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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

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SUBJECT:

ChÃR4 G~<V PIC5EL FtJGL.OIL S7oP'A4E Ti4 hi<BUILDINGs TURB lE~FLOOR ELEV.i BEl.oW ORIGINATOR(S)s g.ai CHECKER(S)

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The tank shall be of dual wall construction with the outer shell wrapping the lower 300 degrees of the inner tank for leakage monitoring.

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Cafes.For C C Calc.No.$',Z pion Rev.0 Date RNUIHC!ttRH Safety-Related Non-Safety-Relatod Pago g-/of Client ProJect Pro).No.p~Dp l+Eaufp.No.Prepared by Reviewed by Approved by Date Date Date v&l4Hr5 F(LL Vol.FAOCviae'op wozag voL.250 II se 7 (3 4-3 IS S7 44~sl 4f~75

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pp4E 0)LOCAL MENBRANE STRESSES IN A CYLINDRICAL SHELL DUE TO NOBBLE LOADS AND PRESSURE Prolect Namec fV)H Project Noc g'(p Q I 0 Spec.Noc Date c C L.-h/C=.->-4-YD-+~+g A B EquIP.7 j)I f$f L TPPf Pipe Leon I reoipC.D OCClpCIOnC Qo soccln Doocclpc Con: Snbo7ocon I Node I Enternal Pressure P n 0 Psig pcpscs O~o APPLtED H022LE LOADS GEOMETRY AXIAL LOAD SHEAR LOAD SOO 0 c 7O7 Ibn VESSEL NEAR RADIUS Rs~Q t 6 VtSSEL THICKNESS T in.SHEAR LOAD 707 NOZZLE RADIUS r n pe?c7 in.TORSIONAL NOHEHT g, in-lbs NULTIPLY AHD ENTER ABSOLUTE VALU'E OF RESULT CIRCUHFERENTIAL NOHEHT Nc n g Q f 7 g in-lbs LONGITUDINAL MOHENT., NL 2-6 g?+in-lb GEtNETRIC PAMETERS IS4.0 s n.svs>-"-04.0q STRESSES (AT LOCATIONS AoB)READ CURvES FOR CALCULATE-z.k.o N~yR B 3c$0 fr~0 Circumferential Pressure S r s Scun of Circurcfecentfal Stresses-5>2.~0$53 0 d53o Ij,'CP2.O SH)0 (5 076.o p6g2 o lSgd.o I555 0 II 79.o 27.0 N 5i 00 552'T 8.53ggs.o$964 o 2245.0~4 Cr'z Sued of Loneitudinal Strisnin Due to Torsion 2%r T ox a N~nr*s e Longitudinal Pressure Stress, Po R/ZT I~ed O Cf-P go 0 toqRg o 43 O It 667,a 0.Due to Load c Oue to Load UL Sun oi'hear Stresses Haxinus Stress Vc vroT VI o 3 2-0~0 t&ogk o+20~0 3M~0 t>o gg.o Naxcccua stress should be less than or equal to 1.SS vhere s is the allovable stress of shell saterial

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'ARGNTIS, LUQDV.S z~~&-(o-WANwo(DESIGN INFORMATION TRANSMITTAL CX SAFETY-RELATED C3 NON-SAFETY-RELATED DIT No NM-002-0 CLIENT a a M a~k Power Cor oration STATION ine Mile P oin t UNIT(S)I PROJECT NO(S).1-10 SUBJECT Und er round Diesel Tank fags~of S.Raupp<<29 MODIFICATION OR 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 IDENTIFICATION OF THE SPECIFIC DESIGN INFORMATION TRANSMITTED 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 Mllltll IA 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 CI SAD Reviewer's Signature Date O E SOURCE OF INFORMATION 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 Rev.and/or date~~

c C S Zc~k.dt SAMEIIT" LND<DESIGN INFORMATION TRANSMITTAL DIT No.NM-002-0 PROJECT NO(S).8103-10 Page of IA OS CD CC CN cR O Q E O M 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 be 3/16" fillet 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 distribution on the tank and increase factor of safety.against floata tion.7.Nominal size hold downs may be provided to hold the tank in place during construction and eliminate the possibility of floatation.

~~CAI:C.Eo RZV.PAGE.OF.PROJ NO II'o 3-1 0~~

PAG8 dp Calca.For Safety-Related Non-Safety-Related Calo.No.$g g/()3/g Rev.Q Date Page g'7 of Client ProJect pro).No.g./+3 I O Eaulp.No.g~Mi S l~+(p)FEvr 5 roil/c>Prepared by Reviewed by Approved by~~@7-tFiCW i i~VS Ar E'2'PO+Date Date Date g~rtL r 0 MAA'IHC.f Wnl.8E i~EGA/cyg iwZpgcA z P~Ez s 4 cY~I~DE<(c<g~pi~~AD e~/ds G~~)<~)~ash 2~i~gi~Cg~<l I~~gyq 5j!~Q~g Lysi++~AM~e~k~s 4>>+~f LA c'~~~+~t~>4j'~ol 2e Sgr<~&pi 0 C go~Jy (Sr'e cVcs~~E-S~nn c Wktss g~/opt+gi<J peer clam af cgltq or cP-p>g~sI (/+p~5)PAAzy~g/M5~0'~4 c./5 g

rAGE~4 SAHGENTS.NNDV Calca.For Safety-Related Non-Safoty-Relatod Cele.No.g.g 8/gg lO Rev.g Date Page gg of Client Pro)ect ProJ.No.8/p t D Ectulp.No.Prepared by Reviewed by Approved by Date Date Date Ocr~6m c

PPGC~p N a Pc hZ C.saaGEmN I.u~oV SNOINIKSAQ Calca.Por Safety-Related Non-Safety-Related Page of Rev.~Date C lo, No.S'.Z gtOB-to Client Protect Pro).No.g Jyp CC)Ectulp.No.Prepared by Reviewed by Approved by Date Date Date

SABGENmtLUNDY SNOINEBAS Gales.For Safety-Related Non-Safety-Related Calc.No.P p gfO'3-Q Rev.Q Date Page 5 0 of Client proJect Q/rJ Pro).No.p)03 f~Eaulp.No.Prepared by Reviewed by Approved by Date Date Date D I P>GE<~Calca.For C-C-~~C~>~C-~c sr~~c..Calc.No.g,2 g/03~Rev.~Date saowartraa Safety-Related Ncn-Safety-Related Page S/.of Client ProJect ProJ.No.g/P3 l~EaulP.No.Prepared by Reviewed by Approved by Date Date Date 8'?O E

Client ProJect Pro).No.ppcE 74 ttNOINSttAN Calca.ForSafety-Relatod Eaulp.No.Non-Safety-Related Prepared by Reviewed by Approved by Cele.No..Q$/43-P Rev.Date Page~g.of Date g 2 gg Date Date (g)R e vision o Qo Ic Locrd 5 r~s)i tc~4~Lnadi~"p~~l~N~-'vol 2-.F~q~f.~2(~,gi~~l V-'7>7

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~~r~~)I I~~4'I I I I~~~.I~I I e II~~'~III~I, I~I~I I'I I~)~~~~

~~pgon KFHHEDv IHDPLs pp (,Q 7 g 9.i<.]988 l5?19 P.i'o F 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 FO MITY.OAl(T No.3>TQ'9-12-88 CORRECTION DURING CUSTOMER INSPECTION, THIN SPOTS.WERE FOUND ON ONE HEAD AT THE BUTT WELD JOINT.THE NOMINAL THICKNESS OF THE PLATE IS 1/2"e THE THIN SPOT TS APPROXIMATELY 1" WIDE AND ONE FOOT LOhG., 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 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.

