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Handwritten Notes & Outline of Conference Call W/Bechtel & Util Re Review of Buried Piping,Monitoring Program & Future Settlement
	ML20093P039
Person / Time
Site:	Midland
Issue date:	12/15/1981
From:	Meisenheimer J; NRC
To:	;
Shared Package
ML19258A087	List: IR 05000329/1978020; IR 05000329/1981012; IR 05000329/1982007; IR 05000329/1982009; IR 05000329/1982014; ML19258A086; ML19351C947; ML20093B251; ML20093B495; ML20093B616; ML20093B708; ML20093B747; ML20093B900; ML20093B940; ML20093C001; ML20093C006; ML20093C017; ML20093C025; ML20093C030; ML20093C035; ML20093C068; ML20093C073; ML20093C079; ML20093C082; ML20093C101; ML20093C104; ML20093C108; ML20093C116; ML20093C174; ML20093C189; ML20093C196; ML20093C226; ML20093C231; ML20093C262; ML20093C318; ML20093C324; ML20093C347; ML20093C354; ML20093C374; ML20093C377; ML20093C390; ML20093C394; ML20093C398; ML20093C405; ML20093C440; ML20093C444; ML20093C649; ML20093M884; ML20093M994; ML20093N005; ... further results
References
	CON-BX17-047, CON-BX17-47, FOIA-84-96 NUDOCS 8408030001
	Download: ML20093P039 (6)
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I -h { ji y..,.. ~ q' N O dI,.,[ James w c k l* j 2..... 4.s vie, prendent - Projecer. E=rra, mar l) ~j and Constructure ? 1 oenerer offices: 1945 west Pernen Road. Janson MI 4e201. (517) tsMMs3 1 November 14, 1980 m l, 4 g [ .7 Robert L Tedesco Assistant Director for Licensing ~ ~ Division of Licensing 1 US Nuclear Regulatory Commission C, a Washington, DC 20555 J' MIDLAND PROJECT NRC REQUEST FOR DETAILS OF STRESd l ANALYSES FOR UNDERGROUND PIPING FILE: 0485.16/Bl.7 UFI: 70*01 00234(S) 15100(E) SERIAL: 10113 As requested in your letter of October 20, 1980, please find attached 15 l

opies of a summary of the calculations for stresses in underground piping due to differential settlement at the Midland site. Also attached are the calculational input sheets.

After examination of the details provided we agree that a follow-up meeting should take place to discuss the results of our calculations and those provided by the NRC's consultant, Energy Technology Engineering Center (ETEC). N A JWC/GSK/RLT/cr 1 CC RJCook, Midland Resident Inspector .i Li l, .) 4 t 4 \\ oc1180-0102a100 t ._.-e ip. - - - -,.. n 3 - - - ~ -

_ 2__ m_ .p 4 Bechtel Associates Professional Corporation i: ?; 4 I] SUlefAIT OF SETTLEMENT STRESS CALCUIATIONS FOR BURIED PIPING '. b The approach for this analysis was to model portions of this buried piping for which settlement data is av=f1=ht= and perform analysis by computer to deter-mine stresses due to differ==e4=1 settlement. Settlements were applied as displac====*= to artificial vertical restraints at some key points along the length of the pipe so that the deflected shape of the pipe centerline approachee the measured settlement profile as closely as possible. Setti-*= at each and 'f every available point were not impet; hoeuver, an adequate ameber of points were used to closely describe the settlement profile. The starting point was chosen 5 as an artificial anchor with applied vertical displacement and with rotations released. It should be noted that this analysis reflects differential settle-ment stresses only in the buried piping. The stresses are compared to a limit of 3Se as stated in equation los of NC-3652.3(b) of Section III of the ASMR Code, 1977 edition. This limit was used as a guide only. Mid1==d piping systems are being designed to 1971 edition of the ASME code with Se mer 1973 addenda applicable. Prior to the 1977 edition limits for settlement stresses were not considered by the code. The Bechtel computer code, ME101, is based on the SAF progree and is ifname and elastic. Output from the program is in the form of soments at the node points of the model. Stress in the pipe is dete =4==d by the relationship: D e= .i

i a

] where 7= longitudinal bending stress i i = stress intensifaction factor t ?Ll M = h=adi== moment at p int under consideration D .j Z = section modulus of pipe 'i; 1, d i. I 4: ^h 1 4 v w.a m s .i a

^ ~ i '[ t-9 4 St i g i. Finally, plots of the deflected shape of the centerline of the pipe in the vertical direction frc:n the computer analysis and neasured settlement profile ]g have been made for comparison of final calculated shape with field nessurements. The request for backup calculations to the stress values originally reported - in Table 17-2 is responded to as follows.... s

1. Updated profiles have been obtained on some of the lines identified in

? Table 17-2, Rev 2. Hew stress values with bachup calculation are provided j in the enclosed markup of Table 17-2, Rev 2. Gese lines =ay be identified ]- by entries in a column entitled " Corrected Stress Vr. lues." Qe updated g Profiles are indicated in the calculation input sheet.

