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Text

Emergency Diesel Fuel Oil Storage Tank Replacement.
	ML18041A055
Person / Time
Site:	Nine Mile Point
Issue date:	07/20/1989
From:	; NIAGARA MOHAWK POWER CORP.
To:	;
Shared Package
ML17059B657	List: ML17059B655; ML17059B658; ML17059B659; ML17059B660; ML17059B661; ML17059B662; ML17059B663; ML17059B664; ML17059B665; ML17059B666; ML17059B667; ML17059B668; ML17059B669; ML18040A314; ML18041A055;
References
	S20.6-YD-TANK01, S20.6-YD-TANK01-R00, S20.6-YD-TANK1, S20.6-YD-TANK1-R, NUDOCS 9708070143
	Download: ML18041A055 (498)
	v • d • e

7 NIAGARA CALCULATlON COVER SHEET u MOHAWK NUCLEAR ENGINEERING 8 P ISCIP} INE, CIUI L STCUc TORA 4 PAGE I LICENSIN G PROJECT~ NINE MILE POINT NUC. STA.-UNIT I~ CALC. NO., 5 20 ~ 6 -'(D-T'APJK Dt

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SUBJECT:

ChÃR4 G~<V PIC5EL FtJGL. OIL S7oP'A4E Ti4 hi< ti'6PI--

BUILDINGs TURB lE ~ FLOOR ELEV.i BEl.oW

~ INDEX NO. S-N2.I- 52O 4 ORIGINATOR(S)s g. ai TOTAL SHTS J 80 CHECKER(S) OB (54 ~) LAST SHT. NO. ) Pg RECORD OF ISSUES OAT E DESCRIPTION M.O.> BY DATE CHKD. DATE APPD. PATE 0 IH)TIP,L IQSVE Qogo AP 6 ~15 hnt.(m lo18189 c z/

COMPUTER OUTPUT YES+ NOPg SAFETY RELATED YES@ NO@

DRAWINGS REFERENCED < REFERENCES<

DWG. NO. INDEX SHT. REV.

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a This calculation was put into this forsat for the purpose of eicro-fiicing and pereanent records storage.

a Soee, or all> of the original page nuebers say have been changed when the calculation was put into this forsat.

a The original calculations contained herein were %T ~ecked when the calculations were put into this present foraat, This calculat ion wayE or ray not, contain color coded pages These pages say not reproduce well when eicrofilwed or copied. See the original if color coded inforwation is needed.

a Inhere page nuwbers are referred to in the existing calculation, they refer to RD page nuwbers unless otherwise specifically indicated.

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p. 2 A'7ADWCY(o/V; The Diesel Tank is 8 feet in diameter, approximately 32 feet long with a capacity of 12,000 gallons. The tank will be located. in the vicin'ity of diesel generator building and buried underground. The tank shall be of dual wall construction with the outer shell wrapping the lower 300 degrees of the inner tank for leakage monitoring. The outer shell shall not be considered as a load resisting element.

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TORSIONAL NOHEHT g, in-lbs GEtNETRIC PAMETERS CIRCUHFERENTIAL NOHEHT Nc n g Q f7 g in-lbs IS4. 0 LONGITUDINAL MOHENT ., NL 2-6 g?+ in-lb s n.svs> " - 04.0q NULTIPLY AHD ENTER ABSOLUTE VALU'E OF RESULT STRESSES (AT LOCATIONS AoB)

READ CURvES FOR CALCULATE

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'ARGNTIS, LUQDV DESIGN INFORMATION TRANSMITTAL SAFETY-RELATED NON-SAFETY-RELATED NM-002-0

~of CX C3 DIT No a a M a~k Power Cor oration fags CLIENT S. Raupp << 29 STATION ine Mile P oin t UNIT(S) I PROJECT NO(S). 1 -10 SUBJECT Und er round Diesel Tank MODIFICATIONOR DESIGN CHANGE NUMBERS(S)

Preparer {please print name) Division Preparer's ignature Issue date STATUS OF INFORMATION (This information is approved for use. Design information, approved for use.

that contains assumptions or is preliminary or requires further verification (review) shall be so identified.)

This information is approved for use.

No further verification is required IDENTIFICATIONOF THE SPECIFIC DESIGN INFORMATIONTRANSMITTED AND PURPOSE OF ISSUE (List any supporting documents attached to DIT by its title, revision and/or issue date, and total number of pages for each supporting document.)

The following information is f urnished for the fabrication of the subject tanks:

GAz,c. t 0. L?A!..'?>..=.!2)

TANK DATA RE 7 t MllltllIA W A tl

1. Plate material: ASME SA-285 Grade C PAGE. .GP ...

2. Thickness of Cylindrerical tank: 3/8" PROJ. NO. ~)o

3. Tank Heads: Flanged Flat Heads with 7/16" minimum thickness.

CO EO SAD Reviewer's Signature Date CI O SOURCE OF INFORMATION E

Rev. and/or date Rev. and/or date Other DISTRIBUTION S. L. Chu - 28; S. J. Fang - 28; S. Singh-Original: R. J. Netzel - 29 P. K. Agrawa'1 28

c C S Zc ~ k. dt SAMEIIT" LND< DESIGN INFORMATIONTRANSMITTAL NM-002-0 DIT No.

PROJECT NO(S). 8103-10 Page of

4. Tank Head Bracings:

3 C 7x9.8 9 2'-0" spacing ASTM A36 steel, one bracing shall be provided at horizontal diameter. Required length of each brace should be obtained based on detail B-2 of UL-58 5~ Br aci ng connection: per detail B-2 of UL-58 The weld shall fillet

~

be 3/16" weld, 1" at ends>6" C/C staggered< continuous around the ends.

6. Nozzles: Shall be welded with full penetration weld.

7. Manhole: Shall be welded with full penetration weld.

8. Tank Welds: All welds shall be full penetration welds

9. C or ros ion allowance - 1/16" Following documents/basis was used for the design:

1. SED DIT NM-001-0

2. ASME Code Section III, Subsection ND>1986

3. The tank shall be set in original soil/rock. The soil to the top of the tank shall be compacted to .85 of max. relative dens ity,

4. Water Elevation = 255'-0"

5. Welding shall be spot radiographed.,

6. For the purpose of tornado missiles protection an 8" thick reinforced concrete pad is required at grade level on top of the tank. This pad also allows for better live load IA distribution on the tank and increase factor of safety.

OS against floata tion.

CD

7. Nominal size hold downs may be provided to hold the tank in place during construction and eliminate the possibility of CC CN floatation.

cR CAI:C. Eo O

Q E RZV.

O M

PAGE .OF .