~~li.z (g'/o3/~)UALSa R5~REV.PAGE~~~oem OP~~e~ei 5S'RO@.NO..glo3-I~.ge+~Ce APPRN'Fb aV@el ACCEPTED BY AI 4V N/A JNTC N/A~~

l'l c.'gQ.<.S'Zc~.&-g-IH+t-C I BNQINttSAS Safety-Related Non-Safety-Related Calcs.For~~/~/4+p~m CP~i Calo.No.g 7$'/g3 I+Rev.0 Date Page 5'g of Client Project rV~Pc 4/inc Prof.No.g/gy~~Eaulp.No.Prepared by Reviewed by Approved by Date///g/Date Q l Date one n~i~6'b fC ycv js o/4/a<a o~+~'$car issve n/gs.ra~~g f cn'6~r//'C y~oiu(g 9/~b~sea!I v'(044

pWCE'5 Wr c.Ci~L..N C~6~~d-D-V~e lt'-~I SARCBITmfI.UNOV SNOINSttACI Calcs.For~5 o/Ale<Co~Safety-Related Non-Safety-Related Calc.No.g.Z Rev.~Date Page$7 of Client A'H P~ProJect A r~4 Equip.No.Prepared bY Reviewed bY<I g.-~~I Approved bY Date V/g g Date Date$p gee+8-99 Ap y~~~~Wl M~</~up wc'>.S~c<O,g$(d'-5'c4~w'z)~.~c o'~A oy 4/'Js.~e~y~A~lg Ac-I,~'//~e.du~+o 84~p<<>>~-c Su+~~oy gA wovcrn gn Des/+P+~<eic ay loksm~P AA4=Q7p.7'-.su.,~e~c">~W.g%%d"~'-Py/cnv c i~iiccncs5 rcosa'.Zp'5 o go 6 A Iu~.s~cc~pPZ/, O o4 g/

SARGENa'UQOY C3(SAF ETY-R ELATED 0 NON-SAFETY-RELATED DIT No N"4-002-1/.NO~S~~~-0-8&cl DESIGN INFORMATION TRANSMITTAL CLIENT Niagara Mohawk Power Corporation Page~at~STATION Nine Mile Point PROJECT NO(S)8103-.10 SUBJECT UNIT(S)e T k R Rauoo-24.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.IDENTIFICATION OF THE SPECIFIC DESIGN INFORMATION TRANSMITTED 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.)

CO o cv 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"@~OS.HO.3.Tank Heqds: Flanged Flat Heads with 7/16" minimum thickness.~~

V K P1 o Q E SOURCE OF INFORMATION SAD Revi er'S nature Date Other Rev.and/or date Report no.N/A N/A Rev.and/or date 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

PHAGE 77 Ez~~S 2~-D-8N~csaROEmsLUVDV l~N N PROJECT NO($)DESIGN INFORMATION TRANSMITTAL DIT 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 be welded using 5/16" continuous fillet weld.7.Manhole: Shall be welded using 5/16" continuous

~~'illet weld 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'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 as for the safety-related fill used at the lower region.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.~~

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~~SARGENT'-" NNQY phd E IF STRUCTURAL ANALYTICAL DIVISION~NralNRRAO Ca>CAJUN'I c Cc Gales.For Project~/rtJE Wl~&&~AD 7=~Proj.No.E/~3-~+.8z~.-0-/Ap/Qoj Calc.No.F-2 8'/o3-Jc'ev.~~

4'ate Page 4 C of C C.REv 0 TABLE OF CONTENTS Pacae Analysis/Design Control Sheet Computer Output Summary Sheet Table of Contents A.J/~!+e.sg n F Sly~~<5'ge K.ZLr5 1,'$(~ho" S 47 D~gg~4 Zo d o~>~y(@g g(b)2.1S'gg/c c'o~4 p ho/r dye.J S S.s//:/co8Mw 4o.gg P~e n c~5 A3 At/r~, c>~~4'+an P'l~~5~<PovcE5~~'-4-$p rf$0+0.I/g'$4geyg

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~tNOIN SEAS Non-Safety-Related Safety-Related PP,(f J~)f>c-C.c".>zo~Gale.No.g.g/Qp-lO Rev.le Date Page J.of Client Pro]act ProJ.No.P i Q g-i Q Ectulp.No.Prepared by I Reviewed by Approved by Date 2, g Date Date DrsIQN oF ON LThe 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.8.QE..E(c, Iv QUOTA bib,, OF 7BPV k.=t o (.T.>)S4 W~"j-cl;--C4 E n~O~gjwn 1~4>E.P TH OF-~etc K.;gpP f~4-5/~M QV>~level'r~,'de p o4d~~ai~f P S+.Eui I Cern~grktl

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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 Soec.Noi Date: A B EquiP.>f))f$f L TPP'ipe Liar P Kqssipe.Doseripr ion: Qo soesle Seseripr ion: Sssbsgseess I Node I PIPSYS O~o Internal Pressure P~0 Psig V APPLlED NOZZLE LOADS GEOHETRY AXIAL LOAD SHEAR LOAD S'00 0 Vce 707 Ibn VESSEL HEAN RADIUS Rm~4f I 6 VtSSEL THICKNESS T in.SHEAR LOAD 707 NOZZLE RADIUS r'2 2-5 in.TORSIONAL HOHENT g s in-lbs GE(NETRlC PA!UNETERS CIRCUMFERENTIAL HOMENT Hc o 2 6 f 7 Lf.LONGITUDINAL HOHEHT~.HL 2 6 f 7+in-lbs HULTIPLY AND ENTER ABSOLUTE VALUE OF RESULT Y n IS/0 s (s.sss>'--0 4-0 f STRESSES (AT LOCATIONS A B)READ CURVES FOR CALCULATE so se sn m sn Ssi Circumferential Pressure S r s Sum of Circumferential Stresses ae a Nx 27 P 552'T-z.&0-;->~2.o s-3 50 swiss-4.53 0 SP$.$0 1 5 l(o 076 0 gq64 o p6g2..o isgc,o ISsS 0 tl779, o pq64 o"x H I'R b Hc ps~si53 0 Z245.o N$50 d'0 Longitudinal Pressure Stress, Po R/2T l>S'6~o 438'o 43 o Sum of Loncitudinal Strisnoe Due to Torsion 2ers T 0X w toggIt o l((l,7.o Os Due to Load Vc Due to Load VL Sum of Shear Stresses Vc sroT Vs o 3 2-0~0 sss+20~0 3M~0 (>oft4 o Haximun stress should bo less than or equal to 1.SS where S is the allowable~tress of shell material

