10 F higher than the other RTDs in its zone.

1255 Started containment pressurization.

1335 Lost signal from MT 129, apparently from the trip of a lighting panel breaker in the containment.

1515 Signal from MT 128 lost in the same manner as MT 129.

1645 Secured containment pressurization at 23.004 psia. Pressurization system isolated and vented.

2050 Thermal stabilization criteria has been satisfied, however, the moisture sensors are

[')

G still unstable. Continuing to monitor. RTD 22D is showing a continually rising temperature and is declared inoperable.

May 28,1989 1025 Completed isolation of main steam line drain valves to the concenser and broke condenser vacuum. These valves were not part of the test lineup and breaking condenser vacuum provided test conditions more consistent with accident conditions.

1045 The mass trend s~eems to be leveling off and a decision is made to start the test at 1100.

1100 Started ILRT.

1205 Reviewed RCIC valve lineup, valves 1E51*MOVF066,077, and 088 as potential leakage paths.

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4.y ' .3 , :.1100) 'Izaka'ge rate test successfully completed.

12151 ISuperimpossd leak initiated.l . Verification' test started.

yJ "1615 iS6perimposed Verification test successfully completed.

l f 1900f iContainmerit depressurization started.:

[ l . May 30,"1989 11230. Containment depressurization completed.

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l 3.1-2

3.2 GENERAL TEST DESCRIPTION (j 3.2.1 Prerequisites G

In accordance with Reference 2, the following is a listing of the pertinent prerequisites completed and documented prior to containment pressurization:

a. All required Types B.and C leakage rate testing have been completed or any remaining 11RTs have been evaluated for impact on the test.

b. Pressurization system lined-up and ready for operation.

c. All pressurized components and systems either removed from the containment or vented.

d. All required test instrumentation installed and calibrated within 6 months of the test.

e. Satisfactory inspection of the primary containment in accordance with Reference 2.

f. Data acquisition and analysis computer systems used for the test are operational.

g. All required system valve lineups completed.

b; Site meteorological data recorded during the performance of the ILRT (Attachment 3.2A) f ~-

() i. Restricted plant access plan in effect.

j. RCS temperature maintained stable prior to and during the performance of the ILRT.

k. Instrument Selection Guide (ISG) calculated.

1. All require pool and tank pre-test levels have been recorded.

m. Pressure ind:cators on the air locks installed.

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3.2-1

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3.2.2 Eq:1pm:::::t tnd Instrumenttiom

. Pressurization of the },rimary containment was achieved by utilizing a temporary system

- (~ consisting of 5 temporary air compressors manifolded with aftercoolers and a refrigerant A air drier. The system inc!uded adequate instrumentation and valving to maintain proper monitoring and control of the ~ compressed air quality throughout the pressurization i sequence. The total capacity of the pressurization system was approximately 7,500 standard cubic feet per minute (SCFM).

The various containment parameters required to calculate containment leakage during the test, were monitored using instrumentation which consisted of 22 resistance temperature detectors,6 dew point sensors, and 2 absolute pressure indicators. During the test 2 of the dewpoint sensors and one'of the RTDs failed leaving 21 RTDs and 4 dewpoint sensors.

' Pertinent data for the test instrumentation is listed in Attachment. 3.2B,- and the Containment and Drywell Zones are shown on Attachment 3.2C. Elevations and azimuths are approximate.

A mass flow meter was used to perform the superimposed leakage verification test.

htrument Selection Guide (ISG)

Sensor Typ3 No. of Sensors Sensitivity Error System Error Pressure 2 0.002 psi 0.00 psi Temperature 21 0.02 F 0.02 F Relative Hum. Sensors 4' O.40 F 1.00 F '

A V

Test Duration 24 hrs.

Test Pressure 22.3 psia Test Temperature 70 F = 530 R Test Dewpoint Temp. 70 F ISG =

!400 t

'2(EEP

)2 + 2(EI):

T

+ 2 ( EEP y ):

y ISG s 0.25 L, which equals 0.065% per day since L, = 0.26% per day

a. EP = error associated with absolute pressure' instruments EP = 0.002/ fi-EP = 0.001414 O

3.2-2

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' b. ET. = crror associnted with 1:mper tura instruments ET .= 0.028284/ /21 j-l<(f ET = 0.006172-

c. EPy' = error associated with vapor pressure instruments EPg =. 0.013344/ K EPf = 0.00667 Using values established in a,b and c above, calculate ISG.

2400 0.0014 D 0.00667 2/2-ISG = i 24 2( 22.3 ): + 2 s . 006 530 2) 2 + 2( 22.3 ):

~ ISO = i 0.043282 which 'is less than 0.065%/ day (25% of L,)

l 3.2.3 . Data Acquisition System The ERIS' computer was used to scan the data from the 21 resistance temperature detectors and 4 dewpoint temperature sensor input signals.- Data readings of the instantaneous values

.;7s7f were printed every 15 minutes during pressurization, leakage Rate and Verification tests.

qThe pressure sensor and the verification flow meter readings were recorded manually.

3.2.4 Data Resolution System The recorded data was manually inputted to a dedicated computer system using Stone &

Webster Engineering Corporation's (SWEC) ILRT analysis program for data reduction and leakage rate calculations. The following calculations used the instantaneous values of the ILRT sensors to determine the Mass Point leakage rate.

3.2-3

~ Absolute Method of Mass Point Analysis -

The Absolute Method of Mass Point Analysis consists of calculating the air mass within the containment structure, over the test period using pressure, temperature, and dewpoint temperature observations made during the ILRT. The air mass is computed using the ideal

- gas law as follows:

M= 144V(P-P3 (Eq.1) -

RT where:

M = air mass, Ibm P = total pressure, psia P, = average vapor pressure, psia R = 53.35 ft-lbf/lbm R (for air)

T = average containment temperature, R V = containment free volume, ft3 The leakage rate is then determined by plotting the air mass as a function of time, using a least-squares fit to determine the slope, A = dM/dT. The leakage rate is expressed as a percentage of the air mass lost in 24 hours2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months or symbolically:

Leakage Rate = -2400 (A/B) (Eq. 2)

Where A is the slope of the least-squarer curve and B is the y-intercept. The sign convention 3 is such that the leakage out of the cor.tainment is positive, and the units are in percent / day.

- A confidence interval is calculated using a Student's T distribution. The sum of the leakage rate and confidence interval is the 95% Upper Confidence Limit -- Mass Point (UCleMP).

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'A'ITACHMENT 3i2A -

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)1 SITE METEOROLOGY L Ambient Barometric Wind - Wind General.

Tmperature Pressure Speed Direction Conditions Dalg. .Timg. (del D (Psis)- (MPH) (Den) h May 27,:1989 1000 79.8 14.85 4.6 268 Clear & Sunny 1100 81.6 14.85 4.2 293 Clear & Sunny 1200; 83.6 14.85 4.7 287 Clear 6 Sunny 1300 85.6 14.85 5.1 303 Clear & Sunny, 1400 87.3 14.84 4.6 264 Clear & Sunny 1500- 88.6 14.83 4.4 256 . Clear & Sunny.

1600 89.1 14.82 4.8 240 Clear &. Sunny 1700 89.6 14.81 4.6 269 Clear & Sunny-1800 89.4 -14.80 3.6 291 Clear.& Sunny 1900 87.7 14.81 2.2 284 Clear Skies 2000 84.4 14.81 1.2 243 Clear Skies.

2100 :79.6 14.81 0.6 352 Clear 2200 77.6 14.82 0.0 -

Clear Night 2300 76.5 14.82 0.0 -

Clear Night May 28, 1989 0000 75.6 14.82 1.0 22 Clear Night _'

0100, 76.3' 14.82 2.1 37- Clear Night

/

O 0200 76.0 14.82 1.5- 127 Clear Night 0300 Note 1 14.82 Note 1 Note 1 Clear Night 0400- Note 1 14.82 ~ Note 1- Note.1 Clear Night

i. 0500 71.9 14.83- 0.0 -

Clear Night 0600~ 71.9 14 83 0.8 60 Clear Night.

0700. 71.7 14.84 0.0 -

Clear Skies 0800 74.1 14.85 1.8 47 Clear Skies 0900 78.2- 14.85 3.3 66 Clear Skies 1000 81.2 14.84 3.2 69 Clear Skies 1100 84.0 14.84 2.7 15 Clear Skies 1200 86.5 14.83 3.7 3 Clear Skies 1300 87.7 14.83 3.8 2 Clear Skies 1400 89.1 14.81 4.2 13 Clear Skies-1500 89.9 14.80 3.7 5 Scattered Clouds 1600 90.4 14.79 3.6 24 Partly Cloudy 1700 90.4 14.78 3.8 7 Scattered Clouds 1800 90.1 14.78 3.5 3 Clear Skies 1900 89.1 14.78 2.4 8 Clear h

2000 85.3 14.78 1.0 354 Clear 2100 80.9 14.78 0.0 - Clear

< 2200 79.3 14.79 1.3 62 Clear 2300 78.5 14.79 0.6 30 Clear

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ATTACHMENT 32A.

k SITE METEOROLOGY j^N; , .

.Q}{ Ambient Barometric Wind - Wind General Taperature Pressure Speed Direction Conditions (Dee F)

DAlf. I15g (Psial (MPH) (Dem)

May 29, 1989 0000 78.5 14.79 1.3 101 Clear 0100 78.2' 14.79 2.0 106 Clear 0200 '77.2 14.79 2.5 138 Clear-0300 76.4 -14.79 2.2- 122; Clear 0400' 75.6 14.79 '2.2 140 Clear 0500- . 75.1 - 14.80 2.6 -107- Clear 0600- 74.2 14.80 2.4- 93 Clear 0700 73.6 14.81 2.0 84 Cloudy 0800' 74,7 14.81 2.7 94 Cloudy 0900 77.5 14.82 3.2 110 Partly. Cloudy 1000 80.4 14.81 3.4 122- Partly Cloudy 1100 82.9 14.81- .4.0 110 Clear 1200 .85.6 14.81 3.3 116 Scattered Clouds

'1300 87.2 14.80- 3.5 84 Scattered Clouds 1400 89.0 14.79 4.0 111 Clear 1500 89.2 14.78 4.4 108 Clear 1600 . Note 1- 14'.77 Note 1 Note 1: Clear 1700 Note 1 14.76 Note.1 Note,1 Clear

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PROFILE VIEW REACTOR BUILDING ATTACHMENT 3.2B TEMPERATURE ZONES

' RIVER BEND STATION GULF STATES UTILITIES

33 TEST RESULTS

( ) 3.3.1 - Presentation of Test Results The test data for the May 1989 ILRT is based on a 24 hour2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months test period starting at 1100 hours0.0127 days 0.306 hours 0.00182 weeks 4.1855e-4 months on May 27,1989. The final test results were determined using SWEC's ILRT computer program. The Measured Input Data, Reduced Input Variables, Mass Point Analysis Test Results, and representative graphs are contained in Attachments 3.3A through 3.3L Mass Point Analysis Test Results for the ILRT satisfied the procedural acceptance criteria.

The Type A Test instrumentation was verified by the Superimposed leakage Verification Test Method. The Measured Input Data, Reduced Input Variables, M ss Point Analysis Test Results, and representative graphs are contained in Attachments 3.3M through 3.3R.

Mass Point Analysis Test Results for the Superimposed Leakage Verification Test satisfied the procedural acceptance criteria.

3.3.2 ILRT Results The 23.3 psia ILRT was conducted in accordance with Reference 2. The results for the ILRT and for the Supplemental Test are shown below.

i 3.3.2.1 ILRT Results - Mass Point Analysis

,,) llem (Percent / Day)

1. L,m, Leakage Rate Calculated 0.079532

2. UCL, Upper Confidence Level 0.009265

3. UCL-MP, L,m Leakage Rate 0.088797 plus UCL (1&2)

4. Corrections for:

(See Sections 3.3.2.4)

i. Type B & C Penalties 0.001374 ii. Water Levels 0.010393 iii. CRD Accumulators 0.009700 iv. Air Lock Accumulators 0.001110

v. Total Corrections 0.022577 (i. through iv.)

5. Total Reported Type A Leakage Rate 0.111374 (Items 3&4 v )

Results were within the acceptable limits of 0.75 L, or 0.195 percent / day.

,a 3.3-1

\ ,1, w 3.3.2.3 ! Supplemental Test Results fN

~ N._/

The Supplemental Verification Test was performed using the Superimposed I2akage

' Verification Test Method in accordance with Reference 2.- The results for the Superimposed -

H- Leakage Verification Test are shown below.

1. - The Superimposed Leakage Verification Test is acceptable provided I4 falls within the; following range:~

_ (L ,+ Lo -

0. 2 5 L.) . s L, 5 _ ( L., + . Lo + 0. 2 5 L.) .

Where:: L,m .= Type A calculated leakage rate (computer)

(L,, - MP = 0.079532 %/ day).

Lo= Superimposed leakage rate (rotameter)

(L o.= 0.260521 %/ day)-

L,' = Maximum allowable leakage rate (L, = 0.26 %/ day)

. I, =- Composite leakage rate (computer) .

(I,- MP = 0.348965 %/ day)

c (0.079532 + .0.260521 - 0.065) s 0.348965 s -(0.079532 + 0.260521 + 0.065)-

4)-

(0.275053) ' s 0.348965 s (0.405053)

- The . Superimposed - LeakageL Verifbation Test met the requirements set forth in Reference 2.

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'3.3.2.4 ' leakage Penaliles Added'to Type A leakage

.I,.

cry Penetration leakage to be added since these penetrations were isolated or could not be Ql - -

= vented and drained during the Type A test.' The leakage assigned is the recorded value for mmimum pathway analysis.