PROJ NO II' o 3-1

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nE'vEPY TANK p HPt, cn,,tHc, 990 K. si(HIKED,AN. IHN4w~ted@ 8 ~'2 F' OF 0 FO R CHAPTER .o oF'C ANtNL g g g gyp gg NIAGARA-MOHAWK ORbBR gO. 65ec ITEN NO, 01 OAl(T No. 3>TQ '9-12-88 FO MITY. CORRECTION DURING CUSTOMER INSPECTION, THIN SPOTS li . z (g'/o3 /~)

UALSa R5~

.WERE FOUND ON ONE HEAD AT THE BUTT WELD JOINT. THE NOMINAL THICKNESS OF THE REV.

PLATE IS 1/2"e THE THIN SPOT TS PAGE ~~~oem OP~ ~e ~ ei

~

NO.. glo3-I APPROXIMATELY 1" WIDE AND ONE FOOT LOhG. 5S'RO@.

.

,

THE MINIMUM THICKNESS OF THIS SPOT IS ~

0.390" ~

~ THE S 6 L SPECS ~ IN CRIMINATION WITH ASME ~

SECTION.VIII'IVo 1

~

~ ~ PAR+~ UW-35 REQUIRES A MINIMUM THICKNESS OF 0.406" AT THE JOINT. THE SEAM IS LOCATED HORIZONTALLY ge+~Ce IN THE TOP HALF OF THE TANK 26" FROM THE TOP. IT IS Oh THE END OPPOSITE THE END WITH THE MONITORING PIPE. KT&M RECOMMENDS THAT THE HEAD BE ACCEPTED AS IS WITHOUT WELD BUILD-UP OR FUR'ETHER RADIOGRAPHY.

JNTC APPRN'Fb aV @el 4V ACCEPTED BY AI N/A N/A

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SARCBITmfI.UNOV Ale< Co~ Rev. ~ Date SNOINSttACI Safety-Related Non-Safety-Related Page $ 7 of Client A'H P ~ Prepared bY Date V/g g I

ProJect A r~4 Reviewed bY < I g . - ~ ~

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/ . NO ~ S~ ~ ~ 8 & cl SARGENa'UQOY DESIGN INFORMATION TRANSMITTAL C3( SAF ETY-R ELATED 0 NON-SAFETY-RELATED DIT No N"4-002-1 CLIENT Niagara Mohawk Power Corporation Page~at~

Nine Mile Point R Rauoo 24.

STATION UNIT(S)

PROJECT NO(S) 8103-.10 SUBJECT e T k MODIFICATION OR DESIGN CHANGE NUMBERS(S)

Preparer ipiease print name) Division Preparer's signature Issue date STATUS OF INFORMATION (This information is approved for use. Design information, approved for use.

that contains assumptions or is preliminary or requires further verification (review) shall be so identified.)

This information is approved for use.

No further verification is required.

IDENTIFICATIONOF THE SPECIFIC DESIGN INFORMATIONTRANSMITTEDAND PURPOSE OF ISSUE (List any supporting documents attached to DIT by its title. revision and/or issue date, and total number of pages for each supporting document.)

This DIT is provided to upgrade the information provided in DIT-NM-002-0 to include revisions and updates to the tank design.

The following information is furnished for the fabrication and installation of the subject tanks: g.2, Q,)03 Io)

CANC. So.

TANK DATA azv.

1. Plate mater ial: ASME SA-285 Grade C phGE.....--~ .......OF

2. Thickness of Cylinderical tank: 3/S" CO @~OS. HO.

3. Tank Heqds: Flanged Flat Heads with 7/16" minimum thickness.

o cv V

K P1 SAD Revi er ' S nature Date o SOURCE OF INFORMATION Q

E Report no. N/A N/A Rev. and/or date Rev. and/or date Other

.

RIBUTION S L Chu 24 . S J p 24 ~ S S h 4 H. Singh 20; R. J. Netzel 24 Original: N. C. Bhatia - 24

77 Ez~ ~

PHAGE S 2 ~ - D- 8N~c saROEmsLUVDV l~ DESIGN INFORMATION TRANSMITTAL N N DIT No.-

PROJECT NO($ ) Page pf 2 4 ~ Tank Head Bracing: 3-C7 x 9.8 9 2'-0" spacing ASTM A36 Steel, one brace shall be provided at horizontal diameter. Required length of each brace should be obtained based on detail B-2 of UL-58.

5. Bracing Connection: per detail B-2 of UL-58. The weld shall be 3/16" fillet weldt 1" at ends, 6" C/C staggered, continuous around the ends.

6. Nozzles: Shall welded using 5/16" continuous filletbeweld.

7. Manhole: Shall be welded using 5/16" continuous weld on each face of the tank. 'illet

8. Tank Welds: Longitudinal direction welds.are full penetration; circumferential direction welds are partial penetration.

9. Corrosion allowance: 1/16'he following documents/basis was used for the design:

l. SED DIT-NM-001-1

2. ASME Code Section III, Subsection ND, 1986-

3. The fill around and above the tank shall be as follows:

a. Safety-related structural fill using granular material up to the tank spring line compacted to 85% of maximum relative density.

b. Non safety-related structural fill using granular material shall be used above the spring line. Thickness of layers and compaction procedure shall be the same for this fill lower region.

as for the safety-related fill used at the 4.~ Water table elevation is assumed to be 255'-0".

5. Welding is assumed to be spot radiographed.

6. Nominal size hold downs shall be provided to hold the tank in place during construction and eliminate the possibility of floatation. CJQ tt Ri am..

PAQ ....Bg OP.. t 'N PECJ. HO. 5 (o3'-lO

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0 phd E IF SARGENT'-" NNQY STRUCTURAL ANALYTICALDIVISION

~ NralNRRAO

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TABLE OF CONTENTS Pacae Analysis/Design Control Sheet Computer Output Summary Sheet Table of Contents A.J / ~ !

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~ tNOINSEAS Safety-Related Non-Safety-Related Page J. of Client Prepared by I Date 2, g Pro]act Reviewed by Date ProJ. No. P i Q g i Q Ectulp. No. Approved by Date DrsIQN oF ON L The Diesel Tank is 8 feet in diameter, approximately 32 feet long with a capacity of 12,000 gallons. The tank will be located in the vicinity of diesel generator building and buried underground. The tank shall be of dual wall construction with the outer shell wrapping the lower 300 degrees of the inner tank for leakage monitoring. The outer shell shall not be considered as a load resisting element.