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SARGNTS NNDY DESIGN INFORMATION TRANSMITTAL CK SAFETY-RELATED 0 NON-SAFETY-RELATED DIT N NM 002 0 CLIENT ara Mo awk Power Cor oration STATION in e Mile Point UNIT(S)1 PROJECT NO(S).10-10 SUBJECT Under round Diesel Tank Page 1 of To S.Raupp-29 MODIFICATION OR 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 IDENTIFICATION OF THE SPECIFIC DESIGN INFORMATION TRANSMITTED 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, 1.Pl a te ma te rial: ASME SA-28 5 Grade C A PAGE.4~..Or'...2.Thickness of Cylindrerical tank: 3/8" PROS..HO.~)o-Io 3.Tank Heads: Flanged Flat Heads with 7/16" minimum thickness.
ED co C)n SAD Reviewer's Signature~iy/g-P Date O E SOURCE OF INFORMATION Ca)c no 8~2 (8103 10)0 Rev.and/or date Other nf>Rev.and/or date DISTRIBUTION S.L.Chu" 28;S.J.FanS-28;S.Singh-28;Original: R, J.Netzel-29 P.K.Agrawa'1-28
~I I 0~~~~4~~~~~~~~~~~~~~~~~~~~~~~~~I I I~~0~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~0~~~~~~~~~~~~~~~~~~I~~
phag b>SARGENTS.LUNDY IINOINSSRH Client Pro)act Cafca.For Safety-Related Non-Safety-Related Prepared by Revfewed by Cafe.No.Q g g/~3 Rev.Q Date Page g 7 of Date Date Pro).No.g'/Q 5-/O EOUlp No.Approved by Date gzv'i s(u+ZUSrIFI C A-Trot>(~)g&Vr X rDrV CO~AJE'gal>'A'O+Fez c M+4 TILL.+~A.gp r~E~n/C)L.rn/DIP(CA 6 8+pP($4 CYZrAZ)E'8
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SARGENTeiLl}NDY SNOINRSACS Client roJ Calca.For Safety-Related Non-Safety-Related Prepared by Reviewed by Calc.No.g.g 8/gg-lO Rev.g Date Page pg of Date Date Proj.No.g/3 I g Eaulp.No.Approved by Date g<~6m c 6 a 4g E g Q (Qangc~u'~
/'D'I<-37S K'5-0 3+2./89 e-/4 A-ll~-8/e~~~j~s=I3.7<5,'sm E.~i//9</gpjn<245 (ills 3 z'h&he~+rci'e-gc
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SARGENTSI.UNDY K NO IN 8 SR 6 Calca.For QP C a+'M~fiick~Gale.No.3:7 9tOB-J>Rev.~Date Safety-Related Non-Safety-Related Page of Client roJect ProJ.No.g/yQ f~Equip.No.Prepared by Reviewed by Approved by Date Date Date Wc.~Hie 4-p n/ops/e~cAA~U~~/MA dig~vm T.~c LR.~<oven 4.Vv=~Sokllo=4 q IbS
SAHGENTmlLUNDY Gales.For C (PfC.C.'.a C-C-~~-signai-~~~Calc.No.P.g gf03-Q Re v.Q Date Safety-Related Non-Safety-Related Page 5 0 of Client roJect Q g IJ Prof.No.P J Q3 f~Equip.No, Prepared by Reviewed by Approved by Date Date Date pg-
Gales.For LC~NC~5 C 6'&lrreu C.Calo.No.P.2 g/D3-to SARGENTef.t.UNDY SNQINSSRS Safety-Related Non-Safety-Related Rev.~Date Page S/of Client oJect pJ~Pro).No.g/pp l~Ecfulp.No.Prepared by Revfewed by Approved by Date Date Date
I PQE$0 SARGENT@LUNDY SNQINKSAl5 Client ro sect Pro J~No.Calca.ForSafety-Related Eaulp.No.Non-Safety-Related Prepared by Reviewed by Approved by C lc.eo.~2.$/03-4 Rev.Date Page~+of Date g g gg Date Date go 1c.Lope s J~ski t'c~h~(g)Revisioe o L~adigg"psv'Ckl~NN'>I 2 k'Q
ppti>>Gales.For Calc.No.g (p3+y$ARGENT5l.UNDY RNOINRSAS R@v.Date Safety-Related Non-Safety-Related Page 5 of Cllertt PI'oJeot PioJ.No, EctIIlpe NOI PrePared by Reviewed by Aggroved by Date Date Date Q~lccJ+g r'e J.LL(~0(l-'lew.~Md s ig p~Ka.g.s4szx 5/2 8=(g~g.ib>~r
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FRDH KEHHEDY IHDPLS g,(,g 7 g 9~12.1988 15?19 P~/JEST 0 yllqpg Qggp~Ho'+~~0-YD TA>++I F NENHEPY TAt4K 4 MP~, CA fHC, 15$E Sl(HHI'lR, AUf, JHN/IOlPOLlg P4</r~kf P R OF 0 FO~R CHAPtER.O OF Q.C ANtNt.(;g y gag gg NIAGARA>>MOHAWK ORDPR QO.658S jTEN NO, O1 FO RMITY, UNIT No.GORRECTION
'9-12-88 DURING CUSTOMER INSPECTION.
THIN SPOTS.WERE I',OUND ON ONE HEAD AT THE BUTT WELD JOINT.THE NOMINAL THICKNESS OF THE PLATE IS 1/2".THE THIN SPOT TS APPROXIMATELY 1" WIDE AND ONE FOOT LONG, , 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 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.
r.z(gyes i?SGSe Q~REV.PAGE~ee~~e e OF~eee eee~~e 5SROJ.HO..B lo3-/~.ge+~ce APPROVen aV act ZCCeI're'n aV A J.av N/A JNTC N/A
PA.CE 7$SARGENT@LUNV Calca.For~y//~~~/Vc)rt~n 657~r&-D-Ir-kN~c Cele.No.gp$1~3 lo Rev.0 Date Safety-Related Non-Safety-Related Pape~g of ro}ect/v///f<~,'/+o.~]'repared by~+4~Reviewed by Date//g gd Date P}Pro}.No.8/gy}~Equip.No.Approved by Date o C e/es jg o/ri/anrao+~
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SABGENTmlI.IJNDY Calca.For A/d4 (on.HC.S~~&-&-T~N~c'I Calc.No.g.Z Rev.~Date SNUINRSRH Client/V 81 P~Safety-Related Non-Safety-Related Prepared bY Reviewed by 0 I, gr c/Date f/g g Date r Page 5 7 of ProJect~iong-i~Equip.No.Approved by Date$g dA~~i//>~st~~pgCs.S~ca>3<'/'9D=(@5'ug~nd2)cyy',<c Z<~of g/~Jere~Ma s A+~P H~//r~J l/rpo O I CO p rrSSu<<
P>GF->>C-Md, K~.~-Q-)SARGENT a'LUNDY~SAFETY-RELATED 0 NON-SAFETY-RELATED DI T No.NM-002-1 DESIGN INFORMATION TRANSMITTAL CLIENT Niagara Mohawk Power Corporation STATION Nine Mile Point UNIT(S)PROJFCT NO(S)8103-.10 SUBJECT Page~of~R Rauov-24 MODIFICATION OR DESIGN CHANGE NUMBERS(S)
...A~Preparer tr tease 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.IDENTIFICATION OF THE SPECIFIC DESIGN INFORMATION TRANSMITTED 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.)
Cat CO Ct e C)etc el 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" p>OJ.NO.3.Tank Heqds: Flanged Flat Heads with 7/16" minimum thickness.~~~~