Ieakage l i.- Troe B & C Penalties- Description SCFD Z20' RHR 27.56 Z6- RWCU 0.0 '

Z7 RWCU 0.102 Z129L RWCU- 0.52

.Z29 CRD' O.11'

-Z48 CCP 0.34 Z49 CCP 1.13 Total 29.762 Total Type B & C Leakage 29.762 SCFD Total Type B & C leakage 0.001374 percent / day

.f~

ii.- -Water 12 vel Corrections ' Description . Gallons Drywell Floor Drain Tank 300 Reactor Bldg. Floor Drain 20 PED Floor Drain Sump 5 Cont. Equip. Drain Sump - 360 Drywell Equip. Drain Sump 425 Total Water level Corrections 1110 Gallons Total Water Level Corrections 0.010393 percent / day lii. CRD Accumulator Corr. Description SCFM Accumulators 0.1465 1

Total CRD accumulator Corrections 0.1465 SCFM Total CRD accumulator Corrections 0.009700 percent / day l

LO 3.3-3

?

iv. - Air lack Accumulators- Description SCFM e ..

3 y'3 Air Lock Accumulators 0.1673-Total Air Lock ~ Accumulator Corrections 0.1673 SCFM Total Air Lock Accumulator Corrections 0.001110 percent / day leakage'

v. - Total Corrections Description Percent / Day -

Total Type 'A Corrections < Penalties and 0.022577

. (i. through iv.) Corrections O

1

'l 3.3-4 l

' ATTA'CHMENT 3.3A River Bend - 1989 ILRT

FROM 11:00. HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 MEASURED INPUT DATA 05/28/89 11:00 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C .T_3A T_3B T_3C T_4A

'90.721 91.112 102.052 91.762 90.863 90.508 87.631 86.647 87.871 87.657 T_4B T_4C 'T_5A T_5B T_SC . T_6A T_6B T_6C T_7A T_7B 87.151 86.314 86.626 88.342 86.478 81.636 81.391 81.520 91.210 91.141 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.598 95.695 88.066 .85.424 82.115 80.607 81.256 80.323 22.925 22.939 05/28/89 11i15 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A. T_3B T_3C T_4A 90.721 91.143 102.052 91'.777 90.879 90.539 87.647 86.647 87.886 87.672 T_4B -T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_78 87.182 d6.330 86.626 88.404 86.478 81.651 81.407 81.532 91.210 '31.141 T_8A .T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.598 95.711' 88.066 85.424 82.092 -80.723 81.046 80.300 22.926 22.940 05/28/89- 11:30 Voll - 1192407.00 T_1A_ T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 90.737 91.143 102.052 91.746 90.894 90.554 87.678 86.fA4 R7.R86 87.688 T_4B. T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87.182 86.330 86.626 88.420 86.509 81.667 81.407 81.536 91.210 91.141 T_8A T_8B M_1A M_1B M_2A' M_2B M_3A M_3B P121 P122 100.629 95.711 88.066 85.424 82.092 80.700 80.930 80.254 22.926 22.940 05/28/89 11:45 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 90.752 91.159 102.052 91.808 90.925 90.570 87.693 86.694 87.902 87 703 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87 182 86.330 86.641 88.435 86.509 81.682 81.438 81.567 91.225 91.157 T_8A T_8B M_1A M_1B M_2A M_2B M_3A H_3B P123 P122 100.629 95.711 88.066 85.424 82.022 80.700 81.303 80.160 22.927 22.941 05/28/89 12:00 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 90.768 91.159 102.052 91.808 90.941 90.585 87.709 86.709 87.917 87.719 T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B r 87.213 86.361 86.657 88.466 86.524 81.698 81.438 81.582 91.225 91.157

( T_8A T_8B M_1A M_1B M_2A M_2B M_3/. M_3B P121 P122

~'

100.614 95.726 88.066 85.424 81.789 80.467 81.003 80.090 22.927 22.941 Page 1 of 20

ATTACHMENT 3.3A

['y River Bend - 1989 ILRT V FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 MEASURED INPUT DATA 05/28/89 12:15 'Voll - 1192407.00 T_1A T_1B T_1C - 'T_2A T_2B T_2C T_3A T_3B T_3C T_4A' 90.768 91.174 102.052 91.824 90.941 90.601 87.724 86.725 87.948 -87.734 T_4B T_4C T_5A' T_5B T_SC T_6A T_6B T_6C T_7A T_7B 87.213' 86.376 86.641 88.466 86.539 81.698 81.453 81.598 91.210 91.141 T_8A- T_8B. M_1A - M_1B M_2A . M_2B M_3A M_3B P121 P122 100.629 95.742 -88.066 85.424 82.161 80.700 81.419 80.393 22.928 22.942 05/28/89- 12:30 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B. T_3C T_4A' 90.783 91.190-102.052 91.839 90.956 90.601 87.740 86.725 87.948 87.765 T_4B T_4C T_5A .T_5B T_SC T_6A T_6B T_6C T_7A T_7B 87.229. 86.376 86.688 88.451 86.539 81.713 81.469 81.613 91.210 91.048 T_8A T_8B M_lA M_1B M_2A M_2B M_3A M_3B P121 P122 100,629 95.742 88.066 85.424 .81.929 80.397 80.464 79.648 22.929 22.942 05/28/89 12:45 Voll - 1192407.00 pv

d T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C

'90.799 91.190 102.052 91.854 90.941 90.601 87.755 86.756 87.964 87.780 T_4A T 4B T 4C T SA T SB T SC T 6A T 6B T 6C T 7A 7 7B 87.529 86.376 86588 88551 86.570 81.729'81584 81513 91.I94 90.'37 T_8A T_8E M_lA M_1B M_2A M_2B M_3A M_3B P121 P122 100.645 95 757 88.066 85.424 82.278 80.886 81.023 80.254 22.930 22.943 05/28/89 13:00 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 90.799 91 190 102.052 91.870 90.972 90.601 87.770 86.756 87.979 87.796 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T,.7B -

87.229 86.391 86.703 88.482 86.570 81.744 81.484 81.629 91.194 90.925 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100,645 95.773 88.066 85.424 82.371 80.676 81.279 80.207 22.930 22.943 05/28/89 13:15 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A

,;. 90.814 91.205 10?. 052 91.870 91.003 90.632 87.786 86.771 87.995 87.811 T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 87.244 86.407 86.703 88.497 86.601 81.760 81.515 81.644 91.179 90.894 T 8A T 8B M 1A M 1B M 2A M 2B M 3A M 3B P121 P122 100545 95.773 88566 85324 81.552 80.581 81.509 79.997 22.930 22.943 Page 2 of 20

ATTACHMENT 3.3A y

7J

-( River Bend - 1989 ILRT

.FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 MEASURED INPUT DATA 05/28/89 13:30 Voll - 1192407.00 T_1A T_1B- .T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 90.814. 91.236 102.052 91.885 90.987 90.632 87.801 86.802 88.010 87.842 T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 87.260 86.422 86.734 88.482 86.617 81.760 81.515 81.644 91.179 90.878

--T_8A T_8B M_1A M_1B M_2A . M_2B. M_3A M_3B P121' P122 100.660 95.7731 88.066 85.424 82.464 80.978 81.093 80.417 22.931: 22.944

'05/28/89 13:45 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C. T_3A T_3B. T_3C T_4A 90.830 91.236 102.052 91.885 91.003 90.662 87.817 86.817 88.025 87 858

.T_4B T_4C . T_5A 'T_5B -T_SC T_6A T_6B T_6C T_7A T_7B 87.275 86.422 86.734 88.513 86.648 81.790 81.546 81.675 91.179 90.847 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.660 '95.788 88.066 85.424 82.231. 80.700 81.070 80.300 22.931 22.945 05/28/89 14:00 Voll - 1192407.00 D T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 90.830. 91.236 102.052 91.901 91.003 90.662 87.832 86.833 88.025 87.873 T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 87.275 86.438 86.734 88.528 86.663 81.806 81.561 81.690 91.179 90.847 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.645 95 788 88.066 85.424 82.487 80.839 81.419 80.323 22.931 22.945 05/28/89 14:15 Voll - 1192407.00 T_lA T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 90.830 91.252 102.052 91.901 91.003 90.647 .87.848 86.848 88.041 87.904 T_4B T_4C T_5A T_5B T_5C T_6A -T_6B T_6C T_7A T_7B 87.275 86.438 86.765 88.590 86.679 81.806 81.577 81.706 91.179 90.832 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122

.100.676 95.804 88.066 85.424 82.487 80.955 81.442 80.533 22.931 22.945 05/28/89 14:30 Voll - 1192407.00 T_1A T_1b T_1C T_2A T_2B T_2C T_3A .T_3B T_3C T_4A 90.845 91.252 102.052 91.916 91.003 90.647 87.863 86.879 88.041 87.920 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87.291 86.453 86.765 88.590 86.694 81.821 81.592 81.721 91.163 90.832 A T 8A T 8B M 1A M 1B M 2A M 2B M 3A M 3B P121 P122 100.676 95.804 88.066 85.424 82.561 80.490 81.693 80.621 22.931 22.946 Page 3 of 20

[ '

p 7-ATTACHMENT 33A River Bend - 1989 ILRT.

b- .

FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 MEASURED INPITT DATA 05/28/89 14:45 Voll.- 1192407.00 T 1A . T 1B T'1C T 2A T 2B T 2C LT 3A -T 3B- T 3C T 4A l- 90.845 91.252 102.052 91.916 91.018 90.662 87.863 86.879 88.041 87.935

! T_4B T_4C T_5A T_5B T_SC T_6B T_6C T_7A T_7B 87.306 86.453 86.796 88.605 86.709 81.852 T_6A .81.592 81.737 91.179 90.832 T_8A T_8B . M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.676 -95.804 88.066 85.424 82.487 80.932 81.023 80.347 22.932 22.946 I< 05/28/89 15:00 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 90.876 91.252 102.052 91.932 91.034 90.662 87.894 86.895 88.072 87.951 T_4B - .T_4C T_5A T_5B T_SC T_6A T_6B T_6C .T_7A T_7B 87.322- 86.469 86.780 88.559 86.725 81.852 81.608 81.737 91.163 90.801 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122

'100.676 95.804 88.066 85.424 82.464 81.048 81.140 80.650 22.933 22.947

.. 05/28/89 15:15 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B . T_3C T_4A 90.876 91.283 102.052 91.932 91.049 90.693 87.925 86.910 88.087 87.966.

T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B-87.337. 86.469 86.780 88.590 86.756 81.868 81.608 81.768 91.163 90.816 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.660 95.804 88.066 85.424 82.533 80.700 81.532 80.393 22.933 22.948 05/28/89 15:30 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 90.876 91.298 102.052 91.963 .91.065 90.693 87.925 86.941 88.087 87.997 T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 87.337 86.484 86.796 88.605 86.787 81.883 81.608 81.768 91.179 90.816 T_BA T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.660 95.819 88.066 85.424 82.673 81.374 81.256 80.673 22.933 22.949 05/28/89 15:45 Voll - 1192407.00 T_lA T_1 B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 90.892 91.298 102.052 91.963 91.080 90.709 87.956 86.957 88.118 87.997 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87.337 86.500 86.811 88.636 86.802 81.899 81.623 81.783 91.179 90.801 T 8A T BB M 1A M 1B M 2A M 2B M 3A M 3B P121 P122 100.560 95.519 88.066 85.424 82.301 80.576 81.582 80.370 22.934 22.949 Page 4 of 20

p ,

ATTACHMENT 3.3A

)-

l(V ~

- River Bend - 1989 ILRT FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 MEASURED INPUT DATA -

05/28/89 16:00 voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 90.892 91.298 102.052 91.963 91.080 90.709 87.972 86,972 88.118 88.028 T_4B . T_4C T_5A T_5B T_SC- T_6A . T_6B T_6C- T_7A T_7B 87.352. 86.500 86.811 88.636 86.833 81.899 81.623 81.783 91.163 90.801 T_8A T_8B M_1A M_1B- M_2A M_2B M_3A M_3B P121- P122 100.676 95.835 88.066 85.424 82.324 80.816 81.559: 80.370 22.935 22.949 05/28/89 16:15 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 90.892 91,298 102.052 91.978 91.111 90.740 87.987 86.988 88.134 88.043-T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B.

