Text

Reactor Containment Bldg Integrated Leak Rate Test
	ML20064K178
Person / Time
Site:	Oyster Creek
Issue date:	06/30/1980
From:	Carroll J; JERSEY CENTRAL POWER & LIGHT CO.
To:	;
Shared Package
ML20064K176	List: ML20064K175; ML20064K178;
References
	TASK-06-06, TASK-6-6, TASK-RR NUDOCS 8010140255
	Download: ML20064K178 (52)
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SUMMARY

TECHNICAL REPORT j 4 ( PROVISIONAL OPERATING LICENSE NO. DPR-16 REACTOR CONTAINMENT BUILDING INTEGRATED LEAK RATE TEST JUNE 1980 t-N r 8 exogga153

a e i i e, ,1 8 i i REACIOR COtfrADNENT BUIIDHG INTEGFATED LEAK RATE TEST 4 h JUNE 1980 e 3 I n. L 4 11-4( L Approved by: WA./WAP e. J. T. Carroll, Jr./ / 1 Staticn Manager / m 4. O4 1 1 .J 1

.= + C j. 8 s r t l ll a t t t t O TABLE Or CONTENTS .h I n troduc tio n........................................................... Pag e 11 Leak Rate Detection System............................................. Page 1 Ca lcul a tio na l Me thods.................................................. Page 6 Test Chronology & Highlights........................................... Page 12 Analysis .......................................... Page 14 Local Leak Rate Test Results .......................................... Attachment 1 i - W ' s Calculated Leakage Rate Data (Type A Test)............................. Attachment 2 r 4 i q Calculated Leakage Rate Data (Supplemental Test)....................... Attachment 3 1 J i ( n I i j i l l I t L i-O I t-1 t 4 i 1 -I su l io k i I e r. LL I l .-e- <w

0-c -IMPf00CTION i i The Primary Containment Integrated Iaak Rate Test was performed during June 3- .l 14, 1980. 'Ihe test was conducted in accordance with 10 GR 50, Appendix J, the l w Oyster Creek Technical Specifications, and Station Procedure 666.5.007, Revision 1, " Primary Containment Icak Rate Test". Specific deviations frcm the testing requirements g, j of Appendix J were detailed in the " Oyster Creek appendix J Exenption Request" dated a i e November 22, 1978. j j Detailed descriptions of the Containment Systs and plant configuration were i provided in two leak rate test reports dated February 1971 and May 1971. The leak 1 1 I late detection syste described in these two reports, however, was replaced with one of an inproved design during 1978 and was utilized in the Primary Containment Integrated i a Icak Rate Test conducted at Oyster Creek that year. A description of the leak rate detecticn system, calculational methods, and test chronology are included herein. Also included herein, in accordance with 10 G R 50, Appendix J, is an analysis ~ and interpretation of the type A and supple.nental verification test data. Icakage l U-rate data and the results of type B and C tests performed since the previous . type A test are provided as attachments. i i 4 4. is. l@ 3' I m,. i ii

o-i i LEAK RATE Dt;nL'nON SYSTEM o 6 The leakage rate detection system consists of thirty (30) four-wire platinum o (RID's) and ten (10) lithium chloride dew cells positioned in the containment structure i ! 'l ~ as illustrated in Figure One. We analog signals fran these sensors are input to a multiplexer scanner also positioned inside the containment. A data acquisition system located external to the containment interogates the scanner on dennand for terrperature and humidity infonnation. Containment absolute pressure and reference t l . vessel differential pressure infonnation is input to the data acquisition system frca a pair of fused quartz bourdon tube mancmeters which are externally connected to the 0 containment and reference vessel. W e analog signals are processed through an analog I 1 < 'o digital converter and transmitter at present intervals to a PRDE 750 ccutputer. A system sensitivity check is performed by intr *ing a m1ibrated leak through a mass flow transducer. Se output frcm the transducer is also processed via the analog to L. digital converter and data acquisition systen to the ocoputer. In addition, the I system reads and records the anblent tarperature and pressure. i he ocuputer operates in a real time made to collect the transmitted informaticm l and calculate on demand the containment leakage rate. Figure 'IWo is a detailed ( functional block diagram of the Ieak Rate Detection Systen including individual { g i j sppropriate cutponent performance specificaticns. [ ( r i l'. l i 1 r j r 6 f -Page 1 - }' t

c-FIGURE 1 (RID and Deweell Sensor Iocation) o 0-l i. I' @N j~ . @ 'y N e g .El 95'0" h_ g __ ( ) 1' GG q l T I d \\ d jh 8 I . L' 5 l! l g* s I j_ { '0"_ .g / El 59 j '.N. j j.- @ @g" l p n El 48'0 \\ p t l\\ ____j p- _el i } \\g"_.)d @ @ ) ') u ] t ( P _El 31'0" + l - _, _ g... i i \\ g \\ El .,\\ 22'3" 4 -. - )@ @ 1 ~/s El 10'3" s i s s @3 N N. Il 6-o E h tians i jj / Numbered 1-31 \\ 'j Nv/ i o Dewcell locations ..4 lettered A-J .", v P -Page 2 - d'

t ne t iP n bn es me is AT bemr AP ~- 8 r H o r e t e t lt n i e ot e aim m0 p gar o li v tte .i 5 i agn ait r7 u ni o Dss P C ADC iyuS q cA m a. 2 l b 1 0 s 0gn r r 1i a b o - sr s 0, Pt iks "0 n l n am l e 5 a 1 em CT S 1Pr o AT b pt o I n eV g"r q '8 g -P n ib a u p f 1 / 3 m ' 0, bu B, "8 t / A 3 e "8 p r r ( f /e s i e e 7 f 3c r p x n 2.. YB n e e o E. elb l r i R F rem "2 pe lt R At MI esa / i n ai U IA fsh 1 tn nd G- _p R1 eeC la& gn I-Pt BV uc i o F-f n l MS SC OC ~ fEi1i:r p l0, s 7 l s3 0l t 51 e ./ um c poDdw nrI ne /z IfRaD 7 \\ / 2_ u' ,mMto

n i i o ~ INSTEC C 7TATION i Te. :>2rature Configuration: 4 wire operating Range: 32-250'F k Accuracy: 60-120*F, + 0.l'F in 32-250*F, + 0.15*F Fepeatability: 0.l'F +.- 7 Element: Platinun 1 Quantity: 30 i, Cewooint Te:t=erature Feasure: rent 1 Nwpaint Range: 0-200*F 1 t. D2wpaint Accuracy: +1*F i Dewpoint Repeatability: p.5'F h-De'.goint Sensitivity: p.l'F i' Quantity: 10 e l. = I t. 1 1 1 i 1 i n. -Page 4 - s. n. I 4 dB e se

o 1 Fressre Feasrenant Crarating Rryge: 0-100 psia j l 0-150 in. H2O (differeitial) ' e' Accuracy: +0.02% of reading f Repeatability: 10.001% of full scale Stability: Iass than 0.001% F.S. degree b Fahrerieit ambient ta:perature range e j Type of sensor: Quart: Bourdon Tube P Quantity: 1 each of the ateve i J { Data Accuisition System e [ A/D Dual slope integration

