ML20210T422

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Forwards Accident Analysis Branch Positions & Request for Addl Info Re Ownership & Control of Facility Site Exclusion Area for LWA Site Suitability Rept
ML20210T422
Person / Time
Site: Satsop
Issue date: 03/20/1975
From: Harold Denton
Office of Nuclear Reactor Regulation
To: Deyoung R
Office of Nuclear Reactor Regulation
References
CON-WNP-1761 NUDOCS 8605300215
Download: ML20210T422 (4)


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0 D75 R. DeYoung, Assistant Director for Light Water Reactors, Group 1 l

WFFSS '3.6 5 SITE SUITABILITT QUESTIONS FROM ACCIDENT ANALYSIS BRANG d ~). ygang y,,,g gyFSS 3 & 5 - ' *

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. ' Licensing Stages _ CF Doaket Numbers: 50-508/509 .J>. Esquasted Completion Dates N/A \\ s Eeview Statme: AAB Comp 1ste g j - Ehelooed are positions and requests for additional information concerting ownership sad control of the WFPSS 3, 5 eite exclusion area for the LWA site suitability report. These items were developed as the result of the information contained in the February 25, 1975, letter to 0.D. Parr from H.M. Wilehens of the Office of the Emmeutive Legal Director (OELD). l In that letter OILD disonesed site ownership requirements for an LWA l and the infozustion regnized to substantiate the applicant's representations in the PSAR. The WFFSS 3.5 site is unique in that the applicant intends to own.just the portion of the esclusion area on which the plant structures are to be situated and to anter.into agreements with several property l owners including the State of Washington to acquire easements over the l balance of the emelusion area. j Harold Der. ton, Assistant Director for Site Safety 4 Division of Technical Review ~ Office of Nuclear P.maetor Regulation um,1aeures 'As stated 1 ec w/o encleeurs J 'A. Giambusso W. Mcdonald 86053002157hjo 08 ADOCK O PDR i J. Fansarella PDR cc w/ enclosure: F. Schroeder

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  • 310.0 ACCIEENT A'IALYSIS Bp>lICH 310.22 We have concluded that the plant construction area is des-(2.1.2) cribed by that part of the exclusion area which you intend to own.

It is our position that you must own this property on which actual construction will take place before an LWA can be issued. 310.23 Discuss the current status of the negotiations to obtain the (2.1.2) easements which will grant you control over the non-owned I lands within the exclusion area and state your current estimate of when you expect to provide copies of the executed agreements for staff review. It is our position that with respect to the non-owned property, for purposes of the LWA, you should (1) produce the executed agreements granting easements, or (2) in addition to the representations in the PSAR produce persuasive evidence such as " letters of intent" with the property owners including the State of Washington to demonstrate reasonable assurance that you will be able to obtain such agreements. If necessary you should also provide an opinion from the State Attorney General that the State can legally enter into such an agreement. 310.24 concerning the mineral rights within the exclusion area, (2.1.2) it is our position that you should for purposes of the LNA (1) produce the excuted agreements granting the mineral rights or (2) produce persuasive evidence such as " letters of intent" with the property owners including the State of Washington. 8

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u w & ??;a m r;'3-M.n'"V;,;W;.Q Q, MAR 0 0 "e75 e R. DeYoung, Assistant Director for Light Water Reactors, Group 1 , 3.,.?;; y.,. . WPPSS 3 & 5 SITE SUITABILITT QUESTI0tts FROM ACCIDENT ANALYSIS BRANCE a. c ~, p ,m. c,~;ylmat Names WPPSS 3 4 5 s..T 4 m