87.368 86.515 86.811 88.605 86.849 81.914 81.639 81.814 91.179 90.801 T_8A T_8B. M_1A M_1B M_2A M_2B M_3A M_3B P121- P122 100.676 95.835 88.066 85.424 82.719 81.211 81.419 80.743 22.935 22.950-05/28/89 16:30 -Voll - 1192407.00 gs

('" . T 1A T 1B T IC T 2A T 2B T 2C T 3A T 3B T 3C T 4A 90.507 91.329 102.352 91.994 91.396 90.724 88.602 87.303 88.149 88.059 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87.383 86.515 86.827 88.590 86.879 81.930 81.654 81.829 91.179 90.801 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.691 95.850 88.066 85.424 82.626 81.048 81.244 80.626 22.935 22.950 05/28/89 16:45 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 90.907 91.314 102.052 91.994 91.034 90.740 88.018 87.018 88.165 88.074 T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7Bf 87.383 86.531 86.842 88.652 86.910 81.945 81.654 81.845 91.179 90.801 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.676 95.850 88.066 85.424 82.650 81.002 81.652 80.603 22.936 22.951 05/28/89 17:00 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 90.923 91.329 102.052 92.009 91.127 90,755 88.033 87.049 88.196 88.074 T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 87.399 86.546 86.842 88.683 86.941 81.945 81.685 81.845 91.179 90.786 7 BA T 8B M 1A M 1B M 2A H 2B M 3A M 3B P121 P122 100.576 95.550 88.666 85.424 82.529 81.257 81.442 80.529 22.936 22.951 Page 5 of 20

- ATTACHMENT 3.3A

. . .I't River Bend - 1989 ILRT (I FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/39 MEASURED INPUT DATA 05/28/89. 17:15 Voll - 1192407.00 T_lA . T_lB T_10 T_2A T_2B T_2C T_3A T_3B T_3C T_4A 90.938 91.329 102.052 92,009 91.142 90.771 88.049 87.065 88.196 88.090 T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 87.414 86.546 86.858 88.667 86.957 81.960 81.701 81.829 91.179 90.801 T_8A- T_8B M_lA M_1B M_2A M_2B M_3A M_3B P121 'P122 100.676 95.850. 88.066 85.424 83.092 81.467 81.466 80.883 22.936 22.951 05/28/89. 17:30 Voll - 1192407.00 T_1A T_1B T_1C T_2A .T_2L T_2C T_3A T_3B T_3C T_4A 90.938 91.345 102.052 92.025 91.127 90.771 88.080 87.065 88.227 88.105 T_4B T_4C T_5A .T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87.430 86.562 86.858 88.652 86.988 81.976 81.701 81.876 91.179 90.801 T_8A. T_8B M_1A M 1B M_2A M_2B M_3A M_3B ' P121 P122 100.676 95.850 88.066 85.424 82.905 81,234 81.396 80.859 22.937 22.952 05/28/89 17:45 Voll - 1192407.00

^/")

- ('y T_1A T_1B T_lC T_2A T_2B T_2C T_3A T_3B T_3C T_4A 90.938 -91.345 102.052 92.025 91.142 90.755 88.080 87.080 88.242 88.136 T_4B T_4C T_5A. T_5B T_SC T_6A T_6B T_6C T_7A T_7B 87.445 86.562 86.889 88.667 87.019 81.991 81.731 81.891 91.179 90.801 T_8A T_8B M_1A M_1B M_2A- M_2B M_3A M_3B P121 P122 100,691 95.866 88.066 85.424 82.464 80.746 81.303 80.184 22.937 22.952 05/28/89 18:00 Voll - 1192407.00 T_1A T_lB T_1c T_2A T_2B T_2C T_3A T_3B' T_3C T_4A 90.954 91.376 102.052 92.040 91.158 90.786 88.111 87.096' 88.258 88.152 l .T_4B 'T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87.445 86.577 86.889 88.667 87.034 82.007 81.716 81.907 91.179 90.801 T_8A T_8B. M_lA M_1B M_2A M_2B M_3A M_3B P121 P122 100.676 95.866 88.066 85.424 82.905 81.257 81.466 80.976 22.937 22.953 05/28/89 18:U Voll - 1192407.00 T_1A T_1B T_10 T_2A T_2B T_2C T_3A T_3B T_3C T_4A 90.954 91.376 102.052 92.056 91.158 90.802 88.126 87.111 88.273 88.167 T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 87.461 86.577 86.904 88.683 87.049 82.022 81.731 81.907 91.179 90.801 T BA T 8B M 1A M 1B M 2A M 2B M 3A M 3B P121 P122

.O 100.676 95.581 88.066 85.424 82.573 80.586 81.722 80.556 22.938 22.953

%)

Page 6 of 20

ATTACHMENT 3.3A

[dl River Bend - 1989 ILRT

. FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 MEASURED INPUT DATA 05/28/89 18:30 Voll - 1192407.00 T_1A T_1B T_1C T_2A. T_2B T_2C T_3A T_3B T_30 T_4A .,

90.969 91.391 102.052 92.056 ~91.173. 90.817 88.142 .87.142 88.289- 88.183-T_4B T_4C T_5A T_5B T_SC T_6A .'T_6B T_6C T_7A .' T_7B 87 476 86.577 86.935 88.667 .87.065 82.038 81.747 81.922 91.179 90.816 T 8A T 8B M 1A M 1B M 2A M 2B M 3A M 3B P121 P122-100.691 95.897 88.066 85324 '82.533 ~8 0.700 81.536 80.347 22.938 22.954

'05/28/89 18:45 Voll - 1192407.00 T_1A . T_1B T_1C T_2A. T_2B T_2C T_3A T_3B T_3C T_4A 90.984' 91.407 102.052 92.071. 91.173 90.817 83.157 87.142 88.304 88.198 T 4B T 4C. T 5A T 5B T SC T 6A T 6P- T 6C T 7A T 7E 87.492 86.593- 86.920 88.683- 87.065 82.038 81.762 81.953 91.179 90.016 T_8A T_8B. M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.691 .95.897- 88.066 85.424' 82.905 81.188 81.699 80.859 22.939 02.954.

05/28/89. 19:00 Voll - 1192407.00 T_lA T_1B T_1C T_2A T_2B T_2C . T_3A T_3B T_3C T_4A~

91.000 91.407.102.052 92.087 91.189 90.817 88.173 87,158 88.319 88.229 T_4B T_4C

5A

_ T_5B T_SC T_6A T_6B T_6C- T_7A T_7B 87.507 -86.608 86.935 88.729 87.096 82.053 81.778 81.953 91.179 90.832 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121. P122 100.676 95.897 88.066 85.424 82.999 81.420 81.419 80.859 22.939. 22.955-

.05/28/89 19:15 Voll - 1192407.00 T_1A T_1B T_IC T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.000 91.407 102.052 92.102 91.220 90.848 88.188 87.173 88.335 88.245

.T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 87.523 86.623 86.935 88.729 87.127 82.069 81. 778 81.968 91.179 90.801 T_8A T_8B M_lA M_1B M_2A M_2B ,3A M_3B P121 .P122 100.691 -95.912 88.066 85.424 83.208 81.467 41.536 81.069 22.940 22.955 05/?8/89 19:3C Voll - 1192407.00 T,1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.031 91.438 102.052 92.102 91.220 90.833 88.204- 87.189 88.350 88.260 T_4B T_40 T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87.538 86.639 86.951 88.714 87.142 82.069 81.809 81.984 91.179 90.016 P121 P122

.g T_8A T_8B M_1A M_lB M_2A M_2B M_3A M_3B

, ; '100.691 95.912 88.066 85.424 82.673 80.909 81.512 80.370 22.940 22.956 Page 7 of 20

Y h

b o

- ATTACHMENT 3.3A

[d N River Bend - 1989 ILRT FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89-MEASURED INPUT DATA

.05/28/89 19:45 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.031 91.453 102.052 92.118 91.266 90.848 88.219. 87.204 88.366 .88.260 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87.554 86.639 86.966 88.745 87.142 82.084 81.809 81.999 91.179 90,801 T_8A ' _ T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 L. 100.691 95.928 88.066 85.424- 82.673 "

141 81.676 80.580 22.941 22.956.

05/28/89 -20:06 Voll - 1192407,00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A L

91.046 91.468 102.052 92.133 91.266 90.879 88.234 87.235 88.381- 88.291 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A. 'T_7B L 87.569 86.656 -86.981 88.760 87.173 82.100 81.840 81.999 91.194 90.816 l

T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122-100.691 95.928 88.066 85.424 82.719 80.816 81.676 80.487. 22.941 22.957 05/28/89 20:15 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.062 91.484 102.052 92.149 91.266 90.895 88.250 87.235 88.412 88.291 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87.585 86.670 86.981 88.729 87.173 82.115 81.840 82.015 91.194 90.801 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.691 95.928 88.066 85.424 83.115 81.606 81.606 81.092 22.942 22.958 05/28/89 20:30 Voll - 1192407.00 T 1A T 1B T 1C T 2A T 2B T 2C T 3A T 3B T 3C T 4A 91.662 91.I68 102.552 92.549 '91.582 90.895 88.181 87.566 88.il2 88.415-T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87.600 86.685 87 012 88.745 87 204 82.130 81.870 82.030 91.194 90.816 T BA T 8B M 1A M 1B M 2A M 2B M 3A M 3B P121 P122 100.591 95.528 88.566 85.424 83.347 81.I90' 81.909 81.586 22.943 22.958 05/28/89 20:45 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.062 91.499 102.052 92.180 91.297 90.895 88.201 87.266 88.443 88.337 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87,.600 86.701 87 028 88.776 87.204 82.130 81.870 82.046 91.179 90.816 T 8A T 8B M 1A M it M 2A M 2B M 3A M 3B P121 P122 hV 100.591 95.528 88.566 85.i24 82.766 81.541 81.722 80.696 22.943 22.959 Page 8 of 20

J )y A'ITACHMENT 33A River Bend - 1989 ILRT FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 A( f MEASURED INPUT DATA 05/28/89- 21:00 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C . T_3A T_3B T_3C T_4A 91.093 91.515 102.052 92.180 91.313 90.910 88.296 87.281' 88.443 88.353 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87.616- 86.701 87.028 88.760 87.219 82.161 81.886 82.061 91.194 53.816 T_8A T_8B- M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.707 95.943' 88.066 85.424 82.929 80.955 81.722 80.603 22.944 22.959 05/28/89 21:15 Voll - 1192407.00 T_lA T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.093 91.546 102.052 92.195 91.344 90.926 88.327 87.312 88.459 88.368.

T_4B T_4C T_5A' T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87.631 86.701 87.028 88.760 87.219 82.161 81.901 .82.077 91.194 90.816 T_8A .-T_8B M_1A M_1B M_2A M_2B M_3A M_3B .P121 P122 100.707 95.943 88.066 85.424 82.859 80.978 81.839 80.550 22.944 22.960 05/28/89 21:30 Voll - 1192407.00 T 1A T 1B T IC T 2A T 2B T 2C T 3A T 3B T 3C T 4A 91.508. 91.484 102.052 92.211 91.359 90.941 88.527.87.512 88.474 88.584 ;

%. T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B i 87.646 86.716' 87.043 88.776 87.250 82.177 81.932 82.092 91.194 90.832 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 ,

100.691 95.943 88.066 85.424 83.022 81.560 81.606 81.022 22.945 22.961 05/28/89 21:45 Voll - 1192407.00 T_1A T_1B T_1C T_24 T_2B T_2C T_3A '(3B T_3C T_4A 91.124 91.546 102.052 92.226 91.359 90.957 88.343 87.328 88.490 88.398 T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 87.662 86.732 87.059 88.791 87.250 82.192 81.932 82.108 91.194 90.816 i T_8A T_8B M_1A M_lB M_2A M_2B M_3A M_3B P121 P122 100.691 95.958 88.066 85.424 83.115 81.188 81.629 80.789 22.945 22.961 05/28/89 22 00 Voll - 1192407.00 T_1A T,1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A ,

91.155 91.5,'7 102.052 92.242 91.375 90.988 88.374 87.359 88.521 88.430 {

T_4B T_4C T_5A T_5B T_5C T_6A T_6B T ,6C T_7A T_7B j 87.677 86.747 87.059 88.807 87.266 82.208 81.948 82.108 91.194 90.632 )

T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100,722 95.974 88.066 85.424 83.022 81.211 d1.932 80.789 22.947 22.962 O Page 9 of 20 l

)

i

. ATTACHMENT 3.3A O

L/

River Bend - 1989 ILRT FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 MEASURED INPUT DATA 05/28/89: 22:15 Voll - 1192407.00 T_1A T_lB T_1C T_2A T_2B T_2C .T_3A T_3B T_3C T_4A 91.170 91.577 102.052 92.257 91.390 90.988 88.389 87.359. 88.536 88.446 T_4B T_4C " -T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87.693 86.747 87.074 88.807 37.266 82.208 81.948 82.138 91.194 90.816 T_8A T_8B M_1A M_1B M_2A M_2B M_3A. M_3B P121. P122

-100.691 95.974 88.066 85.424 83.115 81.606 81.722 81.139 22.948 22.963:

05/28/89 22:30 Voll - 1192407.00 T_1A T_1B T_1C' T_2A. T_2B T_2C T_3A T_3B T_3C T_4A 91.186 91.608 102.052 92.288 91.406 91.003 88.405 87.390 88.552. 88.461' T 4B T 4C T SA T SB T SC T 6A T 6B T'6C T 7A -T 7B-87.708 86.763'87.090 88.538 87.281 '82.223 81.579 82.I38 91.594 90.516 T_8A T_8B -M_lA M_1B M_2A M_2B M_3A M_3B P121 P122 100.707- 95.989 88.066 85.424 83.278 81.583 81.676 81.162 22.949 22.963 05/28/89 22:45 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.186 91.623 102.052 92.288 91.437 91.034 88.420 87.390 88.567 88.477 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87.708 86.763 87.105 88.838 87.297 82.239 81.994 82.154 91.194 90.832 Tm8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.707 95.989 88.066 85.424 83.161 81.490 81.559 80.976 22.950 22.964

-05/28/89 23:00 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.217 91.639 102.052 92.303 91.452 91.050 88.451 87.420 88.613 88.492 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A 'T_7B 87.739 86.778 87.105 88.853 87.312 82.254 82.010 82.169 91.210 90.816 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.707 95.989 88.066 85.424 83.487 81.746 81.885 81.232 22.950 22.964 05/28/89' 23:15 Voll - 1192407.00 T_1A' T_1B . T_1c T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.217 91.670 102.052 92.334 91.499 91.065 88.451 87.436 88.613 88.523 T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 87.755 86.794 87.121 88.822 87.328 82.254 82.010 82.169 91.210 90.832 T 8A T 8B M 1A M 1B H 2A M 2B M 3A M 3B P121 P122 100.707 95.589 88.666 85.424 83.515 81.518 81.978 80.550 22.951 22.965 Page 10 of 20

t c ,

L L A'ITACHMENT 3.3A

.N River Bend - 1989 ILRT U FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 MEASURED INPUT DATA