4 t

V -+ F, constant scan rate y, Display: 5 + digit, polarity, deciral and legend ,) Sampling Rate: IE-180DB,10000 ohm tr6alance 7 AC-180DB at 50-60 HZ L. E Nornal htxie Rejection: 80DB !a Input Impedance: 1000 megohrs/ volt ,'f t h Ambient Temp. Pange: 050*C L . ( Zero Offset: Recalibrate before each reading autaratically. .[.. Voltage Temp: _0.002% of reading (0.25 V/*Cl + R f. Accuracy: 10.005: F.S., +0.005% of reading at O! 1}5 - 25'C with +10% Fwer t.nnat).cn At 67% F.S.: 0.012 F.S. r Repeatability: 10.005% F.S. i. n. Il -Page 5 - \\ s ' + 's

t O CAIEUIATIONAL MEIIIODS i Peferences 8 I j 1. ANSI N454-1972, Ieakage - Pate testing of Cbntainment Structures for Nuclear Peactors. o 4-2. ANS N274 - 1978 (W.G. 56.8 - Draft #2), Containment System Ieakage Testing

~

Requirements i i b 2e containment leakage rate calculation was performed in accordance with the above J standards and utilized the absolute system Analysis method and mass plot calculational .; 8 techniques. In addition, the reference vessel system analysis method was also perfomed e l. for cmparison to insure confidence in the test result. 'Ihese analytical methods are ( described below. ABSOIDIE ME5110D I he absolute method of leakage rate determination mnsists of measuring the 1. tsperature and pressure of the cmtainment atnesphere, with suitable correction for i changes in humidity. mis metled assumes the temperature variations during the test will be insufficient to effect significant changes in the internal volune of the I, containment structure. ne percent leakage of air frun the mntainment structure in terms of the original i ' ( amount contained and that which escaped during each hourly test period is then calculated ) by the following fonnula: a. (Tl) (P2)] (100) (24) Ieakage Rate (Wt %/ day) (1 = j' (T2) (P1) h where: l T1 = mean absolute tertperature of the containment structure air, at the start of L each data collection period (point-to-point method) or at the beginning of the test (total time method). i n 7, m -Page 6 - I o.

o-o T2 = mean absolute tmperature of the containmnt structure air at the end of each data collection period (point to point mthod). P1 = total absolute pressure in the containment structure at the start of each data collection period (point-to-point metrod), or at the beginning of the test (total time method). 7 P2 = total absolute pressure in the containment structure at the end of each data collection period (point to point method). b h = total length of test period (hours) I An upper one-sided 95% confidence limit for the leakage rate (total time) is then s-J calculated using the mass point allculational technique. (EFERENCE VESSEL MEH10D 1 'Ihe reference vessel method of leakage rate detennination cmpares changes in the < - pressure of the containment atmosphere with the pressure in a hermetically closed '~ rsference vessel system. Due to its geometry and location in the containment structure, 1 ' the reference vessel assumes the tenperature of the containment atmosphere with a a. time lag that is empatible with the frequency of the data collection. { 'Ihe leakage rate of air frun the containment structure in terms of the original anount contained and that which would escape during a 24 tour period is then calculated in g,j sccordance with the following formula: (24) (100) * [Tl (PR2-P2+W2) - PRl-Pl+Wl) Rat (Wr%/ day) = h T2 (Pl-Wl) Pl-W1 i. Where T1, T2, P1, P2 and h are defined above and PR1 = absolute pressure of the reference vessel at the start of each data collection pericd. PR2 = absolute pressure of the reference vessel at the cxmpletion of each data collection period. ,.' PV1 = the partial pressure of water vapor at the start of each data collection period. PV2 = the partial pressure of water vapor at the conpleticn of each data collection pr2riod. 4 -Page 7 - em ~

O' t O MASS POH7f MEIHOD The mass point calculational method utilizing the ideal gas law, detemines the d mass of air in the containnent, at each time point during the test and perfoms a straight line least squares analysis to estimate the leakage rate. An exact upper one-sided limit of a 95% confidence level is then calculated on the leakage rate using the relationships identified below. The derivations and details for this calculational method can be found in reference 2. The calculational methods employed in the ccroputer code for mass point technique calculates a least squares analysis as follows: NOIE: Symbols are defined at the end of this section. g The least squares line is given by W At + B = where the slope (A) and intercept (B) are given, respectively by N(It W ) - (IW ) (Et ) A = g1 g y 2 (Et )2 N(Itp) y 2 (EW ) (Ett) (It N ) (Et ) B = g gg y N (Et 2) - (Et ) g g , u Each t is the elapsed time between a clock time for the initial reading and 1 g the clock tae at which the ith rmMng is taken. 'Ihe fornnlu for A and B 1 do not require equal time intervals. ^ du 'Ihe leakage rate is expressed as the ratio of the rate of change of the mass and f the mass in the containment at time g = o. 'Ihe values of t have units of hours and g cince the leakage rate is desired in Wt%/ day the estimated mass point leakage rate, expressed as a positive number, is calculated as follows: su (-2400) (A/B) p L = aw $4 la l~ -Page 8 -

.,e =:ertain y in the esti ated val:e of leakace rate is assassM in te=s c of the standard derviations of A and B and their ccvariance foliced by the D cntation of an upper limit of the 95th confidence level for the leakage. 'Ibe esticate of the ccrnon standard deviation of the :rasses with respects c. to the line is given by: s = 1_I (W - W) 2 ]1/2 l N-2 i where e and W is the measured rass at tine t1 1 W. is the estirated rrass at time t. frcxn W. = Ati +3 1 1 1 i In order to detennine the standard deviation of the slope (5 ) let 3 i I s K= S g ) - (It )2] 1/2 2 J IN(It a g i I e then i ) S = KIN]1/2 < a. a i 1- 'Ib detennine the standard derviation of the intercept (S I b g ]1/2 2 J S = KIIt i b and the covariance of the slope and intercept (SAB) is I s =K [-It ] f ab .1 In order to calculate the exact upper one-sided limit of a 95% confidence ( level for the leakage rate, let , p ^' 2 2 I" 95 (b) a=B -t 1 2 '] 95 (Sab)and b = AB - t 2 2 2 c=A -t S 95 a a f. then the exact upper one-sided limit of a 95% confidence level for the j] i- ) leakage rate is determined as follows: i UCL (+95) = -2400 lb - (b~-ac)1/2]/a m 4 v -Page 9 - gy d;1 T.. - 9:

o S'cdOIS NO SUBSCRIPIS SYMDOLS e-l P 'Ibtal absolute pressure in the containment (psia) Mean absolute tenperature of the containment air (*R) p. T Internal free volume of the containment (assumed to remain constant for the V 3 8" duration of the test - ft ) Gas constant for air (53.35 ft-lbf/lbn *R) R i Partial pressure for water vapor (PSIA) P y J-Nultiber of pairs of measurement N Measured mass of contained air (lbn) W Time interval of measurement after initial measurement (hr) T w At & B - Isase squares line relating measured masses to corresponding, times of a measurement b. Slope of least squares line A IL Intercept of least squares line B 1 g S, Estimate of standard deviation of slope of least squares line Estinate of standard deviation of intercept of least squares line S b g Estimate of covariance between slope and intercept of least squares line i 2400A/B - Estimate of leakage rate, derived fran least squares slope and 1 L o interrupt, expressed as a positive number (%/ day) 1 T 95th percentile of student's distribution 95 Exact upper one-sided limit of a 95% confidence level for the leakage rate. UCL L SuBScaIers 1 Indicates the ith data point w c. 1- -Page 10-c