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C - t'D-TANlf'-g LOCAL HU{BRANE STRESSES IN A CYLINDRICAL SNEI.L DUE TO HOEELE LOADS AND PRESSURE Project Name: fV) g Project Noi g (0 '2s ~/ 0 Date:

Soec. Noi EquiP. >

f)) f $ fL TPP'ipe Liar P Qo A

B Kqssipe. Doseripr ion:

soesle Seseripr ion:

Sssbsgseess I Node I PIPSYS O

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0 Psig V APPLlED NOZZLE LOADS GEOHETRY AXIAL LOAD S'00 0 VESSEL HEAN RADIUS Rm

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SHEAR LOAD 707 NOZZLE RADIUS TORSIONAL HOHENT g s in-lbs GE(NETRlC PA!UNETERS CIRCUMFERENTIAL HOMENT Hc o 26 f7 Lf. Y n IS/ 0 LONGITUDINAL HOHEHT ~ . HL 26 f 7+ in-lbs s (s.sss> ' - 0 4- 0 f HULTIPLY AND ENTER ABSOLUTE VALUE OF RESULT STRESSES (AT LOCATIONS A B )

READ CURVES FOR CALCULATE

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-

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SARGNTS NNDY DESIGN INFORMATIONTRANSMITTAL CK SAFETY-RELATED 0 NON-SAFETY-RELATED DIT N NM 002 0 Power Cor oration Page 1 of CLIENT ara Mo awk S. Raupp - 29 STATION in e Mile Point UNIT(S) 1 To PROJECT NO(S). 10 -10 SUBJECT Under round Diesel Tank MODIFICATIONOR DESIGN CHANGE NUMBERS(S)
Preparer IPiease print name) Division Preparer's ignature Issue date STATUS OF INFORMATION (This information is approved for use. Design information, approved for use, that contains assumptions or is preliminary or requires further verification (review) shall be so identified.)
This information is approved for use.
No further verification is required IDENTIFICATIONOF THE SPECIFIC DESIGN INFORMATIONTRANSMITTED AND PURPOSE OF ISSUE (List any supporting documents attached to DIT by its title. revision and/or issue date, and total number of pages for each supporting document.)
The following information is furnished for the fabrication of the s ub j ect tanks:
CJiLC. Do. E.-.,>(XIOP )o)
TANK DATA RE 7 t MTIll%i ~ Ii iriieliitiii ~ IV ~ i, te rial:
~
~~1. Pl a te ma ASME SA-28 5 Grade C A PAGE. 4~ ..Or'...~~
~~2. Thickness of Cylindrerical tank: 3/8" Io PROS.. HO. ~)o~~
~~3. Tank Heads: Flanged Flat Heads with 7/16" minimum thickness.~~
ED ~iy/g-P co C) SAD Reviewer's Signature Date n
O SOURCE OF INFORMATION E
Ca)c no 8 ~ 2 (8103 10) 0 nf>
Rev. and/or date Rev. and/or date Other DISTRIBUTION S. L. Chu " 28; S. J. FanS - 28; S. Singh - 28; Original: R, J. Netzel - 29 P. K. Agrawa'1 28
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FRDH KEHHEDY IHDPLS g,(,g 7g ~
/JEST 0 yllqpg Qggp ~ Ho'+~ ~ 0-YD TA>++I F NENHEPY TAt4K 4 MP~, CA fHC, 15$ E Sl(HHI'lR, AUf, JHN/IOlPOLlg P4</r~kf P R OF 0 FO
~
R CHAPtER .O OF Q.C ANtNt.
NIAGARA>>MOHAWK 658S
(; g y gag gg ORDPR QO.
jTEN NO, O1 UNIT No. '9-12-88 FO RMITY, GORRECTION DURING CUSTOMER INSPECTION. THIN SPOTS SGSe Q~
r.z(gyes i?
.WERE I',OUND ON ONE HEAD AT THE BUTT WELD JOINT. THE NOMINAL THICKNESS OF THE REV.
PLATE IS 1/2". THE THIN SPOT TS PAGE ~ ee ~ ~ e e OF~ eee eee ~ ~e APPROXIMATELY 1" WIDE AND ONE FOOT LONG, 5SROJ.
HO.. B lo3-/~ .
,
THE MINIMUM TH CKNESS OF THIS SPOT IS
.390". THE S & L SPECS. IN COMBINATION ITH ASME SECTION VIII'IV.I> PAR. UW-35 REQUIRES A MINIMUM THICKNESS OF Oo406" AT THE JOINT, THE SEAM IS LOCATED HORIZONTALLY ge+~ce IN THE TOP HALF OF THE TANK 26" FROM THE TOP. IT IS Oh THE END OPPOSITE THE END WITH THE MONITORING PIPE. KT&M RECOMMENDS THAT THE HEAD BE ACCEPTED AS IS WITHOUT WELD BUILD-UP OR FUR'fHER RADIOGRAPHY.
JNTC APPROVen aV act av ZCCeI're'n aV A J.
N/A N/A
PA.CE 7$ & - D- Ir-kN~c Calca. For ~y//~~~ Cele. No. gp $ 1~3 lo SARGENT@LUNV /Vc)rt ~n 657 ~r Rev. 0 Date Safety-Related Non-Safety-Related Pape ~g of ro}ect /v///f< ~,'/+
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/ Date c r
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P>GF-C- Md, ~ Q-SARGENT a'LUNDY DESIGN INFORMATION TRANSMITTAL
~ SAFETY-RELATED 0 NON-SAFETY-RELATED NM-002-1 CLIENT Niagara Mohawk Power Corporation DIT No.
Page~
Rauov of~- 24 STATION Nine Mile Point UNIT(S)
R PROJFCT NO(S) 8103-.10 SUBJECT MODIFICATION OR DESIGN CHANGE NUMBERS(S)
...A~ Division Preparer's signature Preparer tr tease print name) Issue date STATUS OF INFORMATION (This information is approved for use. Design information, approved for use, that contains assumptions or is preliminary or requires further verification (review) shall be so identified.)
This information is approved for use.
No further verification is required.
IDENTIFICATIONOF THE SPECIFIC DESIGN INFORMATIONTRANSMITTED AND PURPOSE OF ISSUE (List any supporting documents attached to DIT by its title, revision and/or issue date, and total number of pages for each supporting document.)
This DIT is provided to upgrade the information provided in DIT-NM-002-0 to include revisions and updates to the tank design.
The following information is furnished for the fabrication and installation of the subject tanks: g.x(Sfe~ te)
CHC. 3o..
TANK DATA azv.
~~1. Plate material: ASME SA-285 Grade C~~
~~>Aoz .........~-----oF-~~

.