.05/28/89 23:30 Voll - 1192407.00 T_1A T_1B T_1C T_2A. T_2B T_2C T_3A T_3B T_3C T_4A 91.248 91.685 102.052 92.350 91.499 91.096 88.482' 87.467 88.613- 88.523 T_4B T_40 - T_5A T_5B T_5C T_6A T_6B T_6C. T_7A T_7B 87.770 86.809 87.136 88.884 87.343 82.254 82.040 82.185 91.210 90.832' T_8A. T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.707 96.005 88.066 85.424 83.161 81.164 82.025 80.836 22.951 22.966

.05/28/89 23:45 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.263 91.701 102.052 92.365 91.499 91.'096 88.497- 87.467 88.629 88.538 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87.770 86.809 87.152 88.900 87.359 82.285 82.056 82.200 91.210 90.832 T_8A- T_8B M_1A M_1B M_2A M_2B M_3A M_3B- P121 P122 100.722 95.989 88.066 85.424 83.371 81.653 81.629 81.186 22.952 22.967 05/29/89 00:00 Voll - 119240/.00 I l T_1A T_1B T_1C' T ,2A T_2B T_2C T_3A T_3B T_3C T_4A 91.294 91 732 102.052 92.181 91.530 91.127 88.528 87.513 88.644 88.569 T_4B .T_4C. T_5A T,,5B T_5C T_6A T_6B T_6C T_7A T_7B 87.801 86.825 87.167 88.800 87.374 82.285 82.056 82.216 91.225 90.832 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.722 96.020 88.066 85.424 83.161 81.397 81.839 80.953 22.953 22.967 05/29/89 00:15 Voll - 1192407.00

-T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.294 91.747 102.052 92.412 91.530 91.158 88.528 87.513 88.660 88.585 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87.817 86.840 87.167 88.884 87.374 82.254 82.071 82.216 91.225 90.832 M_2A M_2B M_3A M_3B P121 P122 T_8A T_8B M_1A H_1B 100.722 96.020 88.066 85.424 83.347 81.420 82.072 81.116 22.954 22.967 05/29/89 00:30 Voll - 1192407.00 T_lA T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.325 91.778 102.052 92.427 91.576 91.158 88.559 87.544 88.691 88.616 T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 87.817 86.840 87.183 88.900 87.389 82.300 82.071 82.231 91.225 90.832 T 8A T 8B M 1A M 1B M 2A M 2B M 3A M 3B P121 P122 b

U 100.722 96,620 88.666 85.424 82.999 80.839 81.419 80.463 22.954 22.968 Page 11 of 20

~ _

ATTACHMENT 3.3A-

>f

' River Bend - 1989 ILRT~

FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 MEASURED INPUT DATA

'05/29/89 .00:45 Voll 1192407.00 T_1A T_1B 'T_1C T_2A 'T_2B T_2C T_3A ~T_3B T_3C T_4A

'91.341 91.794 102.052 92.443 91.623 91.173 88.575 87.560- 88.691 88.631 T_4B_ T_4C _ T_5A T_5B- T_5C T_6A- T_6B T_6C T_7A .T_7B' 87.848 86.871. 87.183 88.946 87.405 82.316 82.102 82.247 91'.225 90.847 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.722 96.036 88.066 85.424 83.022 81.211 81.932 80.603 22.955 22.970

-05/29/89 01:00 Voll - 1192407.00 T_1A. T_1B .T_1C T_2A T_2B- T_2C T_3A T_3B . T_3C T_4A 91.372 91.825 102.052 92.474 91.623 91.189 88.590 87.590 88.722 88.647 T_4B' T_4C T_5A T_5B T_SC T_6A' .T_6B T_6C T_7A T_7B 87.863 86.871 87.213 88.931 87.405 82.331- 82.071 82.2472 91.225 90.832 T_8A T_8B _ M_1A M_1B 'M_2A M_2B M_3A M_3B 'P121 P122~

-100.722 96.036 88.066 85.424 83.920 81.141 81.629 80.603 .22.956 22.970-05/29/89 01:15 Voll - 1192407.00

' T.,3C T_1A T_1B 'T_1C. T_2A T_2B T_2C. T_3A 'T_3B T_4A 91.387 91.840 102.052 92.505 91.638 91.204 88.606 87.590 88.737 88.662 T_4B . T_4C' T_5A T_5B T_5C 'T_6A T_6B T_6C T_7A ' T_7B -

87.879 86.886' 87.229 88.977 87.436 82.347 82.118 82.277 91.225 90.847 T_8A ~T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121- P122 100.738- 96.036 88.066 85.424 83.278 81.490 81.769- 80.999 22.957 22.971 1

05/29/89 01:30 Voll - 1192407.00 1

1~

T_1A T_1B T_10 T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.418 91-.856 102.052 92.520 91.669 91.251 88.621 87.606 88.784 88.678 T_4B . T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A. T_7B 87.894 :86.886 87.229 88.931 '87.436 82.362 82.133 82.277 91.241 90.863 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121- .P122 100.738 96.051- 88.066 85.424 83.161 81.002 81.978 80.836 22.957 22.972 05/29/89 01:45 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.449- 91.887 102.052 92.536 91.685 91.251 88.652 87.637 88.799 88.693 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A. T_7B

'87.909 86.902 87.244 88.946 87.420 82.362 82.149 82.293 91.241 90.863 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.629 96.051 88.066 85.424 83.068 81.188 81.629 80.720 22.958 22.973 O5 Page 12 of 20

\

g 1

ATTACHMENT 3.3A

/Y River Bend - 1989 ILRT V FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 MEASURED INPUT DATA 05/29/89 02:00 Voll - 1192407.00

'T_1A T_1B T_1C T_2i T_2B T_2C T_3A T_3B T_3C T_4A 91.464 91.918'102.052 92.56/ 91.716 91.297 88.668 87.652 88.815 88.709

'T_4B T_4C T_5A T_5B T_5C . T_6A .T_6B T_6C T_7A T_7B l 87.940 86.917 _87.244 88.962 87.467 82.378' 82.149 82.293 91.241 90.863.

l T_8A T_8B M_lA M_1B M_2A M_2B M_3A M_3B P121 P122 100.722 96.067 88.066 85.424 83.394- 81.234 82.095 80.789 22.958 22.973 05/29/89 02:15 Voll - 1192407.00 T_1A T_1B T_1C T_2A- T_2B T_2C T_3A T_3B. .T_3C T_4A 91.495 91.933 102.052 92.592 91.731 91.328 88.668 87.668 88.830 88.724 T_4B T_4C T_5A T_5B T_5C T_6A T_6B .T_6C T_7A T_7B 87.956 86.933 87.275 88.962 87.467 82.393 82.149 82.308 91.241 90.863

' T_8A . T_8B M_1A M_1B M_2A M_2B M_3A M_3B . P121 P122 100.738 96.067 88.066 85.424 83.301 81.234 82.025 80.953 22.960 22.974 05/!.'9/89 02:30 Voll - 1192407.00 T_lA T_1B T_1c T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.511 91.949 102.052 92.613 91.747 91.328 88.699 87.699 88.861 88.740 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 87.956 86.948 87.275. 88.977 87.498 82.409 82.164 82.324 91.256 90.863 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.722 96.067 88.066 85.424 83.487 81.490 81.862 80.999 22.960 22.974 05/29/89 02:45 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.542 91.980 102.052 92.644 91.793 91.344 88.714 87.699 88.87t 43.755 T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 87.973 86.948 87.291 89.023 87.513 82.409 82.210 82.339 91.256 90.863 T_8A T_8B M_lA M_1B M_2A M_2B M_3A M_3B P121 P122 100.753 96.067 88.066 85.424 83.347 81.281 82.025 80.859 22.961 22.976 05/29/89 03:00 Voll - 1192407.00 T_lA T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.557 92.011 102.052 92.660 91.793 91.359 88.745 87.730 88.876 88.786 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 88.002 86.964 87.306 89.039 87.529 82.424 82.195 82.355 91.256 90.956 T 8A T BB M 1A M 1B M 2A M 2B M 3A M 3B P121 P122 100.753 96.582 88.666 85324 83.650 81.769 82.518 81.302 22.962 22.977 Page 13 of 20

5 1

ATTACHMENT 3.3A

<[ River Bend - 1989 ILRT

& FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89

'. MEASURED INPUT DATA 05/29/89 03:15 Voll - 1192407.00 T_1A T_1B. T_1C T_2A T_2B T_2C T_3A T_3B- T_3C T_4A g .91.573 92.041 102.052 92.690 91.824 91.406 88.760 87.745. 88.907 .88.786

'4 T_4B T_4C T_5A .T_5B T_SC T_6A T_6B T_6C. ;T_7A T_7B-88.018 86.979 87.322 89.039 87.529 82.424 82 795 82.355 91.272 90.878 T_8A T_8B: M_lA . M_1B M_2A M_2B M_3A M_3B P121~ P122 100.753 96.082 88.066 85.424 83.464 81.583' 81.955 81.069 22.962 22.977

. 05/29/89 03:30 Voll - 1192407.00 T_1A T_lB. T_1C T_2A T_ .B T_2C T_3A T_3B -T_3C T_4A 91.604 92.057 102.052 92.706 91.840 91.437 88.776 87.761 88.923 88.786 T_4B T_4C T,_5A .T_5B T_5C T_6A T_63 T_6C_. T_7A T_7B 88.018. 86.995 87.322 89.054 87 544 82 455 82.210 82.370 91.272 90.863 T_8A- T_8B '. M_lA . M_1B M_2A M_2B M_3A. M_3B P121 P1221 100.753- 96.082 88.066 85.424 83.719 81.653 82.165 81.349 22.964 22.978 05/29/89 '03:45 Voll - 1192407.00

. ,-m .

T'1A T 1B T 1C T 2A T 2B T 2C T 3A T 3B T 3C T 4A 91.635 92.072 102.052 92.737 91.871 91.468 88.807 87.776 88.954 88.801

.T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 88.049 87.010 87.337 89.070 87 559 82.455 82.210 '82.386 91.272 90.863 T_8A T_8B M_1A M_lB M_2A M_2B M_3A M_3B P121 P122 100.753 96.098 88.066 85.424 83.603 81.885 82.212 81.442 22.965 22.979 l 05/29/89 04.00 Voll - 1192407.00 T 1A T 1B T IC T 2A T 2B T 2C T 3A T 3B T 3C T 4A L. 91.550 92.688 102.652 92.752.91.886 91368 88.522 87.792 88.969 88.517 T_4B T_4C T_5A T_6B T_5C T_6A T_6B T_6C T_7A T_7B 88.064 87.010 87.353 89.101 87.559 82.455 82 226 82.401 91.272 90.863 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.753 96.098 88.066 85.424 83.487 81.560 82.281 80.976 22.965 22.980 05/29/89 04:15 Voll - 1192407.00 T_1A T_1B .T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A L 91.697 92.119 102.052 92.783 91.933 91.499 88.838 87.822 89.000 88.832 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 88.080 87.026 87.368 89.085 87.575 82.486 82.257 82.417 91.272 90.878 T 8A T 8B M 1A M 1B M 2A M 2B M 3A M 3B P121 P122 i'

100.Y38 96 113 88.666 85324 83.659 82.625 82.648 81 389 22.966 22.980 Page 14 of 20

o ATTACHMENT 3.3A Ad

[] River Bend - 1989 ILRT FROM 11:00 HOU'AS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 MEASURED INPUT DATA 05/29/89 04:30 Voll - 1192407.00 T_1A- .T_1B T_1C T_2A T_2B T_2C T_3A T_3B- T_3C T_4A 91.697 92.150 102.052 92.814 91.933 91.514 88.853. 87.822 89.016 '88.832 T_4?. . T_4C T_5A T_5B- T_SC T_6A T_6B T_6C. T_7A T_7B 88'.095 87.041 .87.368 89.116 87.590 82.486 82.257. 82.417' 91.272 90.878 T_8A T_8B' M_1A M_1B M_2A M_2B M_3A M_3B P121 P122' 100.753' 96.113 88.066. 85.424 '83.324 81.R85 '82.002 81 302 22.967 22.981 05/29/89 04:45 Voll - 1192407.00 T_1A. T_1B T_1C T_2A T_2B T_2C T_3A T_3B ,T_3C .T_4A

'91.728: 92.181 102.052 92.830 91.979 91.499 88.869 87.838 '89.031 88.848 T_4B T_4C T_5A T_5B T_SC T_6A . . T_6 B T_6C T_7A. T_7B 88.111' 87.057 87.384 '89.101 87.621 82.517 82.272 82.447 91.272 90.878 T_8A T_8B M_1A M_1E M_2A M_2B M_3A M_3B P121 P122 100.753 96.113 88.066 85.424~ 83.478 81.722 81.909 81.116- 22.967 22.981' 05/29/89 05:00 Voll - 1192407.00 jq

. (/ . T_1A 'T_1B T_1C T_2A T_2B T_2C T_3A

.91.774 92.212 102.052 92.861 91.995 91.545 88.900 8. 869 89.062 88.863 T_3B T_3C T_4A T_4B T_4C . T_5A : T_5B T_5C T_6A T_6B T_J,C T_7A T_7B 88.111 87.057 87.399 89.147 87.621 82.501 82.288 82.447 91.287 90.894 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100,753 96.123 88.066 85.424 83.533 81.188 82.212 80.836 22.969 22.983 05/29/89 05:15 Voll - 1192407.00 T_1A T_1B T_1C- T_2A T_2B T_2C T_3A . T_3B. T_3C T_4A 91.805 92.227 102.052 92.876 92.010 91.576 88.915 87.869 39.062 88.879 1 T_4B T_4C T_5A 7 ,5B T_SC T_6A T_6B T_6C T_7A T_7B 88.126 87.072 87.415 89.132 87.637 82.532. 82.288 82.447 91'.287 90.894 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.753 96,144 88.066 85.424 83.208 81.629 82.002 81.092 22.969 22.984 l