L.A L ,.m 9 For all analytical methods described above, constant containment volum is assumed. The leakage rate is later correctcd for changes in containment volume due to water leakage into the containment and changes in reactor vessel water level, a-j, Data for tagerature and dewpoint input is corrected for instrument error using three point calibration data provided by the equipnent supplier. In addition, the i d pressure sensor readings are corrected using a similar technique. Weighting factors are assigned to the tanperature and dewpoint sensors thus providing a single ambient f i 1 and dewpoint teiperature reading indicative of containment conditions. CCMEurER CODE OtmLIFICATION: An independent audit was performed on the otxnputer code prior to utilizing it in the 1978 Primary Containment Iaak Pate Test at Oyster Creek. 'Ihe audit consisted of an in-depth check of the equations used to confirm agreement with those rex- +rded 2 by the governing standards. In addition, the code was run using data obtained by k. contractors who performed leakage rate tests on other containment structures.. 'Ihe results of this check agreed favorably with the values obtained using the cognizant q,. contractor's code. 4 i t t i l 4. l I 4 S t.e 1 b6 ) -u-1 4 I U' m. l

o l TEST CHRCNCIfCI A?O HIGILIGHS O Type B and C local Leak Rate Tests were performd on all testable penetrations prior to initiation of the Type A Test. The results of the local leak rate testing as required by 10 CFR 50, Appendix J, are presented in attachment one and cover the e l. period since the previous Type A test. Presented in Attachments 'I%o and Eree is the calculated leakage rate data for the Type A test and suplimental test. Also included in Attachment 'Iko are plots of 7 j the change in containment mass and weighted average containment tenperature for the Type A test. Se chronology of significant events during the performance of the Type A test F is as follows: June 3, 1980 p An inspection of the Primary Containment was conducted. No evidence of structural deterioration to the containment or containment cmponents was observed. Se reference vessel was leak tested and determined to be leak tight. 0 June 4, 1980

I i/

Trial checks were made of the leak rate detection and measuring system. During check-out of the Data Acquisition System, it was determined that RID #29 had failed. a Sensor RID #26 was relocated in the vicinity of RID #29 (drywell head area). De following sensors were out of service during the test: Dew-cell #5, RID #6, RID #9 and RID #29. June 5, 1980 l 1-System valve alignments were cmpleted and the primary containment was pressu ~ period. During this " stabilization" period the following conditions were discovered: The particulate monitor isolation valves were open; containment vent valves V-21-1 and V-27-2 were leaking ard the containment head manhole cover gasket was leaking. June 6, 1980 ( The drywell was depressurized and repairs to the discovered leakage paths were cmpleted. j Repressurization of the primary containment cmmenced. June 7, 1980 l' Cmpleted repressurization of the drywell at 4:03 a.m. and began collecting data for the test at 9:25 a.m. Calculations indicated that the primary containment leak rate was in excess of the allowable limit. A few minor leakage paths were found and corrected. 9 i June 8, 1980 l A significant packing leak at isolation condenser "A" inlet valve was found ar 1. corrected. Other minor leakage paths were found and repaired. 4 June 9, 1980 ' 1" 2e primary containment head gasket was determined to be leaking significantly and the containment was depressurized to replace the gasket. s. -Page 12 - i s.

o June 12, 1980 Replacement of the containment head gasket was cxmpleted and the cmtainment was repressurized to 37.7 psia at 10:00 p.m. A four hour pressure stabilization period j J was initiated. o+ June 13, 1980 J Began collecting data for the 24 hour primary containment integrated leak rate test at 2:25 a.m. Reactor water level input to the couputer was not updated frcm 2:25 a.m. to 4:00 a.m. due to cx:nputer irput downtime. J-June 14, 1980 e j Conpleted the Primary Containment Integrated Leak Rate Test at 2:25 a.m. At 3:55 a.m. began collecting data for the six hour verification test. s j Conpleted the six hour verification test satisfactorily at 9:55 a.m. At 10:00 began to depressurize the primary containment. ( l. f i-1,. 1 i r l [ I ~ r l h I -Page 13 - l I 1

a N aLYSIS NIIPLVCE CRITERIA 10 CFR 50 Appendix J requires that the leakage rate LM at the upper 95% cx:nfidence I level shall be less than.75 LT where: Ia (PT/Pa) LT = 1A (20/35) p. LT = 1 wt%/ Day (20 psig/35 psig) Lt = 1 .75593 LT = .75 (.75593) . 75 (LT) L'IM = = r .567 wt %/ Day L'IM = j EST RESULTS 1 The measured and calculated leakage rates for the mass plot, total time, and point to point analysis methc.is are presented in Table I. E-i.ndicated in Table I, r ' both the absolute and reference vessel analysis methods d ecostrated an unadjusted leakage rate well below the test criteria value. Also included in Table I are the L test results frm the suplimental leak check. r TABLE I TEST RESULTS

SUMMARY

i 5 t ] Absolute Method Reference Vessel Calculational Technique Calculated calculated Calculated Calculated & 95% UCL & 95% UCL i e. } Mass Plot (Type A) O.1362 0.1415 N/A N/A 1. Point Point (Type A) O.1919 '/A .2521 N/A 1 Total Time (Type A) 0.1854 0.4196 I0.0896 0.3117 Ma's Plot (Suplimental Test) 0.3980 0.4180 N/A N/A 1~ e. Point - Point (Suplimental Test) 0.7676 N/A .4756 N/A i Total Time (Suolimental Test) 0.3912 0.4917 0.5547 0.6309 3..

0 O Test Validity In accordance with 10 GR 50, Igperslix J, a supplcrental test utilizing a calibrated leak was performed to insure the validity of the type A test. 'Ibe m11hrated leak l. was set to be 1.00 SCH which is equivalent to a.19206 wt %/ Day leak. 'Ihis relationship c- ] is derived as follows: A) Calculate the mass of air in the containment at the test pressure and r tmp using the ideal gas law. 8 Test pressure 36.985 psia .3459 psia 36.634 psia = = l Test tmperature = 79.848*F 539.438 R (weight avg.) = 2 Containment volume 300,000 ft = i PV = MRT s j M = PV RT 2 2 36.634 LBf/in x 144 in x 300,000 ft 3 M = ~ ft 53.34 ft - LBf/LM R x 539.438 'R 55001.28 LBM M = P L B) Calculate the mass of 1 standard cubic ft. of air 2 2 3 . r M (1ft ) 14.7 LBf/in x 144 x 1 ft = a (~ ~ 53.34 ft - LBf/ ibm