~~2. Thickness of Cylinderical tank: 3/8" Cat p>OJ. NO.~~
~~CO Ct e~~
~~3. Tank Heqds: Flanged Flat Heads with 7/16" minimum thickness.~~
C) etc el SAD Revi er's S nature Date SOURCE OF INFORMATION Report no. N/A NJ'A Rev. and/or date Rev. and/or date Ofhcer N/'A DISTRIBUTION S. L. Chu 24; S. J. Fang 24; S. Singh 24 H. Singh 20; R. J. Netzel - 24 Original: N. C. Bhatia - 24
@pc,E7?
I'ESIGN E 0 ~E ~
INFORMATION TRANSMITTAL DIT No.-
PROJECT NO(S) Page of 4 ~ Tank Head Bracing: 3-C7 x 9-8 q 2'-0" spacing ASTM A36 Steel, one brace shall be provided at horizontal diameter. Required length of each brace should be obtained based on detail B-2 of UZ-58.
Bracing Connection: per detail B-2 of UL-58. The weld shall be 3/16" fillet weld, 1" at ends, 6" C/C staggered( continuous around the ends.
~~6. Nozzles: Shall welded using 5/16" continuous filletbeweld.~~
~~7. Manhole: Shall welded using 5/16" continuous filletbeweld on each face of the tank.~~
~~8. Tank Welds: Longitudinal direction welds-are full penetration; circumferential direction welds are partial penetration.~~
9 ~ Corrosion allowance: 1/16" The following documents/basis was used for the design:
SED DIT-NM-001-1 2 ~ ASME Code Section III, Subsection ND, 1986.
3 A The fill around and above the tank shall be as follows:
~~a. Safety-related structural fill using granular material up to the tank spring line compacted to 85% of maximum relative density.~~
Ca
(
~~b. Non safety-related structural fill using granular material shall be used above the spring line. Thickness of layers and compaction procedure shall be the same for CO O~~
O I
this fill as for the safety-related lower region.
fill used at the CL 4.~ Water table elevation is assumed to be 255'-0".
5 ~ Welding is assumed to be spot radiographed.
6 ~ Nominal size hold downs shall be provided to hold the tank in place during construction and eliminate the possibility z 8 (os-(op of floatation. g~g p6 ~
PEOJ. NO. P('og /C
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NIAGARAMOHAWKPOWER CORPORATION/301 PLAINFIELO ROAD. SYRACUSE. N.Y. 13212/TELEPHONE (315) 474.1511 t".
)by December 21, 1987
~c; II ~C~~~~-'+'
Sargent 8 Lundy Engineers 55 East Monroe Street Chicago, IL 60603 r(oS Attentio~: Mr. R. J. Netzel /"<<o . 75 Senior Structural Project Engineer
~
Nine Mile Point Unit 1
~
~~Subject:~~
Emergency Diesel Generator Fuel Storage Tanks Dear Mr.
~ Netzel:
Enclosed please find "Response Spectra Comparison" graph and digitized information used to plot the Cornell/Mcguire (C/M) curve. This comparison shows the Nine Mile Point Unit 1 original response spectra ("Housner Spectra" )
and a C/M spectra. It is our opinion that it would be prudent to use the C/M response spectra for new seismic designs. Therefore, Sargent 8 Lundy shall use this C/M response spectra to deve'lop the required amplified response spectra for the tank and piping designs.
The curves shown were developed using five percent damping. Damping values to be used can be based on the guidance given in ASCE Standard 4-86, "Seismic Analysis of Safety Related Nuclear Structures...", Section 3 .3. - Soil Structure Interaction.
Very truly yours, NIAGARA MOHAWK POWER CORPORATION E. R. Klein Manager-Nuclear Projects ERK/djm Enclosures xc: K. A. Picciott R. F. Oleck, Jr.
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<YClvis Av puvn fo 5.
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PCp<. 0 k Eviulvovi "n6'Ht 0 I Con eyMqtl'D~
leal eQ By Prof, Dl, Ineo, A, liLCXML DUEL, 45(nE Boi1i.l znJ Pressure Vess<f qadi C ooze,, S pc.+ion IG Founo(ACIOvi Qriil [ysiS a~d Pesipn Joseph E. Bowles Z. nol col, 7, ~el Swig Any llysi5 Gun i@<8 ei g ASIDE Mv'cIeu~ sieur.k,vie,'~(J pygmy~,pt.i ggi~~l eiSn, i ( ft85 pe~Sr d V kurieOi pipe 5'e~u~~ey I C<~~0 Pl<<g~ 'Q g$ S
f/1/e6 JI5 HPf CANC. QO. S20 6 - Y5- AQlC l hC v v Calca. For ~i ( s Calc. No. P &-C10 00(
SAHGENTEfLUNDY Rev. D Dale 5/~ 1'1 Safety-Related Non-Safety-Related Page g of lant QQQg,Q fA gHRLnl l~ Prepared by Date 7
)n/C YiLE I'0 Al 0 IT-I Reviewed by Deie S.).5111 ProJ. No. Egulp. No, Approved by Date '5 2$ .)g ASS lj r/1 PT1of1l'. g l e rUg(nS t e~],erof, are wl ll
'Ao< vc1 vy Fvo~ 7o 'F le+ loo 'p The coeR1'c1e.n't oE svl cjvoj<
V<<C41vv1, Ho, w1ll ko LC fC/0 pa 1, from re/ (o PQDl6 QUv 1//e,ll co~pqc4<o/
CoheSionle55 So1I Wh'ic." wov(ul Le t;yf 1cu1l a 4 sol ( <ovRd under ~he, dplueh/zg.
Fv ol Re/ /
Ve,luce,16/ of 5UUc/ 4~ /sec. Euv so11 Uvev roc l~ 15 gccef/tggfe,,
COCEVtC lend O g gy(CQ(ug g~e PjP/e
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e 5, Uwf 4 tAle~g4$ y 4 syj I )g 5d &e IDO 0/gDz
Par.c-'I7 hlMft: ~LC. ADD S2-0 C - YG-7AVLOi h V" 0 Gales. For 'l ( nf. Gale. No.PPf $ [Qg~
SA AGENT@LUNDY Rev, 0 Date S/g f f Safety-Related Non-Safety-Related Pago g. of llent 4 R OH R' Prepared bY Q, g IVlDNP E-
~ Date Q.Q g.'9W Proiect N)g - /RILE P>IMT Reviewed by Date 5,$ .85 Pro[ No 1 g9 I O Equip. No. Approved by Date 5 3r )Y