SOURCE OF INFORMATION SAD Revi er's S nature Date Ofhcer N/'A Rev.and/or date Report no.N/A N J'A Rev.and/or date 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 INFORMATION TRANSMITTAL E 0~E~PROJECT NO(S)DIT No.-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 be welded using 5/16" continuous fillet weld.7.Manhole: Shall be welded using 5/16" continuous fillet weld 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 2~3 A ASME Code Section III, Subsection ND, 1986.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 (CO I O O CL 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 as for the safety-related fill used at the lower region.4.~Water table elevation is assumed to be 255'-0".5~6~Welding is assumed to be spot radiographed.
Nominal size hold downs shall be provided to hold the tank in place during construction and eliminate the possibility of floatation.
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g%NAIA ARA P+CE)3 26880 gp~~P C CA.LG.hid, S2.D~Q-7 t c NIAGARA MOHAWK POWER CORPORATION/301 PLAINFIELO ROAD.SYRACUSE.N.Y.13212/TELEPHONE (315)474.1511 t".)by December 21, 1987 Sargent 8 Lundy Engineers 55 East Monroe Street Chicago, IL 60603 Attentio~:
Mr.R.J.Netzel Senior Structural Project Engineer~c;II~C~~~~-'+'
r(oS/"<<o.75
~~~~Subject:~~~~
~~~~Nine Mile Point Unit 1~~~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.
ERK/djm Enclosures xc: K.A.Picciott R.F.Oleck, Jr.Very truly yours, NIAGARA MOHAWK POWER CORPORATION E.R.Klein Manager-Nuclear Projects
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Calca.For ra~v~~s z c.'-Tdxk.Calc.No.g.2 f/p$-/0 SARGENTmfI.UNDY BNQINttKRS Safety-Related Non-Safety-Related Rev.~Date Page g)of lent Ject ProJ.No.M(03 I D Ectulp.No.Prepared by Reviewed by Approved by Date Date Date F-f(4.Ave.~ss~co (rQ'o>~g~~ki vK~'ma s S t'~un i'ic, Its Sum cz 4c~4'(I/v'sex">2.F lh df Ai<~Q f l cc,[$~a cS f jc yr asS ji lc i>>'")s P:Pm (5;as'r()(ialh 4~~S 3~$Yoa"]&ih~Q.aia=.(i Ihi.um&s)Tm addi 4oa Ihm~is y, Iu~li'mal~acs oLJ'4.pc~I/2 0PtaI Foot Valv~~o('t4uv'Id'.fd.is g~cl-2, 4 s)ca Qptd Gita(gw2 c 5 E (C~icE?SIa4sa G.~~o A>3)Ma~A I'Ir7 lu~rccl (can cc 4 a&~af)~as s Ger/~cia ua-4
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'ARGENT".cs LUNDY P+GP Jot ggk.0 s zd'--io-ANY c'I DESIGN INFORMATION TRANSMITTAL SAFETY-RELATED 0 NON-SAFETY-RELATED DITNo-~n7-Ol-t CLIENT Ol I C STATION.~I nc P7)(c I')~g PROJECT NO(S)FI03-(0 SUBJECT)e)~Mn+Or 4 c:~~g UNIT(S)To~S>tu c,g 5AO 2~os Page I of MODIFICATION OR DESIGN CHANGE NUMBERS(S)
Preparer tplease prrnt name)Division Preparer's signature Issue date STATUS OF INFORMATION (This information is approved for use.Design information, approved for use.that contains assumptions or is preliminary or requires further verification (review)shall be so identified.)
Tluo'i vv a'4o<<5 a'Ioyredac'Z+l use CO ro Cp IDENTIFICATION OF THE SPECIFIC DESIGN INFORMATION TRANSMITTED AND PURPOSE OF ISSUE (List any supporting documents attached to DIT by its title, revision and/or issue date, and total number of pages for each supporting document.)
ITu 4alloa'>>~cJ.c 4 utojcalor Ll>T no.rvrrr-60(-o War'0>>+e (lkll S lp&oA cL (oca ha o g io$r Q~g mayor>>oi I)4 D R>eroeo'cAI grrcaes Q Arcacoor~eel 6 lP llar+r~C~+@e ccarar oD-~lp v.0 L3q 3)Ti+ek>>eu(rL Io~>>',eA 6-O 44~p~ka rl)/I~cM~~I<<d;,')), (4 Hs-DD+r k loc&ZliM he~wd SOURCE OF INFORMATION Report no.g/Rev.aa4C~~Other a e 2 c,~Dl7 Rev.and/or date DISTRIBUTION gef+-is
PACE/o3 gEv.0 C CAL<Na S 2C~d-Y D-%RHINE'C I DIT No.-~~~~M a SARGENTI'LUNDY (DESIGN IN f QRMATIQN TRAN$M)TTAL~o so PROJECT BIO(S).~D3 i D Page~of~5)IUov~(.e Loa(O<A4L/Vo~~c.s=Ho~vwl~lo~QQQ Irwin-F45 AX&F P..<S,ODO iud Qoam~Sa~s~IOOO llos IO CO I C9 I O ca cv e 0~up,~of Z$.~~4.~;I~Z)4.~-'P.'J'.Q NrnF'C.3 P 0)To Se4(Q 5)CA(.ciao.Ja~(ooa ciiu~~n
Pp c C lo"f SARGENTmfLUNDY ENOINSttRd Caloa.For ai e Calo.No.Rev.Date Safety-Related Non-Safety-Related Page of Client oJect ProJ;No.Equip.No, Prepared by Reviewed by Approved by Date Date Date Woiu-(pag ig+fgv t'ai<'r Fi4~~<O$i M--C-I.Q P"+T--i SIg lr
ppGC Jg<C.A-e.S2C 4---fO-P a~])AC'l-v SABGENTNfLUNDY ENDINSEAS Calca.For Safety-Related Non-Safety-Related Calo.No.Rev.Date Page+of ent Ject Pro).No.Ectulp.No.Prepared by Reviewed by Approved by Date Date Date'FMR 2~u Z4 4 Id~,nggg g,ii~p Y./C/~rg+2./Y~jars~u 2 (fl"l l,~i i.f': l.'2 gi>)++Uzi
j'h4C lo7 SARGENT ail.UNDY RNOINlSAO DESIGN CONTROL SLIM'IARY DESIGN VERI VICATfON PAGE 1 A)Mf'C.C.RI C..QO, S?0.5-YO-TAQWOX PRO.IEcl NA~II'.hJIQC.HILL RIIQT-l PROaVcT Nn.al oa-Ia I'ul NO.g CI.I ENT~+P'C CALC.i<0.&Dl'.SCRI P'I'ION f4@SEb-OOI CAI.C.IrOR DICCeI F~eI cIL PII'I<6 W>T~~SAFETY RELATED Q NOX SAI:I:.TY RI'.LATVD" I Z.o I-5 1(~F414<Co~~." WH~~/~~+I H~m 9, S.~/I'C C wz&,'-Le@/~/I~s g~(f REVIEli METHOD D-VPI I Cb lgfJIEd~~5ct=I yrOII//Gu@
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JEST 0 DESIGN CONTROL St:%1ARY DES IGNi VERIFICATION PROJECT'NO.flD3-IO CNTT NO.PAGE~Q OF CALCUEAT'ON NO.iJO1-5EC-ggi Cd fAl (4 t~Cd ill t~M O a4 o~C.S~"~p)s 2.2a)I 42~@~g 2 2g~((OC5 Pg Z)REVIEW~METHOD)gg (p~Qg y(g~C'tAt t~Cd Cd)O A)Cl O)'J)REVIEW METHOD'Jt C 0 f K t~REVIEW<tETHPD REVIEW METHOD
SARGENT&LUNDY SNQINEtRI PA(tE 2 OF (:ALCl'LA'l l 0::~M ('AL('.~0.S2D L-Yb-7flPO J N,V.0 DESIGN CONTROL
~~~~SUMMARY~~~~
DESIGN ELEMENT INDEX PRO.]ECT NO.g I OS l0 l.'NIT NO.tJN-SE>-OQ f RE.0 DATE I l-OI-)I'i.5t 5t&(TENt~t/KtcCt fji tat5/-5wtarnaA P/<EXl%4I c5 7+4.2z 2'3,2k lgllti//gA atttt g 2()~7+X*r na I Yt<cc'I 28<pa>>a/FiA-/np, 29)3Q/t>sC.I/an<<t avant/attncn+
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SARGENT a.LUNOY RNOINERAS 1)0 N Mf'c GAt.c.IVlr.S2o.R-Y-g o L,'u DESIGN COX<TROL SL~I~LRRY ASSUMPTIONS AXD PROCEDL'RES PROJECT NO.$P]310 L'NIT'AO.PAGE 9 OF CALCL'LATIOYS