R x 536.59

) 3 a-M(lft ) 0.073567 LBM = j' C) Assuning a c214hmted leak of the magnituded derived in B which corresponds L to 1 standsid cubic ft. of air leaking at the rate of 1.00 SG/ minute [ the m1ibrated leak in wt%/ Day is as follows: a Calibrated leak Mass rmoved fmn cent. x 100 in 24 hr. period = 1 'Ibtal containment air mass .073567 LM x 60 min /hr. x 24 hr/ day x 100 = 55001.38 LBM ]' Calculated I.eak 0.192607 wt%/ Day = '~ -Page 15 -

O ^ ~~ !s In accordance with 10 CFR 50 Appendix J the < alibrated leak nust fall within the bandwith expressed by the following equation: g +.25 (L ) (L + [ L + L, .25 (L ) L, 3 g 3 .7559 wt/% Day Where Lt = m neasure leakage rate using .1415 Wt/% Day at a UCL of 95% where Ltm = Ltm = F the mass plot methods. suplinental total leak rate .4180 wt/% Day at UCL of 95% where Ltms = Ltms = 11 using, mass plot analysis) .192607 y; Ls = t w .1890 .192607 +.1415 -.1890 <.4180 <.192607 +.567 a 1 .1451 < .4180 <.5706 1 '1herefore it can be concluded that the leak rate test results are valid. I Adjusted 'Ibst Besults a. The calculated leakage rates were adjusted to include water leakage into the i containment and reactor water level changes in accordance with the following equation.

g 1

L- + 24.00 (20.6208(WR - WR ) + 0.1337 (F - F) L = F y F y 1 (300,000) M Where: Corrected leakage rate in wt% day. i = 1 Uncorrected leakage rate in wt% day. = v. 24.00 hours / day x 100%. 24.00 = 3 Containment free air volute in ft i 300,000 = a.. Time interval in hours between M = 1 d_ Initial and final reactor water vessel level and surp inteorator raarhngs. Cubic feet per inch water level change in the reactor vessel. No credit 20.6708 = 4 was taken for displacement of moisture separators. l' WR,WR Initial and final reactor vessel lenel raaM ngs in inches. = y p s. Initial and final surp integrator reacings in gallons. F,F = 4, y p Conversion factor fran gallon to cubic feet.

L

.1337 = - Page 16-

D a O The corrected leakage rate is adjusted as follows: 0 .14154 x 24.00 (20,6208 (63.84 - 62.10) +.1337 (7296293 - 7293978) L = 1 300,000 (25.7) o I .1582 wt% Day i L = a No penetrations were required to be isolated during the performance of the type A l test. 'Iherefore, the total of adjusted primary containment leak rate determined by the absolute and mass plot calculational technique is J 0.1582 wt%/ Day total leak rate = - e j 'Ihis leakage rate is well below the leakage rate criteria established in 10 TR 50, [ Appendix J, and demonstrates that the Primary Containment leakage is within regulatory 4 -i limits. i l i. 1 i O. i 1 1: 1; 1. I e IL [~ -Page 17-

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o ATIEHMENT 1 o IDCAL LEAK RATE TESTS Double Casketed Seals M Rates M) e Test Date 20 osig 35 psig 4 TIP Penetrations (4) 4/9/80 0.24 0.32 Torus Manhole Cover - North 6/4/80 0.13 0.18 j 7/4/80 0.016 0.02 South 6/4/80 2.04 2.69 f 8 Drywell Head Seal 6/4/80 10.17 13.46 6/12/80 0.016 0.02 Drywell Head Manhole Cover 6/4/80 0.016 0.02 Steam Dryer Penetration 4/15/80 0.05 0.06 i 'Ibrus to Drywell Vacuum Breakers (14) 5/13/80 3.97 5.25 Reactor Building to Torus Vacuum f Breakers (2) - Gaskets and O-rings 4/8/80 0.23 0.28 Biological Shield Stabilizer Manways (8) 4/9/80 21.83 28.88 e l 5/16/80 19.80 26.19 5/20/80 4.07 5.41 Drywell Airlock Seal 4/24/80 0.05 0.07 Drywell Airlock 5/29/79 4.21 5.49 7/19/80 4.21 5.49 m Penetrations and Isolation Valves m Electrical Penetrations (32) 5/20/80 4.97 6.57 i ' Steam Dryer Penetrations (16) 4/15/80 0.94 1.24 Drywell Airlock Electrical Penetration 4/24/80 0.03 0.04 Demineralized Water System Penetration 6/4/80 0.17 0.22 \\ Drywell Sunp Discharge V-22-28 & 29 5/28/80 10.09 13.35 L. Drywell Dquipmnt Drain Tank Discharge V-22-1 & 2 5/27/80 0.055 0.06 TIP Vall Valves (4) 5/1/80 2.43 3.22 Instrument Air & Nitrogen System V-6-393 & 395 6/2/80 0.96 1.27 [ Main Steam Isolation valves NS03A & 4A 1/6/80 24.56 33.04 6/12/80 1.04 1.38 m. NS03B & 4B 1/6/80 9.99 13.37 }* 6/2/80 1.44 1.90 -Page 18 - m.

0-ATT/CIM27T 1 (page 2) o Penetrations and Isolation Valves leak Rates (SCFH) Test Date 20 psig 35 psig i Main' Steam Drain Valves V-1-106, 107, 110 & 111 1/6/80 36.98 49.40 c-5/27/80 0.11 0.15 Isolation Condenser Vent Valves V-14-1 & 19 6/20/80 4.29 5.68 { V-14-5 & 20 6/20/80 9.96 13.18 Feedwater Check Valves V-2-71 & 73 4/4/80 1.04 1.38 j V-2-72 & 74 4/26/80 811.7 1073.8 5/1/80 2.43 3.22 Drywell Vent V-27-1 & 2 4/16/80 0.45 0.59 8 6/23/80 6.01 7.95 i j Drywell Purge V-27-3 & 4 1/10/80 19.46 25.74 i 4/9/80 12.93 17.10 5/11/80 10.8 14.3 6/11/80 0.10 0.13 { 6/30/80 6.01 7.95 Drywell N Purge V-23-13 & 14 1/10/80 0.08 0.11 F 2 6/22/80 0.27 0.36 n. 'Ibrus N Purge V-23-15 & 16 1/17/80 1.51 1.99 2 p-6/24/80 5.08 6.72 DW N Makeup V-23-17 & 18 1/10/80 0.03 0.04 2 4/9/80 0.90 1.19 lbrus N Makeup V-23-19 & 20 4/8/80 0.14 0.19 2 (, r Drywell Vent Bypass V-23-21 & 22 4/16/80 0.08 0.11 Torus Vent V-28-17, 18 & 47 4/16/80 1.24 1.64 6/24/80 1.17 1.55 G-Reactor Biilcling to 'Ibrus Vacuum Breakers V-26-15 & 16 1/11/00 8.90 11.79 5/16/80 0.79 1.04 V-26-17 & 18 1/11/80 0.31 0.41 5/30/80 2.51 3.33 Drywell O Analyzer & Particulate Monitor V-3829 & 10 6/1/80 0.11 0.15 I Torus Particulate benitor V-38-16 & 17 6/1/80 0.56 0.74 u '1brus 0 Analyzer V-38-22 & 23 6/1/80 6.55 8.67 g, 2 1 y. -Page 19 - 4.