05/29/89 05:30 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.805 92.243 102.052 92.907 92.041 91.607 88.946 87.900 89.093 88.894 T_4B . T_4C T_5A T_5B T_ Z T_6A T_6B T_6C T_7A T_7B 88.157 87.087 87.430 89.116 87.652 82.532 R2.303 82.447 91.287 90.878 T 8A T 8B M 1A M 1B M 2A M 2B M 3A M 3B P121 P122 100.769 96.129 88.666 85.424 83.882 82.671 82.235 81.535 22.970 22.985 Page 15 of 20 i I j

a ATTACHMENT 3.3A L/ 7 River Bend - 1989 ILRT -

- (.) - FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 MEASURED INPUT DATA 05/29/89: 05:45.Lvoll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C .T_3A T_3B T_3C T_4A

.91.836 92.289 102.052 92.938 92.088 91.638 88.962 87.884 89.109 88.925 T_4B 'T_4C T_5A - T_5B . T_5C T_6A. T_6B- T_6C T_7A T_7B 88.173 .87.103 .87.430 89.147 87.668 82.532 82.319 82.478 91.287 90.878 T 8A -T 8B M 1A M 1B M 2A M 2B- M 3A M 3B P121 P122' 100.Y53 96.544- '88.566 85324 83.505 82.501 81.509 81.372 22.971 22.986 05/29/89 '06:00. Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2L T_2C T_3A T_3B T_3C T_4A

91.852 ;92.305 102.052 92.954 92.088 91.638 88.977 87.931 89.124 88.925 T_4B T_4C T_5A -T_5B .T_5C T_6A T_6B T_6C T_7A T_7B-88.203 87.103: 87.461 89.147 87.668 82'548 82.334 82.478. 91.287 90.894 .

.T_8A T_8B M_1A M_lB M_2A M_2B M_3A M_3B P121 P122 100.769- 96.144 88.066 85.424 83.766 81.560 82.165 81.162 22.972 22.987-05/29/89 06:15 Voll - 1192407.00 T_1A T_13 .T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.882 92.320 102.052 92.985 92.088 91.669 88.992 87.946 89.155 88.956 T_4B. T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 88.203' 87.118 87.461 89.163 87.668 82.563 82.303 82.494 91.303 90.894 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.769~ 96,144 88.066 85.424 83.719 81.978 82.235 81.512' 22.973 22.987 05/29/89 06:30 Voll - 1192407.00 T 1A T 1B T 1C T 2A T 2B TN T 3A T 3B T 3C T 4A 91.513 92.551 102 552 93.500 92.519 91.715 89.508 87.577 89.555 88.556 T_4B T_40 T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 88.219 87.118 87.476 89.178 87.699 82.579 82.350 82.509 91.318 90.894 T_8A T_8B M_1A M_1B M_2A M_2B. M_3A M_3B P121 P122 100.769 96.160 88.066 85.424 83.533 81.932 82.118 81.255 22.974 22.988 05/29/89 06:45 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.929 92.367 102.052 93.031 92.150 91.715 89.039 87.993 89.170 88.987 T 4B T 4C T SA T SB T SC T 6A T 6B T 6C T 7A T 7B l

88.534 87.534 87376 89.594 87.Y14 82.579 82.565 82.526 91.518 90.594 l T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122

100.769 96.160 88.066 85.424 84.068 82.141 82.351 81.675 22.974 22.989

A/

1 Page 16 of 20

ATTACHMENT 3.3A U]/ . .

River Bend - 1989 ILRT-FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 MEASURED INPUT DATA 05/29/89~ 07:00 Voll -'1192407.00

, 'T_1A T_1B '- T_1C T_2A .T_2B T_2C T_3A T_3B' T_3C ..T_4A 91.960 92.413 102.052 93.047 92.181 91.715 89.054 88.008 89.170 89.003 T_4B- T_4C .T_5A T_5B T_5C . T_6A T_6B T_6CL T_7A. T_7B 88.250 87.165 87.492 89.209 87.729 82.594 82.380 82.540 91.303 90.909 T_8A T_8B M_1A M_1B M_2A. M_2B .M_3A 'M_2B P121 _.P122 100.769 96.175 88.066 85.424 83.929 81.978 82.421..81.512 22.975 22.990 05/29/89 07:15 Voll - 1192407.00 T_lA T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 91.975 92.429 102.052 93.078 92.196 91.746 89.070 88.070 89.186 89.003' T_4B ..T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 88.265 87.165 87.507 89.240 87.745- 82.594 82.396 82.540 91.318 90.909 T_8A T_8B M_lA M_1B M_2A .M_2B H_3A M_3B P121 .P122 100.769 96.175 88.066 85.424 83.882 82.187 82.142 81.698 22.976' 22.991 05/29/89 07:30 Voll - 1192407.00

/m

.(' T 1A . ' T 1B 'T 1C- T 2A T 2B T 2C T 3A T 3B T 3C 92.606 92.444 102.552 93.593 92.227 91. 77 89.501 88.539 89.201 89.618=

' T 4A T_4B T_4C T_5A . T_5B T_5C T_5A T_6B T_6C T_7A T_7B 88,296 87.180 87.523 89.225 87.760 82.610 82.411 82.556 91.318 90.909 T_8A T_8B M_lA M_1B M_2A M_2B M_3A M_3B P121 P122 100.784 96.175 88.066 85.424 83.905 82.001 82.281 81.675 22.976 22.991 05/09/89 07:45 Voll - 1192407.00 T_1A T_1B T_1c T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.022 92.475 102.052 93.124 92.258 91.793 89.101 88.070 89.217 89.049 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 88.312 87.196 87.538 89.256 87.760 82.625 82.427 82.571 91.318 90.940 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.784 96.191 88.066 85.424 83.510 81.443 82.281 81.046 22.980 22.991 05/29/89 08:00 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.053 92.506 102.052 93.155 92.258 91.808 89.132 88.085 89.248 89.049 T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 88.312 87.196 87.554 89.256 87.776 82.641 82.442 82.571 91.318 90.925 T 8A T 8B M 1A M 1B M 2A M 2B M 3A M 3B P121 P122 i

O- 100.784 96.591 88.666 85.424 83.990 82.211 82.445 81.605 22.981 22.991

-V Page 17 of 20

ATI'ACHMENT 3.3A -

A River Bend - 1989 ILRT D FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 MEASURED INPUT DATA 05/29/89 08:15 Voll - 1192407.00 T_1A . T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.053 92.522 102.052 93.170 92.290 91.839 89.147 88.101 89.279 89.080

T_4B . T_4C T_5a T_5B T_SC T_6A T_6B- T_6C T_7A T_7B 88.327- 87.211' 87.554 89.287 87.791 82.656 82.442 82.587 91.318 90.925 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B, P121- P122 100.784. 96.191 88.066 85.424 83.882 82.071 82.491 81.395 22.982 .22.992

'05/29/89' 08:30 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.084 92.537 102.052 93.201 92.336 91.839 89.163 88.116 89.294 89.095 T_4B T_4C T_5A T_5B T_5C. T_6A T_6B T_6C T_7A T_7B 88.343 87.211 -87.554 89.271 87.807 82.656 82.458 82.602 91.334. 90.925 T_8A T_8B .M_1A M_1B M_2A M_2B M_3A .M_3B P121 P122-100,784 96.206 88.066 85.424 84.022 82.187 82.095 '81.582 22.983 22.993

'05/29/89- 08:45 Voll - 1192407.00 r

'( T_lA T_1B' T_1C T_2A T_2B T_2C T_3A T_3B 92.115 92.568 102.052 93.217 92.336 91.870 89.178 88.132 89.310 89.111 T_3C T_4A T_4B T_4C T_5A T_5B T_5C T_6A T_6B '_6C T_7A T_7B 88.374 .87.242 87.585 89.271 87.822 82.671 82.458 82.617 91.349 90.925 T_8A T_8B M_1A M_1B M_2A M_2B M_3A A_3B P121- P122 100.784 96.206 88.006 85.424 84.022 82.048 82.561 81.628 22.983 22.994 05/29/89 09:00 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C .T_4A 92.130 92.584.102.052 93.232 92.352 91.917 89.194 88,147 89.341 89.111 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 88.374 87.242 87.585 89.302 87.838 82.687 82.473 82.617 91.349 90.925 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.784 96.206 88.066 85.424 84.091 82.071 82.258 81.675 22 984 22.995 05/29/89 09:15 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.146 92.615 102'052 93.263 92.383 91.948 89,209 88.178 89.356 89.142 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 88.389 87.258 87.600 89.302 87 853 82.702 82.504 82.633 91.349 90.940 T 8A T 8B M 1A M 1B M 2A M 2B M 3A M 3B P121 P122 k 100.800 96.206 88.066 85.424 83.766 81.932 82.542 81.302 22.986 22.995 L Page 18 of 20

A'ITACHMENT 3.3A l b

k/

River Bend - 1989 ILRT FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 MEASURED INPUT DATA

-05/29/89 09:30 Voll - 1192407.00 T_lA T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.177 92.630 102.052 93.279 92.414 91.963 89.225 88.194 89.372 89.157 T_4B .T_4C T_5A- T_5B T_5C T_6A T_6B T_6C T_7A T_7B 88.420 87.273 87.616 89.318 87.869 82.702 82.504 82.664 91.349 90.956 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122

-100.800 96.222 88.066 85.424 83.766 81.862 82.538 81.162 22.987 -22.996 05/29/89 09:45 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.192 92.646 102.052 93.294 92.414 91.963 89.255 88,194 89.403 89.173 T_4B T_4C: T_5A' T_5B .T_SC T_6A T_6B T_6C- T_7A T_7B 88.420 87.289 87.631 89.302 87.884 82.718 82.504 82.664 91.349 90.956 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.784. 96.222 88.066 85.424 83.882- 82.071 82.305 81.372 .22.988 22.997 05/29/89 10:00 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.239 92.661 102.052 93.325 92.460 91.979 89.271 88.209 89.403 89.188 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 88.451 87.289 87.647 89.349 87.899 82.733 82.535 82.679 91.365 90.956 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.800 96.237 88.066 85.424 83.789 81.978 82.188 81.325 22.988 22.997 05/29/89 10:15 Voll - 1192407.00 T_lA T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.239 92.677 102.052 93.325 92.445 92.010 89.286 88.224 89.433 89.188 L T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_/B 88.451 87.319 87.647 89.364 87.899 82.749 82.550 82.679 91.349 90.956 T_8A T_8B M_1A . M_1B M_2A M_2B M_3A M_3B P121 P122 100.800 96.237 88.066 85.424 83.766 81.792 82.398 81.209 22.989 22.998 05/29/89 10:30 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.254 92.692 102.052 93.356 92.476 92.025 89.302 88.255 89.449 89.204 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 88.467 87.319 87.647 89.380 87.915 82.749 82.550 82.695 91.365 90.956 u- T 8A T 8B M 1A M 1B M 2A M 23 M 3A M 3B P121 P122 100.500 96.237 88.066 85324 84.184 82.573 82.351 81.815 22.990 22.999 Page 19 of 20

r '

ATTACHMENT 3.3A River Bend - 1989 ILRT

(

J/W[ FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 MEASURED INPUT DATA . I 05/29/89 10:45 Voll - 1192407.00 T_1A. T_1B T_1C L _ T_2A. T_2B T_2C T_3A T_3B T_3C T_4A' 92.285:"92.707.102 052 93.372 92.491 92.056. 89.317. 88.271 '89.480 89.219

'T_4B 'T_4C T_5A T_5B_ T_5C -T_6A T_6B' T_6C T_7A- T_7B' 88.482 87.335 .87.662 89.380 87.930 82.764 82.566 82.695 91.365 90.956 T_8A T_BB M_1A - M_1B: M_2A' M_2B M_3A M_3B' P121 -P122 100.800 96.237 88.066 .85.424_ 84.184 81.908 82.608 81.302 22.991 22.999-05/29/89_ 11:00_ Voll .- 1192407.00 T_1A -T_1B T_1C - T_2A 'T_2B-

.T_2C. T_3A T_3B- T_3C T_4A'

.92.285 92.723.102.052 93.387 92.476 '92.056~ 89.333 88.286 -89.480 89.250 T_4B T_4C T_5A .T_5B T_SC T_6A -T_6B T_6C T_7A- T_7B~

88.497. 87.350 87.678- 89.411 87.930 82.780 82.566' 82.710 -91.380 90.956.