~
77 gpss vs VAU LT5 DyE5gg 7l/EL of l LltJE I/2.
pg ~ st-'}-)0& Gv B.
t-u u4i'ng lo'0 5>~ Iav $o >
SC4 90 reku~V ll ta5 Fust OiL TRAN
- Y5- TAdK.Oi /CLV. g pp C, E llI CAic. 0 Szo.(o Gales. For g tly')to Ve ( Oi t ke. Gale. No. jlj4f+~-g,"/
SARGENTS,LllNDY Rev. Date/-". i~
Safety-Related Non-Safety-Related Patte /0 of llent gl Rg RA RP gay Prepared by ~g'. 'i u Date g -g/Pg bJE. ALE POthJT WIT- I Reviewed by Date 5.J gg Pro). No. Q(PQ- ( 0 Ectulp. No. Approved by +P Date 5 ~;(.)g Tka~~ctl Qnp)yells Fvo~ Re.~ 43 F'cp8. I><~ll.
Case. +/I P~o p. C = 2'l5oo Ksi, K=.C>7<lo A~= too'F gov ~e( L= '77 Fo~~ula K= h/L P= ~tLh Yle =-2>8 ~L(K+i +~
hl a ~+i L VQ = Vc Xc. t 6 gFI: I-g= A NB L h
Ppgp Jl't lJHFt <AL.C. 0. S>O.L- -T A)/CO Pgv a Calcs. For Calc. No. p/ff-r,ED- QOI SARGENTNlI.UNDY Rev.+ Date5 P, fg KNQINSBAS Safety-Related Non-Safety-Related l age Jt or lfent ) gQPg. fV1ggqtn/I+ Prepared by Date 9 ~ 1/'ZQ ro)ect ) L- PP f PJT VAJ I? ) Rev(ewed by Date g, g,,S'g proJ. No. g g3 (g Eaulp, No. Approved by Date 5.:... >~/
PIPING THERMAL ANALYSIS FROM PEF. 3 PAGE 10 TO 11.
CASE 4/1.
INPUTS: 924 inches I= 0. -912 in 4 E- z9 Ot>> SI Et= 6.07E-06 100 F PPOP. FOR 1. 5" Sch 80 PIPE FOP. THERMAL EXPANSION L h lr N in in 924 24 0. 026 1. 026 0. 0222 38. 53 924 36 0. 039 1. 039 0. 0219 71 r'5.
924 48 0 ~ 052 1 052
~ 0. 0216 19. 30 924 60 0. 065 1. 065 0. 0214 15. 46 72 0. 078 ~ 1. 07S, 0. 0211, 12. 91 924 84 0. 091 1. 091 0. 0208 11. 09 96 0. 104 1. 104 0. 0206 9 7-924 108 0. 117 l. 117 0.0204 8. 67 924 120 0. 1-0 1. 130 0.0201 7. 83 924 132 O. 143 1. 143 0 '199 7. 14 924 144 O. 156 1 ~ 156 0.0197 6. 57 REACTION AND FORCES IN PIPE L h Ma Mb V H ill 1n k-i n k-in ~ k-in K K 924 24 -4 57 -1. 708 0. 855 0.003 ~ 1.511 ~
9 r4 36 15 55
~ -1.125 0. 564 0. 002 0. 463 924 48 S. 85 -0. 0- 418 0. 001, 0. 202 924 60 5.72 r 835/'0.661r.
0.332 0. 001 0. 106 924 72 4.02 r 0~ 545 274
'.
. 0. 001 . 0. 063
'924 84 2. 98 ~ -0.462- 0 233 O. 001. 0. 041 9g4 96 2. 31 -0 401 0. 20- 0. 001
.'.
924 924 924 108 120 132 1
1
~
~
84 51 26 A
F 0 ~w~
~
-0. 315
-0.284 259'c new O. 179
~~0. 161.~~
~~0. 145~~
~~0. 001~~
~~0. 001 r~~
~~0. 000 028 0- 020 0 015 1 ~~~
~~0. 012 144 1.07r -0. 0. 133 0. 000 0.009 r~~
SAHOENTSLllNDY Pggg gy SNOINSSRS M C P J/Y(e f/'/
ALC..k)O. %>D( -YD-TAUM1 I l Jl<<JQ Cele. No, Rev.
QWSgl3-p~f Date < .'~
Safety-Related Non-Safety-Related Pape /g of lent ] g P,Q gHQ~Q Prepared by Dateg/g 6)g9 ProJect )QE Q )LQ P0) f/[ tjg fT Reviewed by Date g, 5,Pg Pro). No. 'g )03 J g Ectulp. No. Approved by Dates'.g f, .;g PIPING THERMAL ANALYSIS FROM REF. 3 PAGE 10 TO 11.
CASE 4/i.
INPUTS: L= 924 i nc hes I= 0.868 in 4 29500 KSI Et= 6.07E-06 100 F PROP. FOP. 2" Sch 80 PIPE FOP. THEPMAL EXPANSION h
ln in 924 0. 026 1. 026 0.0492 38. 53 9 <<4 36 0 t339
~ 1 039 0.0486 25. 71 924 48 O. 052 1.052 0.0480 19. 30 924 60 0. 065 1.065 0.0474 15. 46 924 72 0. 078 1. 078 0.0468 12. 91 924 84 0. 091 1 091
~ 0.0463 11. 09 924 96 0. 104 1. 104 0.0457 9 ~ 7M 924 108 0. 117 1. 117 0.0452 8 67
~
4 120 0. 1-0 1. 130 0.0447 7. 83 924 132 0. 143 1.143 0 0442 7. 14 924 144 0. 156 1. 156 0. 0437 6. 57 PEACTION AND FOPCES IN PIPE h Ma Mb Mc V H in in k-in k-in -in K K 924 24 76.69 -3 790
~ 1 ~ 896 0. 006 3.354 P 924 36 34.49 -2. 497 1. 251 0. 004 1. 028 48 19. 63 -1. 852 A~ 929 << O. OO3 0. 447 924 60 12. 70 -1. 466 Oe 736 0. 002 0. 236 924 7 M<< 8. 92 -1. 209 0. 608 ~ 0. 141 924 84 6. 62 -1. 026 A 518
~ 0. 002 0. 091 924 96 5. 12 -0. 889 O. 450 0. 001 0. 063 924 108 4. 09 -O. 784 0 398-
~ A. OA 1 Oe 045 2 120 -0. 699- 0. ec6 0. 001 0. 034 924 }32 2. 79 -o. 631 . 0. 323 0. 001 0. 026 9 <<4 144 I7 -0. 574 0. 295 0. 001 0. 020
pffft.- IS~ 4 ft. chic. Oo: 5'zo.c.- b- TwWo l fEv O Calcs. For Bpp~ ve) u Calc. No. pJ~ S~gpl SARGENTSLUNDY Rev. Q Date 5. /~i SNOINSSRS f~l'on-Safety-Related Safety-Related Page /P of BRA PHRtrV Vi Prepared by Date g/g8 gy
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Pei. Dii IJo, MN- 5RF',-ooI Q I3max: O. I Bg Coinpu<e (oaJing ups Ref. l. 4oi I ~z. P/p C CQvbov 588m 1 sR-)D& 5 y
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< 8 fYlcblon (stijl on/ p p QS:, H OO 4/I<
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SAHGENT@LUNDY Rav. Q Date Safety-Related Non-Safety-Related Page P of llent lQ g j} P )8 gg gW'k( Prepared by Date 3/Wg<
Pro]ect I g( Q)LC PP)~ 0 hl IT Reviewed by Date 5, Q, g g Date 5. Pg. ~g pro). go. K l0$ I ~ Ectulp. No. Approved by I
lYIv)g/p)Icy{ ~~ 4y F g ve5
~ 5 ~<~Ss<5 '.
I ~Z.
. Ooc>lgy(.2qSoo) = 3,O:HSi.
g$ 'Irg(p (Z. 9500 g ): *8<I '
S j, 0 FIIJD /HEBER clnd n~o~sent< In l~2. sclI fI'0 piPc 4.12 a~d 't ~)
~
t= la54 c, ~ov dctkIun
~
lYlodulu5 g$ 5 um pal o~ Kg = 900 Pet +4is ls q co~8. Uulf <
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Pp(E Ib3 m c. cpm tD Szai.-