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','I *f' e Licensing Stage CP J e Doeket Numbers: 50-508/509 ~~ Requested Completion Dates.N/A 3 .g Review Status: AAB Complete Emelooed are positions and requests for additional information concerning ownership and control of the WPPSS 3, 5 site exclusion area for the I LWA site suitability report. These items were developed as the result l of the information contained in the February 25, 1975, letter to 0.D. Parr i from H.M. Wilchens of the Office of the Executive Legal Director (OELD). In that letter OILD discussed site ownership requirements for an LWA and the information required to substantiate the applicant's representatiocz in the PSAR. The WPPSS 3.5 site is unigue in that the applicant intends to own. inst the portion of the esclusion area on which the plant structures are to be situated and to enter into agreements with several property j swners inaluding the State of Washington to acquire easements over the l balance of the emelusion arw. Harold Denton, Assistant Director for Site fafety Division of 1schnical Review Office of Nucitar P.eactor Regulation an=1asure (~ E As. stated 3 + es w/o emelosures A. Giambusso W. Mcdonald J. Fansarella oc w/ enclosures P. Schroeder S. Varga S. Hanauer d D. Eisenhut TR A/D's W. Massar I SS B/C's y, oogsglly TR T/C's R. Culp R. Klecker

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  • 310.0 ACCIDENT ANALYSIS BRANCR i

310.22 We have concluded that the plant construction area is des-l (2.1.2) cribed by that part of the exclusion area which you intend to own. It is our position that you must own this property i on which actual construction will take place before an l LWA can be issued. t ~l 310.23 Discuss the current status of the negotiations to obtain tha l (2.1.2) easements which will grant you control over the non-owned lands within the exclusion area and state your current estimate of when you expect to provide copies of the executed agreements for staff. review. It is our position that with respect to the non-owned property, for purposes of the LUA, you should (1) produce the executed agreements granting easements, or (2) in addition to the representations in the PSAR produce persuasive evidence such as " letters of intent" with the property owners including the State of Washington to demonstrate reasonable assurance that you will be able to obtain such agreements. If necessary you should also provide an opinion from the State Attorney General that the State can legally enter into such an agreement. 310.24 Concerning the mineral rights within the exclusion area, (2.1.2) it is our position that you should for purposes of the LRA (1) produce the excuted agreements granting the mineral rights or (2) produce persuasive evidence such as " letters of intent" with the property owners including the State of Washington.

  • LWA Site Suitability Questions

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.p ~ ', *1 ~ t. e p.~, ?,:m: v,,,. .,v. +. ,a t ^ a399EtY CF FEEEUARY 25,1976 DeGEFING MEIE WPSS REGARDI!G UE.TIMRTE: S 'a acre sIbK E a %. s. m., <<?l: 4. O,... N.,/ - $. Y. * 'lk. t W ~ y$.(( m .s s .~ I $ ' If [4 f '{ 8.* 1 ,,,,e y I On February 254 1975, rap - - i=*4ves of NFPSS, E==m, ars! twnhation

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4-15 met with the tsc staff in Bethesda, Marylard. The meetiry t, was held at NFPSS' request in order to diam== their pupied revision to the design of the Ultimate Best Sink for NPPSS !bclear Projects Ib. i

3. semi No,. 5.

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h esson d==~4h=d the present Ultimate Best Sink d--4-i.

'the present ~ .,',.. design <==iata of a combination of wet anxi dry cooling towers Iconted l J.-2.cn the zoof of the >=414=ey h*ild45 for each unit. 'the yxoposed design revision would use only dry cooling towers, which would be ~ i i

. loosted on the F-414="y kildiM roof (see Era 1=re No. 2).

s .c. ,7 l' mesoo than described how the meteorological da=ip. bases for the present Ultimate Heat Sink were obtained. 'Ihm 20-year set of metsonological data ot*=inad at 013epia ms used to obtain the l l

_==6-n= W 4a=1_ 9 -1 7 bases. 'the method used to.4 -r-31=ta the 1

l set of 20 years of data to a 100-year recurrence interval was dameribed ,r by E asco. metho._d_is.._d=. =._criharl in 5'ncin mu3. _Using this i. method, a maximtm temperature of 108 F was obtainal. No attspt was i '

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%w*arhirym that was used to suscrt a maximmat 'wot.ure of 93.5 Fith 11m ~ / w> 3 ddch they groposed to use for the revised Ultimate Heat Sink damign.