T_8B M_lA M_1B M_2A M_2B M_3A M_3B. F121_ -P122

-T_8A... 96.268 88.066. 85.424 84.324 82.373 82.281 81 861 22.992 23 100,815 r

k, 1

lI 1

1:

1 (3

.Q l

Page 20 of 20 1

_ _ - . - _ - _ _ - - _ _- 1

ATTACHMENT 3.3B l River Bend - 1989 ILRT p FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 REDUCED INPUT VARIABLES VI - Containment V2 - Drywell Time Yohme(Vi) Press.(V1) V.P.(V1) Temp.(V1) Deq.(V1) Mess (V1) Press.(V2) V.P.(V2) Temp.(V2) Dewp.(V2) Mass (v2) Total Mas (hh:aun) (Cu.Ft.) (PSIA) (PSI) (R) (F) (LbM) (PSIA) (PSI) (R) (F) (LtM) (LtM) 11:00 1192407.00 22.925 0.5298 548.398 81.361 131434.97 22.939 0.5201 554.304 80.790 25695.85 157130.8 11:15 1192407.00 22.926 0.5306 548.416 81.407 131431.99 22.940- 0.5181 554.308 80.673 25699.07 157131.0 11:30 1192407.00 22.926 0.5304 548.422 81.396 131431.52 22.940 0.5167 554.315 80.592 25700.29 157131.8 11:45 .1192407.00 22.927 0.5298 548.444 81.361 131435.73 22.941 0.5191 .554.323 80.731 25698.37 157134.1 12:00 1192407.00 22.927 0.5258 548.457 81.128 131456.17 22.941 0.5161 554.323 80.556 25701.75 157157.9 12:15 1192407.00 22.928 0.5310 548.467 81.430 131429.17 22.942 0.5220 554.323 80.906 25696.13 157125.3 12:30 1192407.00 22.929 -0.5264 548.479 81.163 131459.08 22.942 0.5078 554.300 80.056 25713.59 157172.6 12:45 1192407.00 22.930 0.5336 F48.486 81.582 131420.78 22.943 0.5175 554.288 80.638 25704.11 157124.8 13:00 1192407.00 22.930 0.5326 548.496 81.523 131424.41 22.943 0.5193 554.276 80.743 25702.63 157127.0 13:15 1192407.00 22.930 0.5256 548.514 81.117 131461.32 22.943 0.5169 554.264 80.603 25705.88 157167.2 13:30 1192407.00 22.931 0.5361 548.523 81.721 131403.68 22.944 0.5195 554.264 80.755 25704.10 157107.7 13:45 1192407.00 22.931 0.5316 548.539 81.465 131425.99 22.945 0.5183 554.260 80.685 25706.80 157132.7 14:00 1192407.00 22.931 0.5350 548.545 81.663 131404.40 22.945 0.5214 554.256 80.871 25703.35 157107.7 14:15 1192407.00 22.931 0.5361 548.554 81.721 131396.25 22.945 0.5234 554.264 80.987 25700.72 157096.9 14:30 1192407.00 22.931 0.5292 548.563 81.326 131434.34 22.946 0.5161 554.260 80.557 25710.41 157144.7 14:45 1192407.00 22.932 0.5359 548.571 81.709 131399.32 22.946 0.5183 554.264 80.685 25707.75 157107.0 15:00 1192407.00 22.933 0.5367 548.582 81.756 131397.86 22.947 0.5219 554.252 80.895 25705.37 157103.2 15:15 1192407.00 22.933 0.5342 548.598 - 81.617 131408.22 22.948 0.5230 554.252 80.963 25705.21 157113.4 15:30 1192407.00 22.933 0.5413 548.610 82.023 131363.68 22.949 0.5230 554.260 80.965 25705.95 157069.6 15:45 1192407.00 22.934 0.5320 548.623 81.489 -131421.13 22.949 0.5232 554.256 80.976 25705.90 157127.0 16:00 1192407.00 22.935 0.5334 548.626 81.570 131417.84 22.949 0.5230 554.260 80.965 25705.95 157123.7 16:15 1192407.00 22.935 0.5403 548.639 81.965 131374.53 22.950 0.5250 554.264 81.081 25704.63 157079.1 16:30 1192407.00 22.935 0.5381 548.649 81.837 131385.08 22.950 0.5225' 554.271 80.935 23707.14 157091.2 16:45 1192407.00 22.936 0.5379 548.651 81.826 131391.66 22.951 0.5258 554.267 81.127 25704.69 157096.3 1192407.00 22.936 0.5426 548.675 82.093 131358.59 22.951 0.5268 554.264 81.185 25703.73 157062.3 0.17:00 17:15 1192407.00 22.936 17:30 1192407.00 22.937 0.5459 548.683 0.542? 548.692 82.279 131337.34 22.951 0.5266 554.267 81.174 25703.77 157041.1 82.070 131362.66 22.952 0.5258 554.267 81.127 25705.84 157068.5 17:45 1192407.00 22.937 0.5340 548.700 81.605 131408.29 22.952 0.5193 554.275 80.743 25712.97 157121.2 18:00 1192407.00 22.937. 0.5424 548.717 82.081 131355.47 22.953 0.5274 554.271 81.221 25704.96 157060.4 18:15 1192407.00 22.938 0.5371 548.726 81.779 131390.21 22.953 0.5260 554.275 81.139 25706.40 157096.6 18:30 1192407.00 22.938- 0.5342 548.739 81.617 131403.62 22.954 0.5226 554.287 80.941 25710.88 157114.5 18:45 1192407.00 22.939 0.5417 548.750 82.047 131363.02 22.954 0.5284 554.287 81.279 25704.26 157067.2 19:00 1192407.00 22.939 0.5446 548.763 82.209 131342.90 22.955 0.5260 554.287 81.139 25708.14 157051.0 19:15 1192407.00 22.940 0.5469' 548.776 82.338 131332.42 22.955 0.5288 554.287 81.303 25704.95 157037.3 19:30 1192407.00 22.940 0.5373 548.789 81.791 131385.66 22.956 0.5226 554.290 80.941 25713.01 157098.6 19:45 1192407.00 22.941- 0.5393 548.804 81.907 131376.15 22.956 0.5258 554.291 81.128 25709.34 157085.5 20:00 1192407.00 22.941 0.5369 548.821 81.767 131386.39 22.957 0.5250 554.298 81.082 25711.05 157097.4 20:15 1192407.00 22.942 0.5473 548.831 82.361 131328.64 22.958 0.5296 554.294 81.349 25707.11 157035.7 20:30 1192407.00 22.943 0.5483 548.843 82.418 131325.63 22.958 0.5330 554.298 81.548 25703.01 157028.6 20:45 1192407.00 22.943 0.5401 548.853 81.954 131371.23 22.959 0.5272 554.294 81.209 25711.01 157082.2

'21:00 1192407.00 22.944 0.5399 548.867 81.942 131374.97 22.959 0.5264 554.306 81.162 25711.40 157086.3 21:15 1192407.00- 22.944 0.5395 548.882 81.918 131373.75 22.960 0.5278 554.306 81.245 25710.93 157084.6 21:30 1192407.00 22.945 0.5461 548.887 82.291 131340.06 22.961 0.5290 554.306 81.314 25710.70 157050.7

, 21:45 1192407.00 22.945 0.5436 548.906 82.151 131349.84 22.961 0.5272 554.306 81.209 25712.78 157062.6 22:00 1192407.00 22.947 0.5430 548.929 82.117 131359.75 22.962 0.5298 554.321 81.361 25710.22 157069.9 22:15 1192407.00 '22.948 0.5473 548.938 82.361 131338.20 22.963 0.5310 554.310 81.430 25710.52 157048.7 22:30 1192407.00 22.949 0.5485 548.958 82.430 131331.93 22.963 0.5308 554.317 81.419 25710.40 157042.3 22:45 1192407.00 22.950 0.5467 548.971 82.326 131345.61 22.964 0.5282 554.321 81.267 25714.34 157059.9 23:00 1192407.00 22.950 0.5518 548.991 82.617 131310.49 22.964 0.5332 554.321 81.559 25708.59 157019.0 23:15 1192407.00 22.951 0.5430 549.007 82.117 131364.57 22.965 0.5290 554.325 81.314 25714.39 157078.9 23:30 1192407.00 22.951 0.5438 549.026 82.162 131355.30 22.966 0.5310 554.329 81.430 25713.05 157068.3 23:45 1192407.00 22.952- 0.5500 549.038 82.512 131322.03 22.967 0.5306 554.329 81.407 25714.66 157036.6 00:00 1192407.00 22.953 0.5458 549.061 82.279 131346.67 22.967 0.5304 554.341 81.396 25714.36 157061.0 00:15 1192407.00 22.954 0.5477 549.070 82.383 131339.39 22.967 0.5339 554.341 81.594 25710.43 157049.8 00:30 1192407.00 22.954 0.5395 549.094 81.919 131381.73 22.968 0.5226 554.341 80.941 25724.44 157106.1 00:45 1192407.00 22.955 0.5430 549.113 82.117 131362.56 22.970 0.5282 554.348 81.267 25719.97 157082.5 08:00 1192407.00 22.956 0.5503 549.131 82.531 131321.35 22.970 0.5256 554.344 81.116 25723.12 157044.4

( 01:15 1192407.00 22.957 0.5477 549.150 82.384 131337.72 22.971 0.5302 554.352 81.384 25718.63 157056.3 Page 1 of 2

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1 l

1 ATTACHMENT 3.3B 1

/

River Bend - 1989 ILRT k FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 REDUCED INPUT VARIABLES VI - Containment V2 - Drywell i

Time Volume (V1) Press.(V1) V.P.(VI) Temp.(V1) Dewp.(VI) Mass (V1) Press.(V2) V.P.(V2) Temp.(V2) Dewp.(V2) Mass (V2) Total Mas I (hh: sus) (Cu.Ft.) (PSIA) (PSI) (R) (F) (LbM) (PSIA) (PSI) (R) (F) (LbM) (LbM) I 01:30 1192407.00 22.957 0.5424 549.170 82.082 131364.39 22.972 0.5306 554.364 81.407 25718.78 157083.1 I 01:45 1192407.00 22.958 0.5432 549.187 82.128 131361.26 22.973 0.5266 554.337 81.174 25725.74 157087.0 02:00 1192407.00 22.958 0.5465 549.211 82.314 131336.44 22.973 0.5312 554.364 81.442 25719.23 157055.6 02:15 1192407.00 22.960 0.5456 549.229 82.267 131348.50 22.974 0.5320 554.368 81.489 25719.26 157067.7 02:30 1192407.00 22.960 0.5496 549.245 82.488 131321.80 22.974 0.5310 554.368 81.430 25720.43 157042.2 02:45 1192407.00 22.961 0.5465 549.270 82.314 131339.80 22.976 0.5312 554.375 81.442 25722.14 157061.9 03:00 1192407.00 22.962 0.5535 549.286 82.710 131300.59 22.977 0.5359 554.403 81.710 25716.69 157017.2 03:15 1192407.00 22.962 0.5502 549.307 82.523 131315.09 22.977 0.5324 554.387 81.512 25721.36 157036.4 03:30 1192407.00 22.964 0.5531 549.325 82.686 131305.44 22.978 0.5367 554.383 81.757 25717.81 157023.2 03:45 1192407.00 22.965 0.5541 549.348 82.744 131299.85 22.979 0.5379 554.387 81.827 25717.37 157017.2 04:00 1192407.00 22.965 0.5502 549.361 82.523 131319.79 22.980 0.5345 554.387 81.629 25722.48 157042.2 04:15 1192407.00 22.966 0.5577 549.390 82.942 131274.74 22.980 0.5369 554.391 81.769 25719.51 156994.2 04:30 1192407.00 22.967 0.5516 549.403 82.605 131313.04 22.981 0.5349 554.395 81.652 25722.81 157035.8 04:45 1192407.00 22.967 0.5515 549.423 82.600 131308.61 22.981 0.5324 554.395 81.513 25725.58 157034.1 05:00 1192407.00 22.969 0.5473 549.449 82.361 131339.00 22.983 0.5326 554.407 81.524 25727.09 157066.D 05:15 1192407.00 22.969 0.5483 549.465 82.418 131329.19 22.984 0.5330 554.410 81.547 25727.61 157056.7 05:30 1192407.00 22.970 0.5583 549.483 82.977 131272.40 22.985 0.5389 554.406 81.885 25722.19 156994.5 05:45 1192407.00 22.971 0.5579 549.510 82.953 131274.15 22.986 0.5347 554.406 81.641 25728.23 157002.3 06:00 1192407.00 22.972 0.5527 549.522 82.663 131307.63 22.987 0.5351 554.414 81.663 25728.55 157036.1 06:15 1192407.00 22.973 0.5560 549.539 82.849 131289.97 22.987 0.5387 554.418 81.874 25724.17 157014.1 06:30 1192407.00 22.774 0.5539 549.564 82.733 131302.12 22.988 0.5355 554.426 81.686 25728.69 157030.8 06:45 1192407.00 22.974 0.5606 549.581 83.105 131258.86 22.989 0.5412 554.426 82.013 25723.30 156982.1 07:00 1192407.00 22.975 0.5579 549.602 82.953 131275.57 22.990 0.5403 554.430 81.966 25725.21 157000.7

[ 3 07:15 1192407.00 22.976 0.5593 549.621 83.035 131268.49 22.991 0.5395 554.434 81.920 25727.11 156995.6 (v' ) 07:30 1192407.00 22.976 0.5579 549.639 82.953 131272.63 22.991 0.5405 554.437 81.978 25725.77 156998.4 07:45 1192407.00 22.980 0.5493 549.661 82.477 131340.89 22.991 0.5351 554.449 81.663 25731.51 157072.4 08:00 1192407.00 22.981 0.5606 549.679 83.105 131276.34 22.991 0.5414 554.445 82.025 25724.46 157000.8 08:15 1192407.00 22.982 0.5583 549.696 82.977 131291.63 22.992 0.5399 554.445 81.943 25727.25 157018.8 08:30 1192407.00 22.983 0.5606 549.714 83.105 131279.72 22.993 0.5381 554.453 81.838 75730.13 157009.8 08:45 1192407.00 22.983 0.5594 549.734 83.035 131282.29 22.994 0.5426 554.457 82.095 25725.96 157008.2 09:00 1192407.00 22.984 0.5602 549.752 83.081 131279.11 22.995 0.5403 554.457 81.966 25729.68 157008.7 09:15 1192407.00 22.986 0.5560 549.775 82.849 131309.78 22.995 0.5361 554.465 81.722 25734.21 157043.9 09:30 1192407.00 22.987 0.5554 549.794 82.814 131314.78 22.996 0.5383 554.473 81.850 25732.43 157047.2 09:45 11P2407.00 22.988 0.5583 549.804 82.977 131301.01 22.997 0.5381 554.469 81.839 25733.99 157034.9 10:00 1192407.00 22.988 0.5566 549.829 82.883 131304.79 22.997 0.5367 554.480 81.757 25735.08 157039.8 10:15 1192407.00 22.989 0.5547 549.838 82.779 131319.52 22.998 0.5375 554.476 81.803 25735.48 157055.0 10:30 1192407.00 22.990 0.5638 549.855 83.279 131268.60 22.999 0.5424 554.480 82.083 25730.83 156999.4 10:45 1192407.00 22.991 0.5596 549.874 83.046 131294.65 22.999 0.5401 554.480 81.955 25733.40 157028.0 11:00 1192407.00 22.992 0.5650 549.882 83.349 131266.45 23.000 0.5422 554.496 82.071 25731.51 156997.9 1

l l O V

Page 1 of 2

t ATTACHMENT 3.3C g...