Calca. For yfg pter l gI l l Cafe. No. ~/Pf 5'- g> t SAHGENT@LUNDY Rev. + Date 5,Q <g Safety-Related Non-Safety-Related Page J5 of llent fl) ) QQQ R Q tel R~ I Prepared by Date +.'Zg +
-i-t N)bJB le)Lc PolMT USE-1 Reviewed by Date 5,Q.g(
Pro). No. P ]d g f 0 Ectuip. No. Approved by Date 5- ~g.'tg Re la t;i ye Sti 4'ess Pa i,~ e4ei . I ~z Pi f'E.
g = ().9 fl'L'~<
~~0. 05 (t Lf (2'5ti(i~) .3/It.~~
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Ak'QQ .
~ D+= q (i,<-o.z,).z.= I.O7 i'n ~.
X(Ai Q~J 3 gQ )
I<
2.5 Fo R('c5 q~ J +( ~~~~~ Es 5i = Eq5 E:- .4 L. = . Go( ~tip( I.o 1) 2't,5)(io~ 5 +'(gag)
Si= .Iso
'M,=N~ = Si jg (i I30 /(s(.o~)) = ggz. w /n S ~= Si /3= l3.o /E=
lo>Gg Ilf Hrc c rfu .
'
o. MLL-Y6-TAQlco Ev P Cafes. For y g/ Calc. No. P/g-Q'g).OQ l g'ARGENTNfLUNDY Rev. ~ Date g. jt,. ff Safety-Related Non-Safety-Related Page / (p of Client '
g + U M/K Prepared by Date-g; eg (
Project ) Q g J L,g g Q ()ggT- I Reviewed by Date+,, g g ProJ. No. (gQ JQ Equip. No. Approved by Date 5 "f,. )'I(
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Qb~lz' p+,oolp O.lion i.'fj + 'f+ O5i '~ 5/1S'o P(,3) fz)
Fl.egg,lion Tg~l'nJ Valve pit I+ 0 >) 'Fo f>PC pq = 9, 0 (). 07) = 3.2. 4 ii'=
2.(u5A'IO ( 311>)2/I.'f) 2f5oo= 0 5 F ISTIC. L oIoID IIV&
gq - 3 H S" fi = 0 Ks L tA'e= I. l9 psi I'=,SCvein< PLY= Z. 87+>w p:0,5 0= /.vt~~ ~
Rg) Qt,lV< s<i$ 4hes5 Pavuf e4,< 2 F'lt c pl+
. 0/5 q (2'I.5Xlo~},
SG7'I'victton F ORCEP.ER, UN I I LEVG7$
5= 0.5(1 7'f) 1.Th~75)= C.5 +A.
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SARCENTmf, LUNDY Rev. > Date 5 2&
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~
p~RQE 5 AND ivioNch/ i g 2 P IPE HACH Sp= si/s = 5f
$ 7RC$ 5 p'OR 2. 4 '9< PIPE @ GI.Bo'
+t cS Og-~f = t 2lU/,7pog+ 36uu=,97m'u Pg ~ ~ 4 r~~
gggtlg~ @ Tpnl x g a ol IJclu<
Pn= B,(l,HR) = 0,~ h'ii' Bt<< ~S i~ buvi eat )i C. p ue To f3 utL OW(, 56TlLcws~
',QJlLL luc T EFFEcT TH F P E Glkr~ c F THE pip iV& S YSTCrv 'SEDRo.ci. i~ a4 ut 2o Fee~
6cl&w gung'$ 4le~en4 5+ves5 ~ALII 4 s~y/I,
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~
g (fry 3-) g Eaulp. No. Approved by Date +7(, 4 CHECK O tie~ BuR pe~ Lc AP )N &
H-2.0 LlUC L ~AO, = 7CO PSf'= 5pSi <run Rug. I We.= l. 19 ps'e. = },7L + 5 = 7ps~
FRo~ REF I flG a l C I 7 '7 Ocl,= ill p,. Very Srnufi 5dreSS Joe Ee 2(u,Z) Odeum'BuRDGAJ 0$ By Qnyf<edt J ~otge~eq4 0 4 6r v vl<. 4ck ~
5TP~css AVALYsls 5l F = 2.3 Cur t4<<uuieoJ Fib4>~g SUS&lhed LC flOS 5$ c710g TE DLV i NC.'9jeSz,)
0 5,= PDo~ u.7s Yle Qtn P = J v)<<y~g l Deify~ Ptcsgo~c, ps i Do = OHGfde Pic~~~ o4 P iPe, j~
NA resulken< )non'enl loooiwlon ,p)pe, oloe. sus<alneJ
) loads 5ccglo> m.od uJ u g Skress ~n~~silick~l"n fji t cosh< produc~ of 075s shell never be bAlvn a5 less ~he~ I.g (~p)
tACC IZ7 MFC C.~f'-. VD. SZ.C f -~ -~A~
Calca. For BV ~ed Qual 0<1 l i~eS Calc. No. Qg ( gQ-<) l SABGENTIft.UNOV Rev. 'Q Date ~.. <f Safety-Related Non-Safety-Related Patte /g of Clfent ) ( g f< 0 f' OHRMVi Prepared by Date '/g0gg Pro]act fJ t fJ C. )LQ pl~ ( gQ )T- )
Reviewed by Date g.tP. gP, pro). go. g pg 1 ( p Ecfufp. No. Approved by Date/.gt,. )f Sh = gggj,z n a&~ial allawnlre 5'<ve65 ah pesl'gvj Jt..p~ge~ek~~e PS f OCCa5lan a l . L aaal< Uc-3C 52'.Z.
< t.= ~l' a ~ ~ .7'14><r
/th t'v a> = Pea I'<<SSuve )su NB = Resu4a < ~a en<,luuaf(g) un Pile .
Thev~a I Cg ah 5lan CH6J Io Nt".-~ 45z.3 SE= l lvl( c YlL = Va~)e pl ve.Gula~< n a~ e~k Jue ka $ 4av~gl f W pP vt5 IOL g II two/4 <<~~~s va~g g, DOC< b'av 5fl-lOfn QV f3 I 5000 Pg f z > 5c~ o Sq = g (I. 2 5 Sc 0 o. z.5 a g )
p/g gg Sl,: l5PPd few
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+ Safety-Related Non-Safety-Related Page g 9 of Ilent ) Q MOHV~yi Prepared by Date g/5'~
ro) t h/I/I:- gIl E PO)VT uM T- I Reviewed by Date S lg gB Pro). No. Q I g3 I 0 Equip. No. Approved by Date P )[. b'j C H- cs s Tp~ss [/z. ace SO pgI'e.
Test PYessvvt I g 5 0 p g i, g~u~ Pq4 2 )
0g e 3 [
Ellc. Qcs~5~ prcs<v<@ ~ 11 qgf<,gcpEd 4 0 ga Gf Ilecro(
pres,'s~ = 40(&2,"lI ALE= 18 1's~ ( 5'P ps Eye 9 ~P~ = S~(1.1I IZO(si < 15>>o (s~
'I t h q (, 2.)
gqq 9 12U+ 0751,(ylov~als<~egs)= 1zoeg75'(z3)5'opy- 'f>cc'ps,' ized)
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1 1s Y8g.
C HECK 5TpEgq
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fS'ata ProJ. No. g) p3-] 0 Egulp. No. Approved by 5.g $ .$ g cGJGM RE,Q skag TcH Qilg+I( P h~)n M~Z.Z le C 4ec Reacti0n ,p TRAV' gqLvg l3o)( 1/2 piPa Rene.<io~ P Ta~ I'i I/ALEE Sc:x 2" P)PC, F>= RI+ "t5oo=,MsqI~ p@ = 'fl 4 Cgg z.c's f J24TC.
I
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SAMENT@LUNDY Rev. g Date} g SNCIINIISRO Safety-Related Non-Safety-Related Page of llent Prepared by Date rc}ect Reviewed by Date Pro}. No. Eaulp. No. Approved by Date Sba.Af. IMP y( t= Z7O. n - ggg, g - 11,~ Passu<= (ysfg)(o mc) ~l~ - <,g( f,~, (Z 31 P.I) >~d~c Ojlkrrkrg Presceerc Itce'hc Suck sn gi 'nc '+0+). g(c -cia~+ 3+Sgi Re rite ~ gr Se 3ue A cn Z'inc = 4.2(c X I h - (c. 0 psyi t()Jr~ Va~u,re~c r.)W ~4 Qiqy%+4