2. Updated profiles for the ramahder of the lines in Table 17-2, Rev 2 will be provided in the Hovember 1900 sulznittal of responses to G C questions.

Results of revised stress calculations corresponding to these updated profiles will be supplied at a later date. This vill be included as a revision to Table 17-2, Rev 2.

3. Review of th. ETIC calculations recently provided by the 3RC indicates that certain geometric elements may not have been included in their models.

4.e such element occurs at their node points 5, 6 and 7 of lines 26 0[I3C-54 s which is in actuality a 90 e2 bow insteai of a straidh: sect en. !alother source of difference may be explained by the fact that the ETEC calcula-tions for 26 T.3C-54 were based on Figure 19-1 whereas the results in Table 17-2, Rev 2 were bened on Figure 17-2. The two figures overlap wita station 0+00 of Figure 17-2 being approxi=ately equal to station 0+co of Figure 19-1. s '] e +

g. '

I$ 4 a 1 4 '5 -...~..,____..__.-..

-~1 _ - m._

_ __ _ T_:. T Z

- ~Z - -._ -Q j] a j CALCULATION SHEET .ALC leo. I' R,v.Isc. j. -w, O Il E 0,,,,,,,, <Aam m it,. so-o,n M 13 LA.+J h 'I d2-2 2.O ,i .sossec.

j u.

Ssmurm Srmern tu Bunio ri w. r 1 of 3 l des L RIP 7/0 ^J-0/= Ausry. sis : l- ~ SsAvica l,UAraR lIs,res, Couban.ssvar MA 13nt J ts/G 2Al35-eMBC-.14-20"- I HCD -1GS ~ ~"2.j.ag - o nac_-ISg" 0//Sc $ zg 24 "- ONac.- 55' ~ lo"- cRae. -7 7 g "_ / Nac-.s/ i 2"- Z Hac-.8'2. 8',Y I NBC-3/l 2 C - l TBD-2. 26,"- 2. 742>-1 f0RT/an.s o t= S UR/sp P/P/ng' tatrH AvAtt.a ste ~ S G 77LG Mvnf DATA Lon~Ks McDELGD Arsh C oMPurwM AnALYSI.s tc.sAs Pa**. pan.or up 70 'perenetsie Srn sus 5 IM SUMisp P/P/NG. bum 'TD.'D/FFEKEM T/AL SarTt GMENT** Sarrtexsurs i.e.u,uer >>er.i=> >s >>.sitse.--,awrs ro (="/ C 7/7/o us VEAT! cat. RE57ar. AIM T's AT SaMS k&y PolMr.5 l;?NL.y Al 0*dG ~TMW LEMy'7W Of=- Pr?E SQ TWAT

77h6

.DEFWiep SHAM cum rP+6 PJPG :CatA,tTEFt. LING b APPRoAc.Hev~ ' HAG MAsuM.D .5Gr7 tem 37"~ PKeFILS As C.LofELy AS~ Po.ssists.- Inl OTNet kW, SETwirruss, _AT'Enn Auh s v ainty A v A IL a s L a Poin r wan.s M a 7 n /upur. Nawavat. Abas.uAvr uuvegge:-.one pofsv.s wama. i

u. ssp jm C Lsrxxy.*>ase.ssse ~fHe.S*TYLEmeur PRaflLEo 1

l 7~MS STAAT/A,og". Po/^>r /3 cMossm,s As A ficririau5 l As a, He A;,) MITH ' APousp 2/sPLM;metaur iA,o-4-pin.acriay 4 tairw n rari.~s aa1.assas. Z T MAY BG N 0 7 E.D ~' ' T;t/ A f ~77/E - 77fSRMAL RVtd REPLEC.7s.^.D/t=/=murts, f .SSTrt. G MG MT STREssts oAlLy -/^Jb ^.107 77/6aos L,, BYPAM1 'O s,J Sfras35Q /N S IGb PIPING ~792 l grin:E.sSG.S AR& C d 'APARi D 70 ~3 $g A l L Q k,n A SLE A :. .5 TA TGb IM E S. ( 10 4 ) o!= NC-3LSL.5( A.i-) or= Asma to b e l1 Sec.. /// - ama.im on. =.. ? ( f