'AO.RE'V.0 DATE/2+~" f, 7t pigq W ILL 8'6 10651cylo&o 70 7H (@0>14<cNTJ 0 F ASH~~~c<iou ZE F~e Of~av i~rTH<awgI AruQ J S~rJn1ic-J.0AQS.SDS-gpg,g~~g g~g.g gg Fp<QE;Arag 6 4$>~mr 7 iorUJ S E<7aC N0 g9y C~D4fr A7 ieA3, pQ/v7 P/f 4'jflpQk75 NIL-c-<c=PS~14rJDD 7 0 7H Q gg cpu)REmc-wv'J gr-C)ld C.g~" p 8]zjn]v:-pg gfv4g CS~/Idc/f+/7r>A/5'/UD+Is c-&t-L-Ar Eg>i)p g~pg+gn)T g yUzL.L.gg/c~Ac'WASE 0~Mr%&CIAO Qgppg p~g ggDycgyg~ore sr't cr f-Wc: LA<<U g+ltCAvren) 8(rtPA444A HOrtluiX./PC QA4~g g~cv7-S.<i'Mf.cess/7ro~
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FORM SAS 22.7 REV.I (7-23-85)SARGENT~LUNDY DESIGN CONTROL
~~~~SUMMARY~~~~
DESIGN INPUT DOCUMENTS PAGE 5 OF CALCULATION NO.Nns sco-ooi-DESIGN INPUT DOCUMENT PROJ.NO.~REV.<7 DATE/E-o-2Il UNIT NO.~DESIGN INFORMATION AFFECTED CALCULATIONS z Q Vl NO.DESCRIPTION SOURCE IDENT ISSUE DATE DESCRIPTION STATUS DESCRIPTION CALC.REV.PAGE NO(S)Q D oz~C 7W 8R<Eo Is/L r/I 7 g g/5/gL.yWE szeem7'gal.eeAriO/L/
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FORM SAS 22.7 REV.I (7-23-85)SARGNT~NNDY PAGE B.l OF CALCULATION NO.NH-ScC-owl DESIGN CONTROL
~~~~SUMMARY~~~~
DESIGN INPUT OOCUMENTS PaOJ.NO.I~-I REV.O DATE IZ I gg UNIT NO.~DESIGN INPUT DOCUMENT DESIGN INFORMATION AFFECTED CALCULATIONS NO.DESCRIPTION SOURCE IDENT REV.ISSUE DATE DESCRIPTION STATUS DESCRIPTION PAGE MLC.'O(S)()Z DRgLCD PACYAC+CRIAQEu.VENT'IP C g(~(ay guppy@~u~1~I/'5uPRDRT DESICilJ OOI O S5 STATUS-VERIFIED'NVERIFIED'AELIMINARYe, ACTIVE>INACTIVE
PB(>E Ilf@PARR'Phlc.
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~~~~SUMMARY~~~~
, SARGENTS LUNDY COMMENTS PROJECT NO.~0-lO CRIT NO.I PAGE&OF CALCL'LATI ONS./VM-6 DO i REF.0 DATE P Pl'0.COMMENT 58)S~rC tnl~V'aCSieeg r=POm alai t"./S~IOCded USA>FiSO DmI~~~~~7 dP 7>t 0$OA<A/5 C-0/V~IOE'PC 9 Q~I f IC I'/V'I g T A'gNFlPJEAJ 7/AC TJ/43 EK/Or'"'Py NlÃ4/+Il H b+49X'h@e SgguCA/l5AJE nrKO n)OT g/Y/lCCSF'E.mEO, Ql5N~g+Ti 585/Y1AD5/P&Pi86P ME/3 O A3 FA.C u>e>>v W<~7.<r<~<unuuC~/i</<<-$~2-
tp sf Il5 P!Pc cALc, o.Calcs.For Pg SARGEHTSLUNDY gi i I)vtq<Cafe.No.NM-5'.~)Rev.p Date Pzt, gy Sao f, Vb TAQL 0<gf V 0+Safety-Related llent P g gQ 0$Q'N I>N)iB I d]QT UPI-T-I Ps'oJ.No.Q)03)g Eaulp.No.Non-Safety-Related Prepared by Reviewed by Approved by Patte 7 of Date P/g/$j Date g.4., gg Date5-g-!Y p.rpos<'o desipv<he t,uriel PI pi<'i'ng ke+~een t.he new d ie.se.l gue,l oil<olnRs t'o<hc<YClvis Av puvn fo 5.l.STAf~DAPD S DS-E<40 Aev l 2, Rico>>vn 8>ol83 Pvoi~bc,e)UvlolevgvuunoI ShgvOoje o k'BV<5eot, Flu(Ust I f 5$Vent PCp<.0 k Eviulvovi"n6'Ht 0 I 5oy.Pebvo le u Yore(5+a&C Con eyMqtl'D~leal eQ By Prof, Dl, Ineo, A, liLCXM L DUEL, 45(nE Boi1i.l znJ Pressure Vess<f 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 S qadi 5'e~u~~ey I C<~~0 Pl<<g~'Q g$
f/1/e6 JI5 SAHGENTEfLUNDY Calca.For~i (s Calc.No.P&-C10 00(Rev.D Dale 5/~1'1 HPf CANC.QO.S20 6-Y5-AQlC l hC v v Safety-Related lant QQQg,Q fA gHRLnl l~)n/C YiLE I'0 Al 0 IT-I ProJ.No.Egulp.No, Non-Safety-Related Prepared by Reviewed by Approved by Page g of Date 7 Deie S.).5111 Date'5 2$.)g ASS lj r/1 PT1of1l'.g l e rUg(nS t e~],erof, are wl ll'Ao<vc1 vy Fvo~7 o'F le+loo'p The coeR1'c1e.n't oE svl cjvoj<V<<C41vv1, Ho, w1ll ko LC fC/0 pa 1, from re/(o PQDl6 QUv 1//e,ll co~pqc4<o/
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Par.c-'I7 SA AGENT@LUNDY Gales.For'l (nf.Gale.No.PPf$[Qg~Rev, 0 Date S/g f f hlMft:~LC.ADD S2-0 C-YG-7AVLOi h V" 0 Safety-Related Non-Safety-Related Pago g.of llent 4 R OH RŽProiect N)g-/RILE P>IMT Pro[No 1 g9 I O Equip.No.Prepared bY Q, g~IVlDNP E-Reviewed by Approved by 77 Date Q.Q g.'9W Date 5,$.85 Date 5~3r)Y gpss vs VAU LT5 DyE5gg 7l/EL of l LltJE I/2.pg~st-'}-)0&Gv B.5>~Iav t-u u4i'ng$o>SC4 90 reku~V ll ta5 lo'0 Fust OiL TRAN
pp C, E llI SARGENTS,LllNDY CAic.0 Szo.(o-Y5-TAdK.Oi Gales.For g tly')to Ve (Oi t ke.Rev.Date/-".i~/CLV.g Gale.No.jlj4f+~-g,"/
Safety-Related llent gl Rg RA RP gay bJE.ALE POthJT WIT-I Pro).No.Q(PQ-(0 Ectulp.No.Non-Safety-Related Prepared by~g'.'i u Reviewed by Approved by+P Patte/0 of Date g-g/Pg Date 5.J gg 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=~t Lh Yle=-2>8 a~+i L~L(K+i+~hl VQ=Vc Xc.t 6 gFI: I-g=A NB L h
Ppgp Jl'tlJHFt<AL.C.0.S>O.L--T A)/CO Calcs.For SARGENTNlI.UNDY Pgv a Calc.No.p/ff-r,ED-QOI Rev.+Date5 P, fg KNQINSBAS Safety-Related Non-Safety-Related l age Jt or lfent)gQPg.fV1ggqtn/I+
ro)ect)L-PP f PJT VAJ I?-)proJ.No.g g3 (g Eaulp, No.Prepared by Rev(ewed by Approved by Date 9~1/'ZQ Date g, g,,S'g 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 in 924 924 924 924 924 924 924 924 924 h in 24 36 48 60 72 84 96 108 120 132 144 0.026 0.039 0~052 0.065 0.078~0.091 0.104 0.117 0.1-0 O.143 O.156 1.026 1.039 1~052 1.065 1.07S, 1.091 1.104 l.117 1.130 1.143 1~156 lr N 0.0222 0.0219 0.0216 0.0214 0.0211, 0.0208 0.0206 0.0204 0.0201 0'199 0.0197 38.53 r'5.71 19.30 15.46 12.91 11.09 9 7-8.67 7.83 7.14 6.57 REACTION AND FORCES IN PIPE L ill 924 9 r4 924 924 924'924 9g4 924 924 924 h 1n 24 36 48 60 72 84 96 108 120 132 144 Ma k-i n-4 57 15~55 S.85 5.72 r 4.02 r 2.98~2.31 1~84 1~51 1~26 1.07r Mb k-in-1.708~-1.125-0.835/'0.661r.
0~545-0.462--0 F 401 A new 0~~w~-0.315-0.284-0.259'c k-in 0.855 0.564 0-418 0.332'.274.0 233 0.20-O.179 0.161.0.145 0.133 V K 0.003~0.002 0.001, 0.001 0.001.O.001.0.001 0.001 0.001 r 0.000 0.000 H K 1.511~0.463 0.202 0.106 0.063 0.041.'.028 0-020 0 015 0.012 0.009 r