~l P~QVf R, V lc5 >C < a = B,@de SIP QPg2&~ F Ko loa,'g aw'- - QF' 2&M- s T- H ig pi)i Qe. DhiqiH alan.d I dn~lclt. WSkgr ~c~kd ye~,e .

Q//) ~ ~4,/V v. <<v ~ a - 1 ar- )mme-~ J ggy, g SARGENT 5 LUNDY Calc. For Sacrificial Anodes for Fuel Calc.No. ENGINEERS Oil Pi in - Unit Rev.c Date CHICAGO Pae1 of 4 Safet -Related Non-Safet -Related Client:~ Nia ara-Mohawk Pre ared b Date -ap-

~

Pro ect: Nine Mile Point Nuc. Station Reviewed b

~ ~

Date Pro ~.No.: 8103-10 E ui ~.No.~ A roved b Date

Reference:

1. Emergency Diesel Generator Fuel Oil Tank Replacement Bid Specification J-5278, Dated August 4, 1988.

2. Harco Catalogue Sections for magnesium and zinc anodes.

The resistivity is greater than 25 ohm-meters. No Cathodic Protection at the site. Fuel oil supply and return lines as well as tank exhaust pipes are made of carbon steel coated and wrapped. Sections are welded together (Reference Mr. S. Rauppp (SED) on November 21, 1988). Maximum length of one line = 100.feet. Assume lOX blemish. Current requirement 1 mA/ft . Total current required for 2" diameter pipe = dX100X1 mA x lOX = 5.25 mA A. 178 Galvoma Anode Resistance = 11.66 ohm in 20 ohm-meter resistivity (Big Brown)

= 14.575 ohm in 25 ohm-meter resistivity soil Driving Potential = 1800 mV (Galvomag) - 700 mV (new pipe) = 1180 mV initial Discharge Current = = 75 mA 14.575 a Life Expectancy 17X0.5X0.85 11 year s 8.5 x 0.075

PP(E Iyg N+f'C Calc. No. 520 i -V5->Aov-0< Rev. o Date Page 2 of 4 Pipe polarized to -850 mV Driving Potential = 1800 850 = 950 mV Discharge Current = = 65.18 mA 14.575 Life Expectancy = 13 yea~s B. 17$ H-1 Ma nesium Anode Diameter of Bag 6.5" Length of Bag '19" 0.0052t3 log SL (2 3 1) L d 0.0052 x 2500 8 x 19

-1)

(2 3 >09

,19/12 6.5 = 17.64 o Driving Potential 1500 - 700 = 800 mV Discharge Current = = 45.35 mA 17.64 a 17 x 0.5 x 0.85 8.5 x 0.4535 C. 32k H-1 Ma nesium Anode Diameter of Bag 8" Length of Bag 23" 0.0052 x 2500 8 x 23 p 3 <09 23/12 8 = 14.46 a Driving Potential = 1500 - 700 = 800 mV Discharge Current = = 55.3 mA 14.46 a

PpC.E>>0 Calc. No. >>c t -Yb-7AA'P4t Rev. ~ Date Page 3 of 4 32 x 0.5 x 0.85 30 years

'8.5 x 0.0553 RH ~005' /'p g ( q,g ~y 9. g ~$ cyg2 ~

5 ~<wL~ Op) (Page 57 of Designing Impressed Current Cathodic Protection System with Ourco Anodes) At 4 foot depth RH =.OoS2.<2$ dO ~, g + g 3 x+ I z.

= 15.2667 0 Since the resistance of the horizontal anode is greater than the resistance of the vertical anode, the life expectancy for a horizontal anode will be greater than 30 years.

E. 188 Zinc Anode Diameter oF Bag 5" Length of Bag 42"

.OOSLx 2.$ 00 R

P p/~z>(9.2 S

= 11.9 a Driving Potential = 1100 - 700 = 400 mV Discharge Current = +gg~ P =37.g~A

p+6 E /7Q Nh1P~ Calc. No. ~?06-Yb-~AAuCl Rev. o Oate Page 4 of 4
== Conclusion:== Use the 32 lb. H-l alloy magnesium anode since it has the specified life expectancy of 30 years.
I nf-'ate Memorandum of Telephone Conversation ShRSENT LUNDY r ~ Time son Called T.~L. mg cg Person Callin (~.~) Project No. Prie - yc Subject Discussed Summary of Discussion, Decisions and Commitments (@II ~.r y<< A,idion) Sipnature SL-F713 10/S4-F3
Memorandum of Telephone Conversation ShRSENT ILMIN Date VY '0 Time F0 rson Called Company

/UWP~

erson Calling Company

$ s/

E5~ P~ project No Hvx 44M g FI 03- I 0 Subject Discussed Summary of Discussion, Decisions and Commitments 4LCGJ zKz~ w r S S GA~M ~ 5r'dP <D n Signature / SL-F713 10/84-F3
APP ENDIX 6 ssssssssoss

/Pgg, ~ ACC 1 EODIFICAllON TITLE H 5 s

sr' ~ KXWKAttOse CPeCtuX. SsSStAAt ~ ONSE REQUESTED FROM DEPT. ~ PERSON oQg 1.4 ORIGINATOR DEPT. S C l44iK it4 DATE 1.5 LOG NUMBER ISSVEQ AND DCR TRANSMITTED DATE 2 0 REQUESTED DOCUMENTCHAN E

t. n a ~c. c.