3. A cALCULAT10N SHEET a 4 ghir'p cate. o. nev.mo. Li d.! i Ew.%d -M I l F0 b.. u_,4 u i oc4 m Ts i t -1 it z e d summer 6SYTu!t. Aam us-STKmses i$a BuRran Pip,us,,,,r oF 3 l l l 's al INvsRr aLsvAriosLs waga .suppuss.ay 'WE { Surveyors Aus Heuce m .s,a r rL a m e u r er Any

1 PAR 7/c uLAR 1^tArtoN _Ana

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~' _Z_ .L 1. '1 I PIPING ANALYSIS CHECK AND COVER SHEET E.h"Wf I #8 4 '.j. SPECIAL STUDIES PROJECT: 8*aled D A2?f'. A SHEET OF ,,j Joe NO. 7210 P ANT DESGN GROUP j j SYSTEM: 1%dard92 & WAf/2 2**aA' . CALC.No. A00 7 lSO No. }f- % 7 IO) REV NC. A. DESGN DATA: B. CRITERIA / OBJECTIVES: yp,w /A,/ //, e4<w n

1. A % 'a C a r.r d w r': M-481 de c it ta barad A e" Ar lo A feaanbl 5. [t/e,,/e.i/ <<<l

'l (rn-As. ia) i / e :, AG~- 218.D-t / t*d Aff"N' '#A " l lh }{a/ /. : jf6f A-11$ Ca.r.t2 N 'A' \\ ta./o. : j" 6 3Se j Xc-70 c.s. l

2. k i Acx ls.trumrstras -

e.,,,,,,Ne,,.

h'Ya A)6 Awks arrr i W" beFAr A/112saix1 daar N# ]0 j,#jg ,y Vard biMHay - fja. 5 '79 s.29-19 N.

3. 3 JB.

dar 9s1A &amt - Ta..s '79

4. SaHJY/D b'AfJIW/ }},2ft c/

{ SK-C-G50 Jet. A

5. YAxp A*&c Ass - h/A. C jf-As7(2) ;W s O. DESCRIPTION OF ANALYSS/STUOY PERFORMED:

9;,mura &rrumr Jrww is Aa,so Awa M-io1 - Ausu. Aurre Assmn Jmics WArsa gsis faxxo 4 s 7f,x m j?s.eJ:: 2s".2JAD-L 9' ass Erd /AA10A A ADS. rf ds,*r -2 r s

.i f

yi -r d u r a A. x. E. CONCLUSONS: h_ g/,J., 15 - isoss .5Se = Miao 71* = = = } h ia- ., de-ass 2 3 (J) ir 4/ oi<. a i j U ACTION I f ,NAME, SGNAJdh / DATE .} l CAs.CULATeon av fltyfod A/Gtsf/M {/M" S [A('MJ) AM JJ. f-80 i wacuac av c'.f }}Q*yf* gf Q.y //. g.fo

j Armovao av A. pm u gf# >j) f,,g 3o l'

i W Ew'Gn % ;s,"7'~~~ ~ .a

' ^ t P M 3 2 cr 4-r 4 FULL PRORI F SETTLEMENT GAGE DATA

SUMMARY

t

-,) (. TABLE No. _. 2 PIPELINE DESIGNATION 2s-2m iu .7-- - -~~Tms: SEE NURE No.1 FOR I.0 CAT 10N OF PPEUNE AND READOUTPC'.NT ~ .{ ~ 01 STANCE FICM 1 u.? READOUT PCiNT NVERT EL N.T3 [wn/gysrCChWENTS pf (FT.) (FT) 4 24" t 7 e i +: o en m E 16~ 8 U s.o m27 .ts.o s23.25

2. 4 "

18 2s.o azs.20 30" 28 sr.o e23.ss 1.44" 36 .j' Y .i 1 I I l. C i l 3 1 1 i .i ,4 g.] {j L \\ ? 2 l, lll M!DLAND PLANT-DIESEL GENERATOR BUILDNG I MIDLAND, MtCHIGAN i w -r NB a srm:>.cw.u. --- W d ._, __,_, _ _.__ _.w w a w,-e -s woe--.e-s-eemwms_,,mmawa.y-m. _m_---.-eo-we.--woney-ve-qs%=a---. -+---sr y yg-m-w-- --.a-pm-, _y -ee-a--,w-en w waww - - - + - - -