ATflG4ENT 1 (page 3) Stmrmr/ of Test Results 'Ibtal of all local leak rate tests (Iatest results of each test) 84.83 112.00 Cmbined leak rate @ 35 psig 112.0 STH = 0.267 Ia = where Ia 419.88 SG H = 4 ( e O i. t- ). 1' Ie. t k. t e 1 i s. n. 1' e - Page 20 -

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0 2-001 O e b ~n do J+ C' avD w W gr E - N e ein N C fin O C O - + @ @ - t N @ f 3 t1 N C f1 M M C M c O = t c @ = t N O f3 n N C f3 n O C M ' = n ci el C O N L1 M _ C ~g @@ t c3 = c ?. 4101 O o N L1. v fl O d a 3 ~1 = 0 0 G 1 Q = o N Q t f 3 = c N F - u O e C - - n. M e_ n e_ @ r_. O O C C = n M t a n e r M o o C - n M -r n n o s t. c o C = e: M t e n @ 3 C C = = -..- = g< p d...._......._._._._30_1?_!030301:303?!fl01C13 3 3;13

==f

a e __=~~~~~~~-~~~~~~- _ ....................... =.=.~. ~..., wCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC' 11 A b =m j A a o @ @ n @ CI O N O f3 = c = to M O L10 = N M 03 O C = N M 1 O O M S N e N @ t M o 03 9 3 C O N @ M 4 M, C

n N -M O o o 9 y oeloe3el-9ft:3 = 0 W Cl e Li e d o N C M O.~t N M M c N N Q N c 0 CO o 1 O o o 03 O

% v o o et n C C_3 = N 9 0 4 e c t n M N o 4 03 @ V_.*31 = cl 9 = : C el C = t n. M_ d M o. :@. ;3 0] t. L n.1 C C 03 M @ ?= N o 23 O d a. @n C O O el. t. .. O. f 3 03 03 C3 03 n. 03 e.l C.3 03. CJ. 03 03 0123 73 C.3 m. a. C.I O3 CJ. 03 n. C.I C.3 =. =. =. =. =. =. =. =.

.1 sn No-Mtn@tt@Mn-C

Co: uu @t = won @ man? I, y j M wCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC 4 4 ee e i w.. i CC W I O Dth E ] -m W O C 6 A b =

H a O C

C E U th = a h h e A M m M O M < = E C a @ @ = fl * @ @ C S N T @ n @ @ M C = M = @ = O 3 O M t O t O @ M el t @ N @ t @ g @ -@@Mtn3 w~a$$5$,!_$$$$$55$$$$$$$$$$$$$$$$$$$$$5$$$5$$$g!_!_5$$$ 5+ 5 5 5 4 O . m =. s. C. . O. 4. @. n. a. n. t. M. t. o. n. n.. C. C. C.,.. O. s. t. u. n.,. =. C. C. . C. C. @. C. o. n. M. n. 3 n a ... n.. n. 9 W C wCCCCCC=CCCCCCCCCCCCCCCCCCCCCC_=CCCCCCCCCCCCCCCCCC 6 6 O ee a e 4 I e e a eal a a e e a e Q d = w C d C AO A 0 Uh N 6 a I, g u a n g D ~ 9 W 4 UN t S W O F m NW O < WO =M 1.4 Q U < D tO O N X 95 C M 2 N N @ @ N g t O L10 - O f @ _ n c o = = = N N = = O t C C O M n - n c o n s t o :: - v n t = = n = C1 t1 = @ M = O :3 t O L10 N M c M M i19 @ @ g e v @ @ @ es ei m n M o - e3 C _ o C O t @ = e: M e C O M - - r = 4 m 4 C a = C. C. C. O. w. o. O. O. O. N. N. 8 3. @. t. a. t. t. t. M. M. M. M. M. M. n. M. C3 0. f. t. m. a. L13. N. N g A gw=S$$$5555555555555555555555555S55555555555SSSSSSSS s M c 3 8"a o. e s W O P Q @ @ t C 03 @ @ C = t O C3 f1 f3 O f1 N c1 C10 0 N O O N c ?? @ C @ f3 ?! C @ O N O M 4 N @ fl e n c3 + @ S @ i E A A @ + C O T M N 4 + 0 c M O c C O N t f1 C N 4 3 c O O O O c @ v N O O M = n C W O M M O - o t3 @ O C = W = = C. C. C. @. @. @. O. O. O. N. N. o. @. @. @. n. LO. L1. L1. Li. t. t. t. C. M. M. M. M. M. M. V. t. t. e g g ww O i t. bw$$$@@@888888888N9888888888888888&sssssssN888gCCCCC s8 O=O== ^NnnOn"@M@bt=ODMCODM=ObbDtD110DDbO@ctltbotDCYbCf3? DON < @ @ c O O O N N N @ c @ n ti d n + 9 9 f M M M M M M M M M M M M M t t t t e M ii c c c e s N N N N gy - C.C. C.C.C. C. C.C. C. C. C. C. C. C. C. C. C. C.C. C.C.C.C. C. C. C. C. C.C. C. C. C. C.C. C. C.C. C. C. C m2 WLNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN qs OwCMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMM A IL C n C n e n e n o n C e c e c e c ti c ti c ti c a c ti c. ti c a c e C e C = C o c a c e c ti c ti c ti c W t L.1. = 4.31 M.. = 03 9.. L.1. = 03 9.. t.1. = f 3 + 0 = f..! t 3 = 0.31 L.1. =. 01 1.. M =. 0313 = 0313 = 131 O.. =. g C3 fl M M M M t t t t Li n W 3 @ @ @ @ b > N N O O O O c @ @ @ C C C C = = = = fi _n f3 fl M_ M_ M =p n $999999,999tt99 @@@@@@@@@@@@@@@@999999919991191 t??ttttttttttf9tt?? _ = _ = _ _ _ _ _ = _ _ _ _ _ = _ _ C_ C_ @ @ @ @ @ Q C_ c G_ C_ C_ @ c_ G_ G_ G_ G_ @ @ c Q c c_ c_ o ______ =

0 2-002 8 0 O Nno e-t. C 4 e * @ b = t 4 o = 1 N o fl Li b 3 n M = C n C = = t 4 o = 1 N o il t9 N C n W = O = 0 02 C CO = t C o il o e N O n = C = c t 72 = o = 2 1 el = 0 N 3 1 e.l d. N d n = 3 :0 c 3 :9 = ? = o n 3 t Cl = 0 t* 3 9 o o O = CI M v v W c N :3 = o o = 11 n n y a c t =t t M M O O O W 3 3 O L3 O L1 C C @ '3 4 @ J @ @ G Q @ t. F. ei n c312 G t N CO N. =o N : 0 n = y y =n v M 00 3 =.J 0 00 tw tw to to N N t. tw N 2 t ( =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =p =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. 000000030C003330C000000@@C30@C00000G303300C0000 e N O 't3 0. ti 3 c 03 0 o = *6. =10 $ n 3 & 0 0 N 3 4 Li S t = c = 13 313 0 o 3 n M n O tw 0 il *3 ej N c t N *2 Y o = = 0 " 1 n & W "S 03 010 = C. M = W :3 '7 L1310 0 - = = 101 = 3 N O o = ;= L12 3 el ?! *0 00 V o 00 t e L1 - Cl 3 n O 3 t O 3 J 14 0 v tw v c n 0 = 0 C el a N n T 63 0 M o 03 Of n O n c O M M G M @ @ @ Q L14 W C 3 4 3 3 4 W W O v v y t t v v a t t t t 13 t t t e t n v 11 .. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =. =.