Pggg gy M C ALC..k)O.%>D(-YD-TAUM1 P J/Y(e f/'/I l Jl<<JQ SAHOENTSLllNDY Cele.No, QWSgl3-p~f Rev.Date<.'~SNOINSSRS Safety-Related Non-Safety-Related Pape/g of lent]g P,Q gHQ~Q ProJect)QE Q)LQ P0)f/[tjg fT-Pro).No.'g)03 J g Ectulp.No.Prepared by Reviewed by Approved by Dateg/g 6)g9 Date g, 5,Pg 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 100 F Et=6.07E-06 PROP.FOP.2" Sch 80 PIPE FOP.THEPMAL EXPANSION ln 924 9<<4 924 924 924 924 924 924 4 924 924 h in 36 48 60 72 84 96 108 120 132 144 0.026 0~t339 O.052 0.065 0.078 0.091 0.104 0.117 0.1-0 0.143 0.156 1.026 1 039 1.052 1.065 1.078 1~091 1.104 1.117 1.130 1.143 1.156 0.0492 0.0486 0.0480 0.0474 0.0468 0.0463 0.0457 0.0452 0.0447 0 0442 0.0437 38.53 25.71 19.30 15.46 12.91 11.09 9~7M 8~67 7.83 7.14 6.57 PEACTION AND FOPCES IN PIPE in 924 924 924 924 924 924 924 2 924 9<<4 h in 24 36 48 60 7 M<<84 96 108 120}32 144 Ma k-in 76.69 34.49 19.63 12.70 8.92 6.62 5.12 4.09 2.79 I7 Mb k-in-3~790-2.497-1.852-1.466-1.209-1.026-0.889-O.784-0.699--o.631.-0.574 1~1.A~Oe 0.A~O.0~0.0.0.Mc-in 896 251 929<<736 608~518 450 398-ec6 323 295 V K 0.006 0.004 O.OO3 0.002 0.002 0.001 A.OA 1 0.001 0.001 0.001 H K 3.354 P 1.028 0.447 0.236 0.141 0.091 0.063 Oe 045 0.034 0.026 0.020
pffft.-IS~4 ft.chic.Oo: 5'zo.c.-b-TwWo l fEv O SARGENTSLUNDY SNOINSSRS Calcs.For Bpp~Safety-Related ve)u f~l'on-Safety-Related Calc.No.pJ~S~gpl Rev.Q Date 5./~i Page/P of I BRA PHRtrV Vi--hl Ot:-YllLc Ojv Pl IT-1 Pro).No.Q f g 3-I 0 Eaulp.No.Prepared by Reviewed by Approved by Date g/g8 gy Date Q.g.gg Date+.'Pg.
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LUNDY MEMORANDUM OF TELEPHONE CONVERSATION gtA-sea-80l fb~ce D te a..Avl o I g-Mh.+V Person Called: (Name)/vf Y~Person Calling: (Name)go An Compo~&'o~ op<9~'Y, of (Company)of (Company)project'c'a+~Xc I Project No.Subject Discussed: ~<<+~~t~<~~~e-S'M W~w*~O 8+~5 3~Of@/233 V EXP@W~r P OP&~>-<<>4 8~<'"P.NSe.A~'n S~'e Se~Fc eg cn,4 5+~g 7~~k's~Summary of Discussion, Decisions and Commitments: As v w w'Q>r-/48 cMss~o'4~Je MA.P~=5 v Ks<q~'m u~Es~swc.mo=i gxio~s~'ction;2~~A.~uW an cc: 5, QGc~pp Signature File: u.Sz,ac-YD-7)'-~a~O E~O SARGENTmlLUNDY ~cNQINKSAS lent~W PC Safety-Related X Non-Safety-Related Prepared by Caloa.For P/6'g 8 l gpiLkp/V'r)K FIDEL.Dl~PiPi<C, Calo.No.pg-SQ-ppl Rev.9 Date/~N~Page 3f of Date/2-fl/.c oJeot hl'4C/4K/7'roJ.No.P/ff3-/0 Eaulp.No.Reviewed by Approved by Date I Date 7ho Plloniin~mifcollccncon/ oar~nncn7c c/Js/i'cj cion+lo emorgony ill/c,J~(olr.norcc4r .cl scl hc cl/nct~g&w ccrc.eloge,'P'~ ni S'c~q-~u/ccolccg 7~~~m+4~flPY lOgg ADArrg/~ppFto~g~+rcgcmi r.rUnocjnccc/n'rn Cii o cOrnrnorcion/ pnii*Q c ml/.y-~/o,4c,.(coy/,'~4cin, rc.neoC'l Mor gli-o~niMc.4cVoA//-8-rY)gong(;, J~Jo Ccinr/coCoccn4 Mp jrin c/Ccl/W con'rn nJ Ztg iid44 c 74c hyn-/ice QcoC-/cl cw/oCrnc.n4 Qvo+)cin'/P)r+l.)p//~F.a./4r , C)g k riced l/og 4)orcr'in/.conan wo/c)~ccoQ romani/cr rior cicp g)oV vc/~o)Olfe l/'t nl YelrC)Yo/oc r coen l l)vo>>l ri icr j)4i//pj~cc~~.n+pc~/4j c.9/i/c/n/o, F-AZ H/-C, uc/uz/c't:o. 3-iL/g,/-5 2/i I.(P/" lc ccoCi/rc c f/Co>>/ornon* )cc o'.ngjjc 4(~//cnnWg>7~k&Ac/Cc C/cocii (Ar incco,lioCc"cwcn)Dwa, ceo.icocoS io,scce-n~s I R>Rev~i 7~8~(~o/cA~)c/i/'o~-~A (/~/'ov/~W.~~~/.A.)../5'houri/W.ios ~E c ace~co@gal(8n~i Calo.No.pPf-Sd)-OO(Calca.For Dlg'SgL, G~l.'~47>~C C.QO.S2.t),J-<h-7Rd)CL)J Dv.O Inuc SARGENTmfLONDY Orb f'rr imC WV'J 7<m RevDate/2~/J aNo>eaaae g Safety-Related Non-Safety-Related Page P Q of ProJ.No.9 l D9-\9 Equip.No.lient g M P'lroJeot QW)e.Yf e f'0>~-6 Prepared by Reviewed by/Approved by Date g.~l>C.Date Date II FogHu~5 FOg~TWSS AW>~"T-AlJJ, P~~f<~4'~~>trio~4EP~AL~7is Fuec.or~S'rp~Ac,a r~<s pc<w'o<+485$H4F gb fdnllnJ)VEr54 a s 7<E-p)g f~~cS&YACC~dnr4$.if)gt~~~gSti)72 Pue~irJ~J Zlc I 5 8/80K~WE'RE SE.J.P'/gf4Hg KP'C n4VioD JS MOV A C an1geaA)JF WgaAheb 0R i&OL.TE.CO IM P'LAC.G,~6, J OKQuPirdg Q<AI.I J y fag S rP0l atnHO~L QvlhTIFy feT'CfJ465 .~b<<ry, reef.TioQ AS as~Veh iV~t f'.AcOW Cg~r%nC~<v~gVion): Rfip)gifl ptrg de@(0/%Co2-TT)~0>4 M(M~(DAlbl fK)puevIoU':~~+dc.br,'~o we~i.grum cn>~g~Ei gehcl/=i+7'iin3,'~ od P'kr 4r~dS d nA f4 f"i~c,r~P~stou<</~vs 8 s g~.gp 4 g"or~a 4ipi b i~owt QQ+ri~~4~f (~en/Is<%lpga:I ct~J QLcuf1cE 40+.d.p.4r~: K~4~).Ia 1 M~$1'~u Lc,gl.T+clip i s wc~Pl'.I"'4e rc'l 4 M~rgp~oH Nl C.cRLI', Id'.s20,-7HDwo(fv 0 Cele.No.fdfT)-SC6-l)OI Calca.For&854 L%~<+A>0l2-FH EL.g IL SABCENT@I.UNDY SNOINSIKRS Pig)N C, Stf'Zv<m.Q Safety-Related Non-Safety-Related Rev.0 Date fL;02-l'I Page P 3 of llent hJ&I C rotect gfhJE, PILE pro).No.ft b3-lo Prepared by Reviewed by Approved by Date+->I-~Date Date C4rn rcrrzcrcZ r Kcrrcrc.n A rrrr&(cnzc)7rcrnzczb c)Ha)c rrczz)n Iclncj z r FHIVLTrOV; plop CpRr z fez t)~i}cz Q gf c c,lust Altfftt,l Fi~zcV.IRVy Commeu2f-IAI ~~50 I~>3)FVt-,'T~AT-THaI=Ah~ fQ.rO 74k~S~IOQ g<FF Ic6, 5>nl Cb Ty, p 7QQ L~ac N t)yl V E,vJE)i S')zO~m..q>u~r (s~Kerr)~1)4)')(mr.s),,;o n-.-, pcrrzcn ccz!+rc prc~4r4 u An)crt'cr're) n l4~L cr.co Gy)AI I@I~i~Vga/q CR~n)(7~~g~IS g~g~rczz corrnszcr*r. Azncs s~c~rz 1zzs cnrcnr~~@rcsrc.w/p2/z.P A-scz1 izccz's.F'=ZQ I-Sl Fl,=.lS(2o).=f6~51 6 I/<m mefl Qw%&It'.d7 F'If PA 955 g~~(3g-lc i)rr-,cr'oo 5z~,$Mz LIFT>>c bbthrcc5 cu,nruAke Pc.I~+%Vga I TQTt I5 tOO FbC fb AI)Dcnc5~, QI I I F7>re&~S)NC+0F-0'~D'TgC Clr)P4 g b I W=vo Al LocO oIJ~ea=2qgP)-T&CCF AM IlI>t-4(C4 HOI.&l~g.LANI/AQg lg Z g~+-Wll,3 2 I4 MoczkAQtk 5 oaIz=~z 7+7 p5p ggglg~eg's ~~f+Ir n))cuu l rncni4r r'rmr cq p (rcs-z c 0 cr'-lz prrcrcrzcrz') z ccnccc err Vu lur c.(lciu, 4)n($c,...n n n5 n;c l'n 4p gurcccrr rc4>;dr,'4o cnz)c r'c rn'lrrl nllzrr)lulrig$4 ,z(nrrr 0 n c)rc r'r~r fzl res 5c~nc, l rl (llsr.r))THI5 IS A,WKQuAm Sl~CE TI IJ)-tS~OT h pPC55:.58K UF5rF< 0 Calca.For Q]g~g Qg~~'Pgt g.Calo.No.QI1l-SFO-g)(SARGENTmlNNDY SNOINttSAS ent Q M P'~Safety-Related Non-Safety-Related Prepared by Rev.>Date l>0'I Patte 3g of Date I L Ol.i Y-Pro).No.P)Q$Ectulp.No.h)ldll, Yll.E'O~PT-L Reviewed by~Approved by Date~g9 Date~It)Qh)&AP7 E vent L, Uc.Aa(a7 (~PP v K 6 6)f erC r>N: SgC<ioP GF alL yvVV SaR Ly')QF{Qg PLl PlCAV wO:~etn~C.iAf. ~Py gyes'gypt C 2$r'~Q 0 PNJ.p>piyJQ~hNh3 P~<LIPR IC Q~>lo PW (P.EF64,<O N8n CAc n)O.EV-Dl&4)~>rA<DTgTi(QkAD ON V~IIL I r II, 5 ge+QHl tg l 3 LC-4 l 7HAL)B4 POQW gg~nt~~ac g~Ryan<w A f%C<0~OF<AF>>Pf of'}$FiaWaAC~gaf4-T OVC~g~5.