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' A.?In response to our inquiry, nanno stated that, if the =%=.4.la taperature errmartad the damign basis maxista to.wature for the dry j u cooling towers for a sufficiant pariert of time (about 4-G hours), the ca.=hi14ty of the Ultinate Heat Sink to function in the event of an -idant might be inpaired. l l . f.'.r

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1. K. J'a"ie=1 design bases for.the Ultimate Beat Sink would be considered N,1;M J. acceptables

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a m ,o ws w v _,, w_ p ' ". l: 7 Z(1) se an appropriate historically recorded mvh= tanperature frczn 0~."n the site 105 F recorded _at EhnaLas the maxinum i, O M,tuW._ region near the._ide a,(staitisiiisist'that Olympia recorded 103 F i f ~arifssor f.I l h A. .a,* - i [p. I S j.. O(.1~W as t e W temperature.2 j;pp ;g Q,, '. i. y, Q..,y,q t' ( ':y. ' ~ , p. ' (2) Correlate the temperatures recorded at the mito with those _. 3 l reocuded at Olympia, considering se vp. late confidence intervals, l '_:, o demonstrate that the 103 F maxinza tmperature recorded ~ ^" t at Olympia is acre regrementative of site conditims than the

  • 105 F zumMad at Elma. Use the 103 F taaparature in the Ultimate i

Mont Sink Msm-z. l s e M. .+L .. pO.,+ :ow'. f c.) c,: *' n. ?. +4 . ~. ~ N A l..,. Yr.

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~.* - as s r n g' '(3), Use the =+=h414*4a --- --- + described, 4ar biing m----late af. ami'idance intaavals. The worst possible conditions and all t zeesonabla==hina**irvis thereof should be used (Ices of offsite l power, earthquakes, =i==i1==, taiperatures, high winds) along l e with the typer confidence limits. n* r . (4) Use a 3cwor maximum tamperature (such as 93.5 F) and show that the consequences of==naariing this temperature are eczepenhlm. ' Original Signed by ,, ~ w r.. p a.,'.e. Patrick D. O'Reilly

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m_.. _ _,, ^M**+M=Jsm e wa nm / O T, TABLE II ,i PROBABILITIES OF DAILY MAXINA ~ l Temp. Probability.- Return Peried ( F) (decimal) (years) s i ~ i l 92 0.004215 0.65 1 0.003058 0.90 93 7 l 93.5 0.00274, 1.00* I 94 0.002238 1.22 95 0.001632 1.66 \\ 96 0.001192 2.30 f 97 0.0008693 3.15 98 0.0006387 4.29 98.5 0.0005479 5.00* 99 0.0004710 5.82 -i 100 0.0003424 8.00 j 101 0.0002523 10.86 102 0.0001812 15.12 103 0.0001365 20.07 104 0.0000976 28.07 i 2)5 0.0000727 37.69 I 06 0.0000531-51.60 1;07 0.0000387 70.80 4 1k)8 0.0000274 100.00* i I. I e ? l ? n 3 I w e ,m w-y- = - - - - - -

.~. O T) Distributicn-Docket Fil R. Tedesco NRC PDR V. Stello Iccal PDR R. } Wary 1 NRR Paading (M. Geoff) H. Denton 1 R. DeYoung V. Benaroya I V. Moore C. Long l D. Skovholt J. Kastner i D. Muller G. Lainas R. Denise D. Poss K. Goller T. Ippolito G. Imar J. Ynight W. Butler S. Pawlicki J. Stolz L. Shao R. Clark B. Grimes 4 T. Spies W. Gamill D. Vassa11n R. M11arti K. Kniel P. Fine O. Parr T. Novak A. Schwencer M. Spangler R. Schemel EP Project Manager - J. Norris D. Ziemarn Attorney, EID P. Collins IE (3) R. Purple V. Wilson G. Knighton ACRS (14) G. Dicker Project.Mana6er - P. D. O'Failly B. J. Youngblood IWR 1-3 Faad mg W. H. Regan, Jr. IWR l-3 File R. Vollm e F. Kantor W. Housten V. Goel S. Varga T. Johnscn R. W. Klecker C. Stepp F. Schroeder J. Greeves D. Budge T. Murphy R. Fornasiewicz C. Liang l P. SFnddart J. Costello F. Cherney P. Chen E. Brooks R. Satterfield G. Manz F. Ashe M. klotsky I. Silweil i L. Phi 114na R. Culp -W. Bivins D. L. Mi11iken L. G. klman J. E. Fairabent i i 1 l -}}