== CQ GCCCCCCCCO30Goocc3C30@oC 3033GCCococ3 OO 3 C O O OOO 4 f 9 9 0 n e3 t. G t. =t = n. c. o @ n. t. t n a n t n G. a n e C @ es = = c e = o o r e n t o = n. n m e C - a r. n =: nct 4t vct N o v t - ei n t = es @ = c o n o c o n N = e n n = & = : o ei @ n e t : ,,o r. N G o O V ;3 9 C tt :0 n C o o :: ?. 03 n = ?. N = 0 W n o 03 = c N = 01 :* O n T = 01 = 0 = 0 =. N1 J tw O :S ill 03 N G @ O O3 = Lit.L1 M C L1 0 o = V N L102 n 010 c c n :1 N o c c n N Q C. O. n. 03 J. N. n. @. @. e3 =. J. n. M. c. Q. 0. n. t!. =. n. t. G. el. v. =. C. =. @. =. @. e3 C. =. L1. =. c. 4. W. Q. O. g n i. c om. n. t. o. =. OOCCCCCCCCCCCCCCCCCCCCCCCCC@CCCCCCCCCCCCCCCCCC3 m i l l i e i I I i 8 8 i l e a i I I I I I i I T \\ @ - m e n o n N = O N C - n N a t o o n o n n a n c o e, C n - = n e t @ - = n. t t t N c = - o

= t N el o n fl N n n @ N = n 019 0! = n N c e3 = t e n a N a n n n = 9 N a t t C t t el o O C

f. n. t. t. Li. t. L13. d. L14. L1. Li. @. n. @. @. @. n. @. t1. D. O. v. v. y t. t. t. W. y t. t. M. n. n. n. n. t3 el t3. C. f.! Q Q C. =.

w o @@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@o w w o 4 C 03 3 t. N @ t= = @ n 3 ? O = n et et @ @ = ci el C O o + o n es ce t. 9 C t. o t t* @ o C 03 el o el t el n N 3 t M N C = n N L1 = N o o n t ?I n n O t M e tl o c o = o c o n 3 n = C C C N v f1 G N N c n 03 el. n. n. n. n. t. t. t. t. t. y t. t. W. LS. C. Li. n. W. W. c. o. n. d. M. c. t. t. t. t. t. t. t. t. t. t. e. n. n. n. n. n.03 03 03 f.l E 2 8 8 2 =8 8 =* * * =o E =* 8 * =* =* c e 8 3 8 8 =* =* *= 2 e c o c c 0 *

o o *
o n o c 2 = =3

=

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' o 8 g g n a g g o o o o o C = = = C C o c c h.~h ti ti ti e n - o. N G e. e.3 = o = c t M = o N 11 ' J t. ~ = = n.. n = = :s es o c o c e c c e =

======t NNrt t. e c 1 c o c e a n ti

d. @.C.O. 3. C.G.C.C. C.C.G. G. C. C.C. C. C. C.G.C. C.@.@.C Q Q Q C. G. C. C.C.O. C. O. @. C.C. C. C. C. O.O. O. O.O.

b b MCnnnnConnnnnnnnnnnnnnnnannnnnnnnnnnnnnn*nnnnnn b. n O t% 3 n c t13 tS 3 d O t13 M o t13 c o tS C e c o c tS C 3 0 S O *10 d S ti o n C M O 5 c tS O t1 I.t3 =.. f 3 $ n = el 1. 3.. = e..l t n = el 12 = ?! v.. t.2. =. 23 t. 11. =. 0] t c =.. C3 v. 3 =.. e.3

W =....I v.. L.1. =.. ?..! 1.. m.. =.. n

= = n n el es n" n es n n :l el es es en es a e t= tt T t t t T t t T t t t T t t t t t t t t t t t t t t t T T T t t t f li d L13 Li d Li tt li ti @c Gc@@@cccc4@4@c 7 = = = = = = = = = = = = = = = = = @= @= c c c @ c @ C @ 0 @ 0 0 C c c c c 0 0 C C C C C C G G @ 4

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J [ e.

0 2-003 S 5 en @+aU Q" D i = a e =. C M c @ ci n @ el n O = w t. C - CI t ti t. O > - ei n m Q N o C = c 1 m t. O C = fi t t1 @ O @ C el M + ct :1 Li @ :3 o C ? M + c t. O . n t,e - @ t. c + n - @ t. o r - Tt-O n,@ o n @ o,n m O - 9 0 - + N C n @ a M c o n. m O - m = - w = n C @ t.. tnCormre,coNm,nCOtnnuCeNn n-0- 3 v t e + M e n M M M el tt :1 ;3 e e - - - = - = C C C C C C o @ o @ @ @ O O O O O O N N N N r. N @ @ @. 3 E. d' 03 fa c.3 f3 n. e.l e.l f 3 N. e.l el C3 :3 e.l 03 03 f 3 03 f 3 N. f 3 e.l :3 02 03 c3 :3..=. =. =. =. =. =. =. =. =. <p wCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC' 4 s a C + N + f t fl - M C u t e N t = N f3 0 4 M o o S O m C = M C = O 9 N 2 = C O C S 03 @ t 9 Q o @ M @ n .n C C e @ @ N N n o -e = = M N-1-t m o m m =@ = e c o n m M -C N N N o @ N = et L N n o w n M O 1 = = C C = = LS O O + N !! = fj @03 = m 0 23 03 3 03 01 @ '3 mMOCCM=@NmOmm==0!Yt*C3n@03

2.*;) 4 @ v.= 0 3 f. n y n L1 N O O 4 L19 M M T3 te 9 m a a M fli) J O @ "3 M = @ O N 4 m v O C3 = = = 0 0 j

3. :1 C. C. C. c3 3 3 3. n. c. c. ;3. O. n. M. M. M. M. O. :0. M. M. ;1........... 3 n. 03 03 n. J3. n. =. =. =* =* =. =. =. =. =. =. =. =. -

= m UCCSCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC g M A I 4 F6 AC C 4 C ? N M d.. 3 m uhb -2 C M h i W.