<g p&.g~L/C"1H~Of 097'0 8 l 56K SEC.Idly.g)glop%vank gatv&(/PHD 5+&)4n Q gan4r)(PAt>iv>)Pr v n4 ev~gi/l (s~+Ivc,)8 O Q E gg~H FfcA~io<: vÃL I<woP-&AL<M~0~ref-~0~fj7ry)g~WP&f.COMPOS I~V gd(lffgg7 R~lqM Rc.v'&Vs&Ha 5(A7 Ago SW Snout.Q BuAinr~g MM.gg.5~O.(.-g-~~~g gev O/'nt t-~~i SARGENTmlLUNDY SNOINKBRS Gales.For Ql~~Qt&J&Py4V Q~~~gf+'R p>v c, gvErn5 Calc.No.N/ll-5-go (R.C D.t J2-iS)f lent Q fyt F'(Safety-Related Non-Safety-Related Prepared by Page 3 g of Date f g.p).lt'g object/fthm g.Hl~P5~ProJ.No.g)g'3-(Cj Eaulp No.Reviewed by Approved by Date/g~Date a-oano Iaaa)a@7&JAI~IyT'oaI (GOnjyiaIykdhg jo)gofaav ya.n 4 (Drat 2~-0am)RIIIÃiok>: an ja yon*y (raas',y)lira r ra<ok no.(a aery)Iaajn/IFIM'rn'aj'joa Majaar y'an4 j I ao lolaj M ay jest.aa~naj,.ar.~4 pr.v q.*)~I.Qo;.)~Mccoy I Dl j l~go nf It/le., Z+t5 sL=tlIlocA-vt,n0 tFj>p~wl k gc~l'cl'aw)In~(o anat ,j 4~k abay jr anj aa Itvj~tomcat L)Yan+I'I b'av a+P (OPno I ja I)'FIIaIaTraaI; fa java t/ad arQ o f 4vjag n rand avi 4 (4~4itFlf'A7'<<'"i> " mP~"+~c O 4 r)J<Pp PIIanr lg, g jl jaavd Cr,4<;~nt (III'oy X)A IV tt'15@);Pl~o4 gC,C&'L~tk'TAtgg Flue.i'QPgf F'g~IOU.'q(~Q7gid(/2,~@gb(SgL4~g~E gj5648 p)A TRfi QXAIV Vggtj'C V~K-.p eC,C,gh'To QM4OQ QCgp0)V WPT<r2.Rn)7IIal I aj 70 7+IJ IC, Caw'CI2 4 N h Ih jaao y S20,4Y'v Qu>t 65v'>nag I<a SABGEN@LUNDY SNOINp5RS Safety-Related Non-Safety-Related Calca.For Q)~gt g~gO+~ff~~'lL P)f>8 C, C9$fC~Calo.No.jVlff-E~.gO (Rev.u Date tl 0%$t Page 3(y of Ilent Q/Vf P(ro)eot fJflJE, gfl&'O)07'Prepared by Revfewed by D t>>-~f tY Date f ProJ.No.Ectulp.No.Approved by Date~mPO<MT'0WQA'POO (CoAfV'su~ CCQ Q)pC.'hi%INLY c~Q I gldf Pkg 56..514%4~v wf~n5~ghtb VRV(~R)7 LoQD()In)A~~f<>ff~A~gfGLE.SEW.Pudgy f gC J&VTf igAth wppNsrka~eon me~RiN)ro pisces. SARGENTS.LllNOY dNOINddRO Safety-Related Non-Safety-Related hJM~C+Lf'.hn, SWO 6-yb-7AXI~D I gpy'Caica Por Velar Pif Sumac jf 68 IWP'alo.No.~+~=2-~a/Rev.0 Date Page Q of lent g P~4 Ill&8t~c PotQ ProJ.No.g~gg Ig Egulp.No.Prepared by I P~J Reviewed by Approved by Date Date/X/I/gg Date Puf PC~;..TD DC~(6%SUPFOIZT FOP Er1ERQEMC:(Dt&c BI.<~CL.Di~...STOVE~~~Tr 0<Ve~PIF'<<6 AT COI lAWkf GIQ OF DIES Et-QCQKRA"zlzz Bui<GI~PaI (Pe.uCal.']DRAWINGWo. F-'l2(9~-C REMI.l 2.'Dao,~l<g QO.F: 42189-g~g.~.3..PPW...S&V>~+~ring..EQuIP~~e. PiPMGCW~PECIPI~T t~J-527&GjglQUELL PCS/Lc D P'hCV464 Pt-J I3 SK~C,HES-.2."VA,POa~e~. OPu-Z.B-OO73 .6t-.Z,a5'-o"~l~BL..27$-0 I I-AmI.OOl zs~i~" i~.-Y/QQQ Bi 26(4-2,"P VGtJr P(PG 1 PIP@IcOUTIhl6.EL=MA.I ofJ, Co~CI9 KZix&L e K IO o 0 E SOLUS]OW..:...ASSUAGE':.SUPPORT;..I.ROV'IPE,+~Tl=VC~~EXTRAnJT.FOE...ENT!RE,LEHGTH OF PIPE AEO'J6 GROOUD(Ca>>Revs..") 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SUMMARY

DESIGN VERIFICATION STRUCTURAL ANALYTICAL DIVISION PAGE PROJECT NAME/Vine+i)C oi~Z PROJECT NO.$'/g 3-l 4 UNIT NO.CLIENT 4i'>g~rw~o hctw>Ro~Crrg CALO.HO.I'+.(E~+E+3 FILE INDEX CALC.FOR~s!4n 4P U~~<>Td 7~A fir C'O//CO@g Sgi'//C O'.E~<<P SAFETY RELATED ON SAFETY RELATED O R g H hl O+~gem p pcS'E~C C c.Qr 4(7-)0 F9 A O REVIEW METHOD QQ~O 0 S Cl CQ A M O Cl M A CC Ed REVIEW METHOD C4 O O M M A M REVIEW METHOD REVIEW METHOD
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SARGENTmf.lllNDY RNOINISAS Caloa.For Safety-Related Non-Safety-Related Calo.No.f)D~o Rev.Date Page~of Client Pro).No.Q)0+-\I-I Eaulp.No.Prepared by Reviewed by Approved by Date Date Date Q fL{+4c A-SWE<.Qll~, g'W~cblc tP gO~PSI I Z,Goo f'5 i ImC oo I~'7 oc Z.0 og Qr+e.e C<1.PZWSC'rc'e EQ CJ rS~/74'~x x~44'~SCISKIt: H ydresQce.
(jf'\;l N SARGENTefLUNDY RNOINttSRS Caloa.For Safety-Related Non-Safety-Related Calo.No.~W 8'JO3-t Rev.W Date Page$of Client Pro/act ProJ.No.8'/Q3 I CO Ectulp.No.Prepared by Reviewed by Approved by Date Date Date~~a'S~c/-g'+3.z y 5.of 7/c Qum Brac 6+~~>~C h/5~,'Is~w ogy/g'5w gz-1 xd Iqq
f8'Caloa.For Calo.No.~'If/y3 lb SAHCENT@l.UNDY KNQINSKRS Safety-Related Non-Safety-Related Rev.Q Date Page/of Client roject ProJ.No.Q)o&-/~Equip.No.Prepared by Reviewed by Approved by Date Date Date/r<Sf cbrit+5 i D Y I4+Cof'rggr~+~lOul't<f4'cQt/MA S~~./2~+0D~-/P~astor c~d.Cue)3/EZ (2ggl)op(Q.l Sp M/PcF c r wg PCI rt CjG(5'r~
f Pll+Gales.For SARGENTel,LUNDY RNOINSSRS Satety-Related Non-Satety-Related Calo.Na.QIO3 Io Rev.o Date page 8't Client Pro)ect Prof.No.Q'OQ f 0 Equtp.No.Prepared by Reviewed by Approved by Date Date Date p~rn e/W~s+~ss P~+~~c'c gsi~~~/e.5+~5/~~~/9+(/IJg>)V)gO W/S'z rPc~l7 7$'8/$1rtA/~dj (e g~I7 g ag.<)i>>gc v eA'5 gA;i/.p cA g~Wrac A~~/~Mt~5,'y/Z jy Swan e.wc~0/ass P.~~~pc SW-W-5 g>>.C 4 Sd-ZFZ v Y~., pf p
f iiRv SARGENT@LUNOY Calca.For Calo.No.~~Rev.Q Date SNQINSIKRQ Safety-Related Non-Safety-Related Page of Client roJect ProJ.No.$J y3 Egulp.No.Prepared by Reviewed by Approved by Date Date Date Q7
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Pt;f~yfJ m~.ftJc.sz0.-YQ-TAudp f SARGEHTNfllJNOV Cafes.For Safety-Related Nan-Safety-Related Cafe.Ne.~<>Rav.Q Date~fl Pale~of Q lant roJect Pro).No.Mo (Q E4Ulpe No.Prepared by Reviewed by Approved by Date t~Date~l y3 Da'ta y/gg~Posi I a Jelcr rni n e 4h+4>S~i n f>ress vie OI es'e/Pue/oII Pvrnf gcirh'on//'n+jar hg Jra ye guii emr'nfs and 4 e ir'ga/ii/i r og 1he Ex/ra ck.o r Fi h/i~n'Ho.DP'rnlg L&i ffi sknrrl Aycf~azh hcA..'s 4'v i hhaaiP Dng r mfa M.I Y)HM~/cixlak ai'A'O.9'8.~if/IZi cyanic J'-9-E8 Exhac kr li'/h+n BkJpb 8 e c h'an Q~e.I IHasirnurn Rcssure Pr 8'8+29~~Egh.ackr C.i'Hing=Z8 psig.hler 1clrcrn 8.'Pa up/C YA<g wl i'Ph iiyliiri vien ikrrr+sscrrne J<sys'pressvrc ag g, epic/'//c Ol/4ucfan I h ie/4/.8 h4af og g/,e.gf crewman ag fh e Sua 6 an/in e~7h s assvrnphirz en'rr<$~4 I<<m e 0'n~yV'a Asm~x nlS.'-EvcA'an Oec r/=Prcssvie.in gi'>De/Peel ai/]'op4+aA h'z mM~e.rr;, i+e a 4 e'i I s es@are ngekc/ci/AS