Il River Bend - 1989 ILRT FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 ABSOLUTE TEST METHOD, MASS POINT ANALYSIS TEST RESULTS Time. Mass Leakage Confidence UCL (hh:mm) (LbM) (PCT./ DAY) (PCT./ DAY) (PCT./ DAY)

'11:00- 157130.83 0.000000 0.000000 0.000000' 11:15 157131.06 0.000000 0.000000 0.000000 11:30 157131.80 -0.029896 0.077032 0.047137 11.:45 157134.10 -0.064562 0.060067 -0.004495 12:00 157157.92 -0.349683 0.388584 0.038901 12:15 157125.30 -0.096403 0.387576 0.291173 12:30 157172.67 -0.305742 0.355547 0.049805 12:45 157124.89 0.124206 0.326774 0.202568 13:00 157127.04 ' 0.039963 0.263427 0.223465 13:15 157167.20 -0.128745- 0.227222 0.098477 13:30 157107.78 -0.006294 0.224143 0.217848 13:45 157132.78- 0.005828 0.184832 0.190660 14:00 157107.75 0.063374 0.165882 0.229256 14:15 157096.97 0.116557 0.151224 0.267780 14:30 157144.76 0.075228 0.136821 0.212049 14:45 157107.07 0.096700 0.120982 0.217682'

~s 15:00 157103.23 0.114139 0.107651 0.221790

( y 15:15 157113.43 0.113448 0.095262 0.208710

\

'15:30 157069.64 0.153399 0.093902 0.247301 15:45 157127.04 0.130223 0.087357 0.217581 16:00 157123.79 0.113955 0.080450 0.194406 16:15 157079.16 0.132714 -0.075287 0.208001 16:30 157092.22 0.136870 0.068693 0.205563 16:45 157096.35 0.136177 0.062830 0.199008 17:00 -157062.32 0.153569 0.060197 0.213766 17:15 157041.11 0.177008 0.060101 0.237109 17:30 157068.50 0.180926 0.055688 0.236614 17:45 157121.27 0.158911 0.055998 0.214909 18:00 157060.44 0.165674 0.052483 0.218157 18:15 157096.61 0.155850 0.049861 0.205711 18.:30 157114.50 0.140256 0.049034 0.189291 18:45 157067.28 0.142999 0.045995 0.188993-19:00 157051.04 0.149812 0.043672 0.193484 19:15 157037.37 0.158947 0.042022 0.200969 19:30 157098.67 0.148018 0.040999 0.189017 19:45 157085.50 0.141769 0.039165 0.180934 20:00 157097.44 0.132761 0.038046 0.170808 20:15 157035.75 0.139821 0.036667 0.176488 20:30 157028.63 0.146983 0.035453 0.182437 20:45 157082.25 0.140605 0.034225 0.174830 21:00 157086.37 0.133749 0.033211 0.166960 21:15 157084.68 0.127725 0.032148 0.159872 21:30 157050.76 0.128668 0.030648 0.159315 21:45 157062.63 0.126902 0.029288 0.156190 22:00 157069.97 0.123694 0.028144 0.151838 j Page 1 of 3 I- -

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ATTACHMENT 3.3C ]

River Bend - 1989 ILRT (V )= FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 ABSOLUTE TEST METHOD, MASS POINT ANALYSIS TEST RESULTS q Time Mass Leakage Confidence UCL (hh:mm) (LbM) (PCT./ DAY) (PCT./ DAY) '(PCT./ DAY) 22:15 157048.72 0.124145 0.026910 0.151055 22:30 157042.32 0.125251 0.025774 0.151025 22:45 157059.96 0.123156 .0.024772 0.147928

'23:00 157019.08 0.127120 0.024058 0.151179 -

23:15 157078.96 0.121724 0.023671 0.145394 -

23:30 157068.35 0.118128 0.022998 0.141126 23:45 157036.69 0.118884 0.022117 0.141001 00:00 157061.02 0.116193 0.021433 0.137626 00:15 157049.82 0.114938 0.020667 0.135605 00:30 157106.17 0.106886 0.021376 0.128262 00:45- 157082.53 0.102180 0.021102 0.123282 01:00- 157044.47 0.101985 0.020356 0.122341 01:15 157056.36 0.100359 0.019710 0.120069 01:30 157083.17 0.095946 0.019508 0.115453 01:45 157087.00 0.091419 0.019352 0.110771 02:00- 157055.67 0.090214 0.018748 0.108962 02:15- 157067.76 0.087849 0.018281 0.106130 02:30 157042.23 0.087892 0.017696 0.105588 ff)

'\s /

02:45 03:00 157061.94 157017.28 0.086068 0.088102 0.017229 0.016809 0.103297 0 104912 03:15 157036.45 0.088249 0.016297 0.104546 03:30 157023.25 0.089329 0.015841 0.105170 03:45 157017.21 0.090673 0.015426 0.106099 04:00 157042.27 0.089890 0.014994 0.104885 04:15 156994.25 0.092605 0.014796 0.107400 04:30 157035.85 0.092005 0.014387 0.106393 04:45 157034.18 0.091466 0.013995 0.105460 05:00 157066.09 0.088703 0.013866 0.102569 05:15 157056.79 0.086676 0.013629 0.100305 05:30 156994.59 0.088715 0.013408 0.102123 05:45 157002.38 0.090019 0.013112 0.103132 06:00 157036.18 0.089072 0.012802 0.101874 06:15 157014.13 0.089420 0.012476 0.101896 06:30 157030.80 0.088690 0.012179 0.100869 06:45 156982.16 0-.090683 0.012026 0.102709 07:00 157000.78 0.091423 0.011749 0.103171 4 07:15 156995.60 0.092308 0.011492 0.103800 07:30 156998.40 0.092904 0.011228 0.104132 07:45 157072.41 0.089582 0.011414 0.100996 08:00 157000.80 0.090005 0.011152 0.101157 08:15 157018.88 0.089442 0.010904 0.100346 08:30 157009.85 0.089279 0.010653 0.099932

, 08:45 157008.25 0.089133 0.010411 0.099543

_ g- 09:00 157008.79 0.088905 0.010178 0.099083 09:15 157043.99 0.087052 0.010108 0.097160 t

Page 2 of 3

E

(:.

^

L ATTACHMENT 3.3C

[Y' River Bend - 1989 ILRT V _ FROM 11:00 HOURS ON 05/28/89 TO 11:00 HOURS ON 05/29/89 ABSOLUTE TEST METHOD, MASS POINT ANALYSIS TEST RESULTS Time Mass. Leakage Confidence UCL (hh:mm) (LbM) (PCT./ DAY) (PCT.fDAY) (PCT./ DAY) 09:30 157047.21 0.085115 0.010058 0.095174 09:45 157034.99 0.083766 0.009923 '0.093689 10:00 157039.87 0.082239 0.009819 0.092058 10:15 1157055.00 0.080132 0.009819 0.089951 10:30 156999.42 0.080336 '0.009613 0.089949 10:45 157028.05 0.079349 0.009460 0.088809 11:00 156997.96 0.079532 0.009265 0.088797 r

i O

Page 3 of 3

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. ATTACHMENT 33M

' fw) y .. River Bend a 1989 ILRT-FROM 12:15 HOURS TO 16:15 HOURS ON 05/29/89 -

MEASURED INPUT DATA VERIFICATION TEST 05/29/89 12:15 Voll - 1192407.00 T_1A- T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_30 T_4A'

.92.363 92.800 102.052 93.465 92.538 92.103 89.426 88.364 89.557 89.312 T_4B T_4C T_5A T_5B T_SC T_6A.. T_6B T_6C T_7A T_7B 88.559 87.412 87.740 89.411 88.039 82.826 82.628 87.772 91.380 90.987 T_8A . T,,,8B M_1A .M_1B M_2A M_2B M_3A M_3B P121 P122-100.815 96.284 88.066 85.424 84.022 82.187 82.701 81.698 22.989 23.003 05/29/89 12:30 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.363 92.816 102.052 93.480 92.569 92.134 89,441 88.379 89.573 89.328 T_4B. T_4C T_5A T_5B -T_SC T_6A T_6B T_6C T_7A T_7B 88.575 87.412 87.740. 89.411 88.054 82.841. 82.643 82.787 91.380 -90.987 T_8A .T_8B M_1A .M_lB M_2A M_2B M_3A M_3B P121 P122 100.815 96.284 88.066 85.424 84.370 82.094 87.002 81.558 22.988 23.003 C 05/29/89 12:45 Voll - 1192407.00

%.)

T_1A .T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.378 92.831 102.052 93.496 92.584 92.149' 89.457 88.379 89.588 69.343 T_4B- T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 88.500. 87.412 87.755 89.411 88.069 82.841. 82.659 82.803 91.380 90.987 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.831 96. N 88.066 85.424 83.975 81.746 82.398 81.139 22.987 23.003 05/29/89 13:00 Voll - 1192407.00 T_1A T_1B T_1C T_;A T_2B T_2C T_3A T_3B T_3C T_4A

.92.409 92.847 102.052 93.511 92.584 92.165 89.472 88.410 89.604 89.358 T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 88.621 87.428 87.770 89.457 88.069 82.857 82.674 82.803 91.396 90.987 T_8A T_8B H_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.331 96.284 88.066 85.424 83.975 81.932 82.328 81.232 22.987 23.003 05/29/89 13:15 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.409 92.847 102.052 93.527 92.600 92.180 89.488 88.410 89.604 89.374 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B

-D 88.621 87.443 87.786 89.411 88.100 82.872 82.674 82.818 91.396 90.987 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.651 96.294 88.066 85.424 84.440 82.350 82.491 81.582 22.987 23.003 Page 1 of 4

l ATTACHMENT 3.3M-yw

.i 1- River Bend - 1989 ILRT LM' FROM 12:15 HOURS TO 16:15 HOURS ON 05/29/89 MEASURED INPUT DATA VERIFICATION TEST 05/29/89 13:30 'Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B- T_2C T_3A T_3B T_3C T_4A 92.424 92.862 102.052 93.542 92.615 92.195 89.503 88.456 89.635 89.389 T_4B T_40 T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 88.637 87.459 87.786 89.441 88.100 82.888 82.705 82.834 91.396 90.987 T_8A T_8B M_1A- -M_1B M_2A M_2B M_3A M_3B P121 P122 100.831 96.299 88.066 85.424 84.231 82.025 82.701 81.558 22.987 23.003 05/29/89 13:45 Voll - 1192407.00 T_1A T_1B T_1C . T_2A T_2B T_2C T_3A- T_38- !_3C T_4A 92.440 92.862 102.052 93.542 92.631 92.211 89.519 88.456 89.650. 89.405

~ T_4B. T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 88.652 87.474 87.801 89.472 88.131 82.903 82.705 82.849 91.411 90.987 T_8A T_8B M_1A M_1B M_2A H_2B M_3A M_3B P121 P122 100.831 96.299 88.065 85.424 84.370 82.025 82.468 81.442 22.987 23.003 05/29/89' 14:00 Voll - 1192407.00 T_lA T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A' 92.455 92.878 102.052 93.558 92.615 92.195 89.534 88.456 89.681 89.420 T_4B T_4C T_5A T_5B T_3C T_6A T_6B 1,6C T_7A T_7B

-88.668 87.474 '87.801 89.441 88.131 82.903 82.720 82.865 91.396 91.002 T_8A T_8B M_1A 11_1B - M_2A M_2B M_3A M_3B P121 'P122 100.831 96.299 88.066 85.424 84.464 82.536 82.445 81.838 22.987 23.003 05/29/89 '14:15 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.455 92.893 102.052 93.573 92.631 92.226 89.549 88.487 89.681 89.420 T_4B- T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 88.683 87.490 87.817 89.472 88.147 82.903 82.736 82.865 91.411 91.002 T_8A T_8B M_lA M_1B M_2A M_2B M_3A M_3B P121 P122 100.831 96.315 88.066 85.424 84.231 82.094 82.305 81.535 22.987 23.003 05/29/89 14:30 Voll - 1192407_00 .