H U

C C U L<. O A a c n L1 = C o n M N @ C = 4. c c3 :0 @ el o e o @ c J -.1 t t O rl o O O3 + 3 c o fl e e tS O = N + M @ N o C n e @ O c e3@ t C @ @ = N C . n n O el 3 :33@@NGOt c m n @ v @ 3L1 L3 "' @ W CO 23 3 V W N 9 $ N L s f/3 C y *.h O @ v G t. C @ = L1 C C c3 0 23 9 v - N v O O O O 03 O O M m m O @ O @ J @ 03 '3 C3 @ N v V = V = OI N L19 O O 6 y M 03 W 00 f @ 03 3 03 G 03 :3 3 Li c C M @ 01 = t @ = - 3 @ 9 n M M L1 e3 0 3 03 el 03 y el C = @ t @ @ C3 00 L1 O C En. m -I a L 03. M. =. C3. :3 9. =. 03. n. cJ. n. n. @. t. c3. y c.. N. il c1 =. @. t. n. y e. il C. =. 03 G. c3. =. N. V. n. v. 73 03 9 03 03. =. =. C. =. 0 j-g w - bag i

== = b wCCCCCOnCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC JH W = = 1 1 e s 6 4 e t i e a4 6 I e ael 4 6 8 8 I,. f A C 1 C x l'* W E. O C W d. A F = g U W C s + E d = a U m N N @ @ N g ? O L10 = O f c. n @ @ - - - N N - - O t C 01 m - @ c = O c3 t O. L10 N M @ M M a * @ e ( o, C -. C. C. C. e. =. @.. =. O. N. N. N. e. @. v. m. o. r. e. n. a. n. n. n. =. n. a. n. a. g e. m. n.3 0 0 M ta. =. N. N. @ @ @ c101 el e - 73 C = @ C 0 9 @ O el:S e C C :S - N O J 03el - 0 + @ O = v 019 0 :0 m O = W g h U w@@@e2000000000000000000000000@O0000000000@c0@@@@c = l z b ~ < a 4 Q N C = e @ + e e @ @ C - + e n n e e n N e> M O O N = = N e q e e n n M N O M @ N e ei e n M, @ M @ - e - @ + C O + M N @ + 0 @ n O G C = N e ei C N @ m @ = O c = O c e N g @@ e - n o n @ e M O - o 3 @ = C I, C v W O C. C. C. e. e. e. O. O. O. N. N. N. @. @. @. n. n. u. m. m. e. t. e. n. n. e. n. n. e. n. e. e. v. e. n. @. @. N. N. N. O ... n. i g 4 4 wCCC@@e@@@@@@@@ec@@@@@@Scoe@$O@@@@@S@@@@@@@@CCCCCC W O O O N N N N N N N N N N N N N N N N T* N N N N N N N N N N N N N N N N N N N N N N N O O O O O O gO t u W Ma i b W O M f M c3 = @ N @ f M el = C C e @ O N @ + M + M M M + L14 LS L9 W e e M M 9 9 Li n n @ @ @ @ @ @ t + M L k W a ti cI c3 cl el = = = = = = = = = Om@@@@@@@@@@@@@@CCCCCCCCCCCCCOCCCCCCCCCCCCCCCCCCCCC = mh O = el CI el el el e3 el el el c3 e3 03 e3 23 el e3 e3 e3 e3 el c3 el el el el el el e3 03 c3 e3 23 el c3 el e3 el e3 03 el el n e3 03 03 c3 el el el a N W e3 = n = = c C N t = O m M C O LS M = = N N n t e m Li ti c N O e C a t N C t @ C + N C O31 @ tS N n. <e@@EOONNNG@@t1Memv+ttMMMMMMMMMMMMM+999mmm@@@NNNNNN m m. C. C. C. C. C. C. C. C. C. C. C.C. C. C.C. C. C. C. C. C. C.C. C. C. C. C. C. C. C. C. C. C. C. C.C. C. C. C. C. m-C WLNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN OwOddMnOMMMMcCO3OCCOMMOOMMOOMMMOMOOOOOMMOOMMOOOOOMO b sw C m o s o m C ts C = C a c m C = C s o n C n c m o n o m C = C = C m C m C n o n o m C = C = En3 9 n =.. C3 Y.. n.. = C.3 Y m =. 03 Y a =.. ?..! Y.. t.1. =. 0.31 m =. 7.3 V m =.. f.3 ? m =. 03 ?. 23. = n.1 m = 0.3 V t.1 g C3 03 M M M M 19 ? ? m m W m C @ @ @ N N N N O O O O @ @ @ @ C C C C = = = = ?3 03 ?3 ?I M c M M t ? t ' = p -======-=========--) A. i T+tTTVtffT+9991 @@@@@@@@@@@@@@@TTt??9ffveTTTft$ttvTT9TT99999?tt?? @@@@@@@@@@@G@@@@@@@@@@@@@@@@@@@

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2-004 O Q 8 } tw C3 F* C J 4 e t., 3 = e N =, - m e. m @,.. C u e, m. = C =,,,, 4 =, = m =.,., m m.. e = =,,,

t. C M N O M 0 0 ?t 1 Q 01 LS. = v t= C v b C M c d e1 G o ci ti ;3 = v t= = v N o t. C M 3 ? M @ @ f 3 3 C1 fl O Q N W M = 0 0 0 0 C1 = 0 C3 3 LO M== 0 0 -3 ? M = ? O @ v 03 = ? M @ ? M ? *1 = 0 N C ? f 3 = 0 E f

Q @ 3 4 3 2. n n.=. 3 y v 1 v 11 M. ;.) M M M M C.3 03. :3 03 ?! =

= = =.===.......=..........=......=.=....C.C.C.C.J.C.C. C C C C C C.C.C O O ? O O 3 4 =. =. @CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC o g C o.= M @ -? M t3 3 - 3 9 p o n f 3 3 M M 0 3 3 = = M @ -3 C C o ;3 = ?! 213 3 ? M n = @ o C 3 0 N o = > = n - N o n r = m n.. r a > M n M w -r M :s m o v a 3 0 = - m o d, 3 N v n M s a :t.3 = O M LS M o p M S v 9 d M 3 0 3 3 3 O N O J O 3 C ? n L313 c v N C = O O3 M C. C o 0 @ P 7 O O O O O O O O O O 0 C o J 0 C C C C C.= =C. C.====== =.= f! V @ N.= N ? C @ ?i = M L3 0 = 3.Iil 03 03 03 il -. = -. = =. =. 0. C. =. 0 0. C. C. C. C. C. C. C. C. J. G. =. =. 0. =. =. =. =. =.

= = = = = = = = = = = = = =

CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCOO O J { e 3 ti g n i. o = W 'a O r. O ra c o M t= = N C - t.N et a C N el el @ n N e el t. C C n e M M C C M a C N -C d.n G @ Q *3 @ = i3 03 i3 J cl,3 c1 W O v o a J :* M 4 ;0 C := N a :1 C C 0 N = 0 M 0 : 3.= 0 9 - = cl N cl.== N @ el y = 9. 4 @ o N J L100 0 C O @.1 '.J d J N 03 0J d O V fl M O C M

M d C v # 3 V = M fl NNaoO3NOvveL C3 V L3 0Jv@=2

t. e t= C3 L10 @ 0 :0 @.0 N O3 L11 N J G J J = 00 L3 0 4 l,,C.I =. 03. =. S. M. C. J. C. =. 73 03 0. 3.