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Q//)~~4,/V v.<<v~a-1 ar-)mme-~J ggy, g SARGENT 5 LUNDY Calc.For Sacrificial Anodes for Fuel ENGINEERS Oil Pi in-Unit CHICAGO Safet-Related Non-Safet-Related Calc.No.Rev.c Date Pae1 of 4~~~~~~~Client: Nia ara-Mohawk Pre ared b Pro ect: Nine Mile Point Nuc.Station Reviewed b Pro.No.: 8103-10 E ui.No.A roved b Date-ap-Date 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$H-1 Ma nesium Anode Diameter of Bag 6.5" Length of Bag'19" 0.0052t3 (2 3 log SL 1)L d 0.0052 x 2500 (2 3>09 8 x 19-1),19/12 6.5=17.64 o Driving Potential 1500-700=800 mV Discharge Current==45.35 mA 17.64 a 17 x 0.5 x 0.85 8.5 x 0.4535 C.32k H-1 Ma nesium Anode Diameter of Bag 8" Length of Bag 23" 0.0052 x 2500 p 3<09 8 x 23 23/12 8=14.46 a Driving Potential=1500-700=800 mV Discharge Current==55.3 mA 14.46 a
PpC.E>>0 Calc.No.>>c t-Yb-7AA'P4t Rev.~Date Page 3 of 4 32 x 0.5 x 0.85 30 years'8.5 x 0.0553 RH-~005'/'p g (q,g~y 9.g~$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" R-.OOSLx 2.$00 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.
Memorandum of Telephone Conversation ShRSENT I LUNDY son Called Person Callin nf-'ate r~Time T.~L.mg cg (~.~)Project No.Prie-yc Subject Discussed Summary of Discussion, Decisions and Commitments (@II~.r y<<A,idion)SL-F713 10/S4-F3 Sipnature
Memorandum of Telephone Conversation ShRSENT I LMIN rson Called Company/UWP~Date VY'0 Time F0 erson Calling Hvx E5~P~Company$s/project No 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 SL-F713 10/84-F3 Signature n/
ssssssssoss /Pgg, 1 EODIFICAllON TITLE H 5 ONSE REQUESTED FROM DEPT.~1.4 ORIGINATOR DEPT.S C 1.5 LOG NUMBER ISSVEQ AND DCR TRANSMITTED 2 0 REQUESTED DOCUMENTCHAN E~ACC s sr'PERSON oQg l44iK it4 APP ENDIX 6~KXWKAttOse CPeCtuX.SsSStAAt~DATE DATE 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~saF Tw~s~e.3.1 RESPONSE BY 3.2 EVALUATED BY s CHECKED BY DATE~4-8S 3.3 QA{TYPE S/I)~DATE<.0 aFFECTED OOCUM HV REV INDEX TYPE'-DRAWING 5~SPECIFICATION I-INSPECTION REQ.I.I CDD UPDATED aND ORIG.RET'D TO DOC CONTROL'l.2>OC DISTRIBUTED 6 ORIG.TO SITE PLANNING OUT YES~t'0 i.1 ED ON AS-BUILT TRANSMIT'AL I s2 DOC CONTROL-DWG'5 I DCR'5 IN ABT FILE STATUS: I-WILL BE INCORPORATED N~NO CHANGE CLARIFICATION ttt COsStSSSVAfSOSS tOA AOO L*t tl&IO DOC'0 DATE DATE DATE DATE s.3 LOG COSED BY SITE PLANt<ltJG DATE~\~
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PpGd'Nfyfg ddsLd Nfg&ZO 6-YD-TQ Ot R tH>+lT>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 2.EQ Considerasione ~0 3.Personnel Safety Conslderasions 4.Fire xazards Analysis 5.Piping Analysis fgO 6.Procurement Ac,ivities ~g$7.QA Requirements (l.e.(inspection/ Inspectabili ty)f40 8.0esign=e~rormance g f5f/f5T~SS l0.50.5g EE elva cion~El 1 l.Cesign i~put/:al zlaPf"ns+g5 l2.0eeign"erffisasiOn eepcr:~~f3 Appendig R.Analy;i;14.Resocnses to i'1PQ SOER's or NRC Notices, Clrculars or Sullet1ns 15.Other Considerations (l.e.tnstallation Plan, Specs c, Pro]ect Closeout Oocuments a-.identif>>d in NO-100 cr ua!~-e'er Proc.,'Jfendor Hanuals, Tral~..-",. or Simulator Programs)(pref 1 x remark wl th the re l a ted l tern number above): nrem Oc~rnnn5san'C Oate 0 Evaluator 0 4.89 Oa te
'i T NliOANA~HLi NUCLEAR ENGINEERING a LICENSING CALCULATION OISPOSITION COVER SHEET PAGE~LAST SHEET NO.2 OISCIPI INES L PRO'EC~c N NE N;LE POINT NUCLEAR STAT ON I!UNITs Q I 2 ACTH SUSJECT;~~AN~Ol l.l~INOEX NO.c 3-N2.1-+'~SYSTEMISI~!~OISPOS[TION NO, A H.P.CALO.NO.:<20.-YD-IAN NOOIF IC4T ION NUHSER: 8/4 REV.Pi aA4&fW CHK'0/04TE 4PPROVEO/CATE ~E.ORIG/C4TE I~~~>~~IJ Sing(a,A A C RE4SON/OOCUNENT INIT14TING CHANCE/REV. VS 5 I le@LC 14arO s i I y td 5 fbi e4 AFFECTEO OOCUMENTS/REV. ~I OESCR[PTION OF CHANGE: A comSVa-TANT CohlDvcTIm~ p gy C.Lr L i'd.Ri<A~TR Bu'Troat GQSTtM F>MCTiouAl 3 NSPELvlqp (~c pg)A<l~T I I=i~@rue-i TuG 5 vGZR-T C A L-CVL R>JOE Q l Q IQC T Dc'Oi~&%<%$ '9 F$CR>9, E>4<>AH@.VARY VOLE p(5 A Pc-R~a Al'-RR VOR, RESOLUT10% Pao~iua pWr iTi W~iAPc R~y,~~W'IQl~Tc c'i TW~vpcpg~v~i Q5 l=c Ag C A.gRg5<<Og,.C>I-C V L.hT<ge4'P'MN CTI O H g 9~Pgg McnRPoRAm CRAU&i~~~<A~Z.go jg)l//8 9 007 COMPONENT IOISuEPNISI~ gEygOROSg M Kf'E~EN&aJ<$~I EhtW C l~~~+~'46.OIL.LAND'RE'PLALc,aha I, Fc-WE, AN45%)R.LINE NUMBERISH FORM NEL-420.4-4-C4'690
go'uCl E4R ENGINEERING l ICENSihG CALCULATION SHEET P4GE 2 PR t NINE%ILK~OINT'CC'4R QTATIQN GRIG.l)I En , SX).4-Y1)- T<f~Kv.~D<s~4A C~K'0.p-.=, 5 2 9(~ax, r.~2-Vl')D~~c, 14~or-San.<YD-vn~ey~vo PoC.Van.I<3 g V l'-TH~E gsCI pl hf Ah D tiCC C~C T ggL~~P~P~or-S~,<-<b=IAmK4,t Pu t l.OWI hl Ci goTt.'KPC C CV(~Wi~I RAL lP'l~Q 6%5'ch/O'~og q~F gpss C.uah Pl IAhf C~>~TATEQ A'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)f QRQ 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 vapors upward in accordance with NFPA Code 30.Set screws make in-stallation easy.Available in 1'/2", 2" and 3" sizes.Vp@OPW 23 Dimensions Product No.5 Suffix 234033 Size Nt.1'h" 0.27 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]

ML18041A055: Difference between revisions

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SUBJECT:

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Dear Mr.Netzel:

SUMMARY

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Reference:

Conclusion:

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ML18041A055: Difference between revisions

Revision as of 22:47, 25 April 2019

Text

SUBJECT:

SUMMARY

Subject:

Dear Mr.Netzel:

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

Reference:

Conclusion:

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