T_1A .T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.486 92.893 102.052 93.589 92.646 92.211 89.565 88.487 89.697 89.451 T 4B T_4C T_5A T_5B T_SC T_6A T_5B T_6C T_7A T_7B rV '

88.683- 87.505 87.S32 89.472 88.162 82.934 82.736 82.880 91.426 90.987 P121 P122

- (~ T_8A T_8B ff_1A M_1B M_2A M_2B M_3A M_3B

'100.831 96.315 88.066 85.424 84.394 82.280 82.421 81.745 22.987 23.003 Page 2 of 4

- _ - _--_--_---______-___-___D

l ATTACHMENT 33M l

'IY - River Bend - 1989 ILRT-LkJ FROM 12:15 HOURS TO 16:15 HOURS ON 05/29/89 MEASURED INPUT DATA VERIFICATION TEST 05/29/89 14:45' Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.486 92.909.102.052 93.589 92.677 92.242 89.580 88.518 89.712 89.451 T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 88.699 87.505 87.848 89.488 88.178 82.934 82.751 82.896 91.426 90.987 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100,831 96.315 88.066 85.424 84.324 82.397 82.724 81.745 22.987 23.003 05/29/89 15:00' Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.486 92.924 102.052 93.604 92.677 92.257 89.596 88.534 89.728 89.467 T_4B T_4C . T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 88.714 87.521 87.832 89.519 88.193 82,950 82.767 82.896 91.426 91.002 T_8A T_8B M_1A M_1B M_2A M_2P M_3A M_3B P121- P122 100.831. 96.330 '88.066 85.424 84.161 81.9}8 82.701 81.582 22.987 23.003

.O 05/29/89 15:15 Voll - 1192407 00.

T_lA T_1B . T_1C T_2A T_2B T_2C T_3A T_?B T_3C T_4A 92.502 92.924 102.052 93.620 92.662 92.273 89.611 88.549 89.743 89.467 T_4B T_4C T_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 88.714 87.536 87.863 89.534 88.209 82.950 82.782 82.911 91.426 9' 002 T_8A .T_8B M_1A M_1B M_2A M_2B M_3A 'M_3B P121 2122 100.831 96.330 88.066 85.424 83.719 81.932 82.631 81.349 22.987 23.003 05/29/89 15:30 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.502 '92.955 102.052 93.635 92.677 92.242 89.627 88.565 89.758 89.498 T_4B T_4C T_5A T_5B T_5C T_6A T_6B T_6C T_7A T_7B 88.745 87.551 87.879 89.503 88.224 82.981 82.798 82.926 91.426 91.002

.T_8A T_8B M_1A M_lB M_2A M_2B M_3A M_3B P121 P122 100.846 96.330 88.066 85.424 84.719 82.699 82.491 82.001 22.988 23.003

.05/29/89 15:45 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2B T_2C T_3A T_3B T_3C T_4A 92.502 92.955 102.052 93.635 92.677 92.304 89.642 88.580 89.774 89.498 T_4B T_4C 1_5A T_5B T_SC T_6A T_6B T_6C T_7A T_7B 88.761 87.551 87.879 89.534 S8.239 82.965 82.813 82.942 91.426 91.002 T_8A T_BB M_1A M_lB- M_2A M_2B M_3A M_3B P121 P122 100.831 96.346 88.065 85.424 84.370 82.582 82.514 82.048 22.988 23.003 Page 3 of 4 3

I ATTACHMENT 33M

( ' River Bend - 1989 ILRT M. FROM 12:15 HOURS TO 16:15 HOURS ON 05/29/89 -

MEASURED INPUT DATA

. VERIFICATION TEST 05/29/89 16:00 Voll - 1192407.00 T_1A- T_1B T_1C . T_2A T_2B- T_2C T_3A T_3B T_30 'T_4A 92.517. 92.955 102.052. 93.650 92.708 '92.304 89.658 88.580 89.789 89.529 T_4B T_4C T_5A- T_5B T_SC T_6A T_6B T_6C T_7A. T_7B 88.761 87.567 87.894' 89.565 88.255 82.996 82.829 82.957 91.442 91.018 T_8A T_8B M_1A M_lB M_2A M_2B M_3A M_3B P121 P122' 100,846 96.346 88.066 85.424 84.347 82.280 82.841 81.722 22.987 23.003 05/29/89 16:15 Voll - 1192407.00 T_1A T_1B T_1C T_2A T_2 B T_2C T_3A T_3B r_3C T_4A

.92.533 92.971 102.052 93.650 92.708 92.304 89.673 88.596 89.789 89.529 T_4B T_4C T_5A T_5B T SC T_6A T_6B T_6C T_7A T_7B 88.792 87.567 87.894 89.519 88.255 82.996 82.829 82.973 91.442 91.018 T_8A T_8B M_1A M_1B M_2A M_2B M_3A M_3B P121 P122 100.846 96.346 88.066 85.424 84.394 82.443 82.561 81.908 22.987 23.003-p q

Page 4 of 4

g ATTACHMENT 33N River Bend - 1989 ILRT FROM 12:15 HOURS TO 16:15 HOURS ON 05/29/89 REDUCED INPUT VARIABLES VI - Containment V2 . Drywell VERIFICATION TEST Time Volume (VI) Press.(V1) V.P.(VI) Temp.(VI) Deg.(V1) N%s(VI) Press.(V2) V.P.(V2) Temp.(V2) De g.(V2) Mass (V2) Total Mas (hh:aut) (Cu.Ft.) (PSIA) (PSI) (R) (F) (List) (PSIA) (PSI) (R) (F) (LbM) (Lit:)

12:15 1192407.00 22.989 0.5606 549.949 83.105 131258.70 23.003 0.5444 554.507 82.200 25731.81 156990.5 l 12:30 1192407.00 22.988 0.5629 549.964 83.232 131235.82 23.003 0.5371 554.507 81.780 25740.23 156976.0 12:45 1192407.00 22.987 0.5562 549.977 82.861 131266.07 23.003 0.5369 554.511 81.768 25740.28 157006.3 13:00 1192407.00 22.987 0.5579 549.994 82.953 131252.20 23.003 0.5371 554.515 81.780 25739.86 156992.0 13:15 1192407.00 22.987 0.5659 550.001 83.395 131203.67 23.003 0.5416 554.519 82.036 25734.55 156938.2 i 13:30 1192407.00 22.987 0.5610 550.018 83.128 131228.01 23.003 0.5432 554.519 82.130 25732.68 156960.6 l 13:45 1192407.00 22.987 0.5623 550.030 83.198 131217.75 23.003 0.5401 554.523 81.955 25736.01 156953.7 l 14:00 1192407.00 22.987 0.5678 550.036 83.500 131184.08 23.003 0.5434 554.523 82.141 25732.26 156916.3 l 14:15 1192407. - 22.987 0.5617 550.050 83.162 131216.89 23.003 0.5395 554.531 81.920 25736.35 156953.2 i 14:30 1192407.u. 22.987 0.5648 550.061 83.337 131175.55 23.003 0.5424 554.531 82.083 25733.08 156928.6 14:45 1192407.00 22.987 0.5653 550.075 83.361 131189.74 23.003 0.5451 554.531 82.234 25730.02 15691*.7 15:00 1192407.00 22.987 0.5600 550.086 83.070 131218.12 23.003 0.5454 554.538 82.141 25731.55 156949.6 '

15:15 1192407.00 22.937 0.5556 550.095 82.826 131241.56 23.003 0.5408 554.538 81.990 25734.60 156976.1 15:30 1192407.00 22.988 0.5716 550.106 83.709 131150.90 23.003 0.5453 554.542 82.246 2 029.27 156880.1 15:45 1192407.00 22.988 0.5674 550.117 83.476 131173.40 23.003 0.5459 554.542 82.281 25728.54 156901.9 16:00 1192407.00 22.987 0.5644 550.131 83.314 131181.52 23.003 0.5459 554.554 82.281 25727.99 156909.5 16:15 1192407.00 22.987 0.5663 550.136 83.418 131169.12 23.003 0.5451 554.554 82.234 25728,94 156S98.0 l

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ATTACHMENT 33P 1

,,b .

River Bend - 1989 ILRT

'd-FROM 12:15 HOURS TO 16:15 HOURS ON 05/29/89 ABSOLUTE TEST METHOD, MASS POINT ANALYSIS TEST RESULTS VERIFICATION TEST Time Mass Leakage Confidence UCL

' (hh:me, (LbM) '(PCT./ DAY) (PCT./ DAY) (PCT./ DAY) 12:15 156990.51 0.000000 0.000000 0.000000 12:30 156976.05 0.000000 0.000000 .0.000000 12:45 157006.36 0.484613 6.760260 6.275647 13:00 156992.06 . 0.213804 1.136876 0.923071

-13:15 156938.22 0.541517 1.153304 1.694821 13:30 156960.68 0.483753 0.687283 1.171036 13:45 156953.76 0.456632 0.460435 0.917067 14:00 156916.33 0.597989 0.366988 0.964977 14:15 156953.24 0.473669 0.308741 0.782410 14:30 156928<63 0.466626 0.241856 0.708483 14:45 156919.76 0.466225 0.194668 0.660894 15:00 156949.67 0.377725 0.185010 0.562735 15:15 156976.16 0.258381 0.198300 0.456681 15:30 156880.16 0.343692 0.190020 0.533712 15:45 156901.94 -0.357258 0.164100 0.521357-16:00 156909.51 0.348248 0.143015 0.491263 16:15 156898.06 0.348965 0.125538 0.474503

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SECTION 4

')

LOCAL LEAKAGE RNFE TESTS (TYPES B AND C)

Section 4 summarizes the results of the local Leakage Rate Test's (LLRT's) data which has been obtained from periodic testing performed since the April 1985 Periodic Type A test. Maintenance data is provided for surveillance testing performed. Each penetration's leakage rate can be obtained from site reference material.

Attachment 4B contains an analysis of the containment penetrations that were repaired during the 1989 Refueling Outage to assess the as found containment ccadition.

The acceptance criteria for Types B and C testing are in accordance with 10CFR50, Appendix J. The combined as left leakage rate for all penetrations and valves, subject to Types B and C tests in 1989, were well below the acceptance criteria of less than 0.60L,.

The data contained in this section are listed below:

Attachment No. Iille 4A Summary local Leakage Rate Test Data 4B 1989 Local Leakage Rate Test Summary Analysis.

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A'ITACHMENT 4B-1989 LOCAL LEAKAGE RATE

SUMMARY

ANALYSIS :

d( V

' Attachment 4A was reviewed for the as found LLRT, 'the repair, and the as left LLRT for each Lboundary or penetrationLThe net leakage contribution for each penetration was determined using :

lthe following criteria and is summarized on the next page.

1. A leakage equivalent to the repair improvement achieved'on each valve in the penetration.

is calculated.

2. Only those penetrations where repairs were performed and'the as-left leakage rate is lower than the as-found leakage rate are included in this attachment.

3. - The leakage equivalent is the difference between the as found and the as left leakage rates.

4. If a repair was not performed, a zero leakage equivalent is assessed to the valve.

5. The leakage equivalent assessed to a penetration. may be reduced due to the safety-related service of the system associated with the penetration (s). Justification for this reduction will be provided with the analysis.

6. The net equivalent leakage for the penetration is the lowest of the inside or outside valve

. grouping (e.g., simulates minimum pathway leakage). The inside barrier may be inside the containment or the inner most barrier of the two barriers outside the containment. 'See Attachment 4A.

[V \

7.' If the as left leakage rate of a repaired valve is lower than the as left leakage rate of a valve that didn't require a repair, then the penetration net equivalent leakage is the difference between the as left leakage rates, or the repair improvement of the reworked valve.

8. - For series valves tested together (i.e. combination test), the penetration net equivalent leakage is half the difference between the as found and the as left leakage rates when both valves are repaired at the same time (prior to performing another test).

. 9. When the summation of the leakage equivalent and the leakage measured during a successful Type A test is greater than L ,a the penetration (s) with excessive leakage (s) shall be analyzed under a failure analysis program. ,

i

10. All leakage rate values are in SCFD.

l

Conclusions:

The results of the analysis were indeterminate because some of the as found leakage rates exceeded the range of the instrumentation used for the LLRTs. j l

L/

h Page 1 of 2 L__-----____---- - _

m ,-

ATTACHMENT 4B

-1989 LOCAL LEAKAGE RATE

SUMMARY

ANALYSIS j- ,q. Pen

'l -

Num System . As Amnd As left LS Remarks a

Z3A'1 Feedwater

0.00 0.00 Z6' Reactor. Water Cleanup 49.12- 0.00 0.00' Z7 - Reactor Water Cleanup - 0.096 0.00 0.00 29 HPCS. 414.93 0.00 0.00 Z15 RCIC 0.00 0.00 0.00 Z19 RCIC Indeterminate

.Z20 RHR 46.87 0.00 0.00 Combined ~

Z21A ' LPCI' O.092 0.00 0.00 Combined Z35 Floor Drain 121.13 0.00 0.00 Combined -

Z38; Equipment Drain 0.00- 0.00 0.00 Combined Z48 Component Cooling 0.00 823.43 0.00-

Z52A Service Water * *

Indeterminate Z52B- l Service Water - Indeterminate

- Z53A Service Water 24.0 414.0 51.44 Combined Z53B Service Water 56.58-

Indeterminate Z103. ADS Air - 36.51 0.00 0.00' Z601B Reactor Plant Sampling 1.08 1.756 1.706 Z601E Reactor Plant Sampling 13.89 97.17 13.89 Z603C Leakage Monitoring 0.00 8.97 0.00

Leakage rate exceeded the range of the test equipment

--

ML20246M695

Contents

Text

SUMMARY

SUMMARY

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Conclusions:

SUMMARY

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ML20246M695

Text

SUMMARY

SUMMARY

SUMMARY

Conclusions:

SUMMARY

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