. J. =. 0. =. J. =. C. M. =. C. =. =. C. 41 03 =. G. C3.. C. 03. a3. =. =. 03 03 =. 03. C. 01 3 23 OCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC3CCCCCCCC@C I i e 4 e i Iw Ir* 4= i q-i t @ Q d $ $ % O p. @ (37. $ $ $ $ $ D $ $3 $ f @ @ $j @ $.e @ $ Q $ Q = $ (j $ $ $ p.%g) @ \\., V. e. W. V. L10 3 3. @. M. 3. @. O. @. L1. C. M. @. 3 3 3. y V. V. V. 9. V. n. t. V. V. M. M. M. M. M. 23 :3 f tu cl o e3 c1 N :1 M 0 tw - :3 03 9 c10 M r. 4 el O t C3 :2 Li N W 03 03 CS :0 9 t=.= v N C e 9 el o e 4 . v.. h w h w hw h h D h G @ @ 23 4 @ @ @ @ @ @ @ @ @ @ @ @ @,3 @ @ @ @ @ @ @ C @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @h y 8. et fl o t. P. = c t. O @ "3 C t. C = ti cI c3 C @ = M f! C C e f e LS :1 cst. ? O t= S $ N @ o C e3fl e "3 + 01 C3 N G ? a3 r. C = W t L10 0 O C 03 t 01 c0 :S C + a e3 Of C C o O O o e M M 03 = 0 0 @ N v Of C tw N O M C3.*3 M. M. M. C3. Y. 9 9 9 9. Y. V.13. O. LO. LS. LS. W. Li. li. W. d. W. 2. L3. V. V. V. V. V. V. V. V. V. v. v. M. M. M. C3 03. al C.3 03 03 8 2 O-.2 ~~. M. e.. M. A. _ _ _ c. - - . - ~ ~ ~ ~ ~. 3 c: M. ~ M el e3 :101 et CS et eS c3 e9 ?! ?1 = = = O <C C C C C C C C C = C C C C C C C C.$ @ @ CO t* @ @ Li.t.9 e3 el.=.= C. e e g c c n,+ 2 M ef f 0 0.,. 0 3.., = = 0 0 0 0 C...... M_

== ===N l . ~. 0 0 ',03C3C3C3C30303C3C3C303elC3C303C303f3f3C1elC3el23elel03elelc303c3c3elelf3elele3el d 73el0303el N bt @ C fj E ti ti t y e e o o e C =.= = c c c c & t. N ti ti11 + M = c N. @ L103 = c c c ? M = c t c t t t. e :. e M M :. e e a a e e o e e o e o o M M M = M = n e = t. t N t NNoo@oo3eaan (t) &.C. C. C.C. C.C. C.C. C. C. @. C.C.C. O.C. C. C. C.C.C. C. C. C. C. C.C.C.C.C. C.C. C.C C.C C C C C C C C C C i 4 4Y 4 03 03 03 M M M 03 03 :3 M M M M M ;3 M C3 O M M 73 O M M ;3 O M 3 M :3 M : 03 03 3 03 O M M M 03 03 *2 M M M M C Li C L1 C LS C W C L1 0 C S C S C S C L1 C M C e O M C t1 C Li C 11'3 5 C i'r C 11 C 11 C t C 3 C 11 C 3 .1. = 03 9.. t.1. =. 0.3 9. 3.. 37.3 ? 3 = 0.3 ? L.i. =.. f.3 ?. 11. = 03 V. 3.. =. 03 V.. W.. = 03 ? W =. 0.3 ?.. L.1. =.. f.31 L 3 Y W Li M. ti c.= @ @ C to t.o t t O M O O O e O.= O C C C C =.= =.= fl 03 ?! 01 "S 72 M M C C C C - -. = C3 N l - -.. =.. -....==

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? [' M M M M W .M M ~S O t', DAY TIME PRESSURE DPRESSURE RTDI* RTD2 RTD3 RTD4 RTD5 RTD6-RTD7 RTD8 RTD9 (PSIA) (INCHES) (F) (F) (F) (F) (F)* (F) (F) (F) (F) 105 3:55 36.950 52.472 71.770 71.880 72.320' 73.360 71.820 0.141 71.210 84.700 0.084 165 4:10 36.946 52.421 71.760 71.880 73.300 72.350 71.1110 0.063 71.190 84.680 0.114 165 4:25 36.944 52.394 71.760 71.860 72.390-73.340 71.790 0.019 71.190 114.650 0.180 165 4:40 36.941 52.366 71.740 71.880 72.290 ' 72.350 71.790 0.122 71.190 114.670 1.4 211 165 4:55 36.939 52.333 '71.750 71.1160 72.280 73.350 71.700 0.008 7 1. 1110 114.640 0.201 165 5:10 36.936 52.288 71.740 71.1160 7 2.2110 72.340 71.780

0. Gil4 71.170 84.570 1.362 165 5:25 36.933 53.251 71.730 71.850 7 2.2110 72.330 71.760 0.003 71.170 84.620 0.191 165 5:40 36.930 52.207 71.710 71.850 72.260 73.330 71.760 0.052 71.150 8 4. 5110 0.II7 165 5:55 36.9215 52.169 71.710 71.840 72.250 73.320 71.750 0. 1211 71.140 84.520 0.070 165 6:10 36.924 32.129 71.700 71.830 72.230 73.300 71.740 0.011 71.149 114.510 0.239 165 6:25 36.921 52.077 71.690 71.800 72.230 72.290 71.730 0.006 71.140 114.470 0.213 i

165 6:40 36.919 52.033 71.700 71.820 72.220 72.290 71.730 0.013 71.120 114.470 0.191 l 165 6:55 36.915 5 1. 9114 ' 71.670 71.700 72.220 72.200 71.710 0.050 71.120 84.350 0.134 i 71.680 71.790 72.220 7 3.2110 71.720 0.133 71.110 114.420 0.056 165 7:10 36.911 31.942 165 7:25 36.908 51.916 71.670 71.780 72.210 72.280 71.710 0.116 71.100 114.370 0.107 j 165 7:40 36.907 31.885 71.670 71.780 72.210 72.260 71.700 0.007 71.100 114.300 0.190 i 165 7:55 36.905 51.850 71.660 71.770 72.210 72.260 71.710 0.071 71.090 14.330 0.099 165 11:10 36.904 51.815 71.650 71.770 72.200 72-.250 71.6SO 0.129 7 1.0110 34.310 0.052 165 8:25 36.903 51.790 71.650 71.760 72.200 72'.250 71.690 0.042 71.09 114.340 0.106 165 11: 4 0 36.901 51.754 71.640 71.760 72.200 72.220 71.650 0.096 71.033 U4.330 0.186 165 8:55 36.900 51.727 71.630 71.760 7 2.1110 72.220 71.600 0. 0 011 71.090 114.350 0.191 165 9:10 36.1198 31.678 71.640 71.750 72.190 72.230 71.600 0.832 71.000 114.310 0.057 165 9:25 36.1195 51.634 71.640 71.760 72.200 72.220 71.670 0.642 71.030 114.330 0.093 165 9:40 36.1193 31.610 71.640 71.740 72.180 72.240 71.600 0.122 71.0C0 114.350 0.067 165 9:55 36.1192 51.576 71.640 71.740 72.190 72.240 71.670 0.1011 71.080 114.350 1. 3 911 I W 8 O O 0%

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ML20064K178

Contents

Text

SUMMARY

SUMMARY

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ML20064K178

Text

SUMMARY

SUMMARY

.1 sn No-Mtn@tt@Mn-C

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