Np 2.1 REQUIRED DOCUMENTS AND REQUEST TRANSMITTED DATE 3.0 RESPON56 APPROVE 0 Dl~rIIOVEO AVISSQ QSYWL A 0< TWC ~ FWZI BQC.-RRV. 2 As StscsscssI

'PA~s aF Tw~s ~e.

3.1 RESPONSE BY CHECKED BY 3.2 EVALUATED BY DATE~ 4-8S 3.3 QA{ TYPE S/I) ~ DATE s

<.0 aFFECTED OOCUM HV REV INDEX TYPE '- 5 ~

DRAWING SPECIFICATION I - INSPECTION REQ. STATUS: I - WILL BE INCORPORATED N ~ NO CHANGE CLARIFICATION ttt COsStSSSVAfSOSS tOA AOO L*ttl&IODOC'0 I.I CDD UPDATED aND ORIG. RET'D TO DOC CONTROL DATE 'l.2 >OC DISTRIBUTED 6 ORIG. TO SITE PLANNING DATE OUT YES ~ t'0 i.1 ED ON AS - BUILT TRANSMIT'AL DATE I s2 DOC CONTROL - DWG'5 I DCR'5 IN ABT FILE DATE s.3 LOG COSED BY SITE PLANt<ltJG DATE ~ \~
~ as

~ I

PpGd' Nfyfg ddsLd Nfg &ZO 6 -YD-TQ Ot R tH>+l T >SS w&f'<< e'j e PSY. G PROJECl'l I'LE: SN f 5 Eeff . Pffd CCR NUH8ER: 1' + 8 A 5/~ Cces the proposed OCR affect any of the fol lcring a.eas. ("res",r ALARA considerations l483 8. 0esign =e~rormance

2. EQ Considerasione ~0 g f5f/f5T ~SS

3. Personnel Safety l0. 50.5g EE elva cion ~El Conslderasions

4. Fire xazards Analysis 1 l. Cesign i~put/:al zlaPf "ns +g5

5. Piping Analysis fgO l2. 0eeign "erffisasiOn eepcr: ~~

6. Procurement Ac,ivities ~g$ f3 Appendig R. Analy;i;

7. QA Requirements (l.e. 14. Resocnses to i'1PQ (inspection/ SOER's or NRC Notices, Inspectabili ty) f40 Clrculars or Sullet1ns

15. Other Considerations (l.e. tnstallation Plan, Specs c, Pro]ect Closeout Oocuments a-.

identif>>d in NO-100 cr ua! ~-e'er Proc., 'Jfendor Hanuals, Tral~..-",. or Simulator Programs) ( pref 1 x remark wl th the re l a ted l tern number above ): nrem 0 4.89 Oc ~ rnnn5san'C Oate 0 Evaluator Oa te

'i ~

HLi T NliOANA CALCULATION OISPOSITION COVER SHEET NUCLEAR ENGINEERING PAGE ~ a LICENSING LAST SHEET NO. 2 OISCIPI INES L I PRO 'EC~c N NE N;LE POINT NUCLEAR STAT ON CALO.NO.: <20. -YD - IAN REV. UNITs Q I 2 ACTH NOOIF IC4T ION NUHSER: 8/ 4

! ~ ~AN~ Ol l. l~ ~E.

SUSJECT; Pi aA4&fW ORIG/C4TE I~~ ~>~~ IJ Sing( INOEX NO.c 3-N2.1- + '~ SYSTEMISI CHK'0/04TE OISPOS[TION NO, A H.P. ~!~ 4PPROVEO/CATE RE4SON/OOCUNENT INIT14TING CHANCE/REV. VS 5 Ia,Ale@ LC A 14arO s i C I y td 5 fbi e4 AFFECTEO OOCUMENTS/REV. OESCR[PTION OF CHANGE: A comSVa- TANT CohlDvcTIm~ p

~ I gy C.Lr L i'd. Ri<A~

TR Bu'Troat GQSTtM F>MCTiouAl 3 NSPELvlqp (~c pg) A<l ~ T I I= i~@ rue-i TuG 5 vGZR-T C A L-CVL R>JOE Q lQ IQC T Dc'Oi~&%<%$

'9 F$ CR >9, E 4< >AH@. VARY VOLE p(5 >

A Pc-R~ a Al'-RR VOR, RESOLUT10% Pao~iua pWr iTi W~ iAPc R~y,~~ C>I-C VL. hT< ge4 W ' IQl~Tc c'i TW ~ vpcpg~ v~ i Q5 'P'MN CTI O H g 9~ Pgg l=c Ag C A.gRg5 <<Og, . McnRPoRAm CRAU&i~ ~ ~<A~ Z . go jg )l// 89 007 COMPONENT IOISuEPNISI~ gEygOROSg M Kf' E ~EN &aJ<$ ~ I EhtW C l ~ ~~+~ LINE NUMBERISH '46. OIL. LAND 'RE'PLALc,aha I, Fc-WE, AN45%)R. FORM NEL-420.4-4-C4'690
CALCULATION SHEET go'uCl E4R ENGINEERING P4GE 2 l ICENSihG PR t NINE %ILK ~OINT 'CC'4R QTATIQN GRIG.l) I En p-.=, 5 2 9(

, SX).4-Y1)- T < f ~Kv. ~D<s~ 4A C~K'0. ~ax,r.~2-Vl ') D~ ~c, 14~ or- San.< YD - vn~ey~

Van. I<3 g V l'-TH ~ E gsCI pl hf vo PoC. Ah D tiCC C T ggL~~ P~ C~ P~ or- S~,<- <b=IAmK4,t gpss Pu t l.OWI hl Ci goTt .'KPC I R< I ROMIC +)QQ

~>AL lP'l~Q C CV(~Wi~ 6%5'ch/O'~og q ~ F C.uah Pl IAhf C~ A> ~ TATEQ '7 LPFwAP-D ov i oP 'T~~ A<& 4I=PA 3a, ~ac~ms 9, L b W~ g,, O'S 8 <Cg ~l5 VE'PJ7 5%CFl 5 gG'v>RS'A4g7V'T'8 al= +F~A 3,Q ~ 9 A NPe,ZIP- cC~c.~

y lt I-l ST& Fc R~e hKLEC TOP a M'7 RFa~sa ~ (Ag oW aeSa4'c<Rove'rr TRAY'S w<% >PsM P<Pi V~Ts) fQRQ INB.-420.A-2-0~l630
Vapor Vents OP% 28 The OPUV 23 Vent has an aluminum body and a 40-meshbrass screen. The OPW 23 is an open vent and directs Vp@ vapors upward in accordance with NFPA Code 30. Set screws make in-stallation easy. Available in 1'/2", 2" and 3" sizes. OPW 23 Dimensions Product No. 5 Suffix Size Nt. 1'h" 0.27 234033 2" 0.23}}

v t e Letter Sequence Request
TAC:73836, (Open)
Initiation Request Acceptance... Administration Questions Answers Results Approval... Other: ML17056A524
MONTHYEAR1989-12-21 [Table View]

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