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'Ti, I PJrce 4. es 4-CALCULATION SHEET 1 toor me... ..v. ,,y,,,,, du I,,a,v //-7 I# d E A 'e/~oara // 70 aar cuecxso k A=.mJUlls?? -2 'TM an uo. i Ass de - 26"- 23A D - 4 _,e, sneer no. ltr. : 9aw.d!:.M-167(a)Ad.G ^1 Q a. - 1.s.s

sx-c-s50 lev. A Guyarafa Alf: JACL7 (Q45L40

[\\ G-A9-79) X 39 2s"- 2 3A D -i (f.c. G24'- G") m 'a @7 o @<o@ o 8 n

3. n (O "'

T. L. T.L. LJAYs-1 4" A,- j, O 'o.,, s ,e g 28 's %M. 6: L s o' G** 0 \\ V 2G"-2JA D -i h* 0N"O")

1../M//'f = J.2010 u d Apr

.dAS/W= MB.50 a 4. ro/ f ..g i h .1 1 i: .( } 4 o.m.n. IJ

5.. a. _.. _ . i;w 4 a c h za.-_.a..e. 2.u,... :. ..,, /. im. S _... _ c.t._....-i.. .~. ! j- {lNIUT1ATA ELAN DATA: 06., '..,TITLL'

26-2J6L-1 LAET VALVE FIT 70 EI! ilk fNvN No, tQ45440 C[17/7 /

PRuJECT NUHF.ER : 7220 PROBLFA NUNb ER 1007 USEk

SJ a

3 I LOAD CACFS 'li r i l 1 i e e l i COL COL COL COL COL COL COL COL COL 3 1 4 7 10 21 31 43 51 61 71 80 1: EED TIT LL=2 6-2J SD-1 EAST VALVE PIT i 2 70 EISER,PROJN0=7220, 3: i PROFN0=1007, UNITS =2, i l 4: CODE = B31S73, US Lk =SJ l 5: ANC 1 -2.40 E=27.SE6,0D=26.O,TNIE=0.375, l 6: 't LLS/I T= 278. 5, TH ERN= 0.0, 7: kA=0.9,RB=0.9,BC=0.9 !j' ll j s 5-5.0 9: 8-3.0 ll* 10: PAD E 1.0 EISF=-2.16 i i 11: 13-5.0 12: 15-2.0 L s 13: 18-2.12 2.12 e 14: PAD 16 1.0 DISP =-2.4 15 23-3.54 3.54 i

e 8 16 25-1.34 1.34 L

1 17: 28-3.0 Its kAD 29

1. 0 -

DISP =-3.0 + 8 19: 33-5.0 ll 1 20: 3P-5.0 '{ 21: PAC 36

1. 0 DISF=-1.44 i

i 22: LED j fi + + 4 + j 1 4 7 10 21 32 43 51 61 71 80 8 l 0 CCL COL COL CCL COL COL COL COL COL I i O } i i 8 j i 8 '~ I

1._ _ _ _ _ _ -~ i J :.., SPECIAt. STUDIES f PROJECT..k!!D LAAl) . I k b SHEET I.OF 7. 1 Jos No. . n. a _.._ ri Arar cesloN oRour i sYsTEr.t. SEg.vg1.W AT1g. SU PPLY -} cat.C. NO. / OO 3..... ... ISO NO. M-ifoT.(.C) .. REV NO. 7 j A. DESIGrJ DATA: B. CRITE RIA/08JECTivES. t l}Pipi4 ct. Ass SMs.7ua-M-4 8I (C) I 8hDW " AT ME .i Rs9 ts. IN Sue.seo PiPt w4 WE To P gp E *. 3 f. " c.ps#TK. W Au-. DtFFB,e E.MTtAt 5 ETTLSMSNT' Neg7 pa ec3g, gggggggug7 4 gsn., Ag,,, ; sa.iss uAs s z., tw h..yo Asus sec,.,sS, ky. s ss 1.s $ h Sott. k 28 A IN3T12,0MCM7AT10N E.G.10(d)j 1977. 53!2 4 3 g, u Ft:Li. Pm.o FIL S CLTTLEMSNT

c. REFERENCas:

6 A S P. D AT A JuwE 11,1979 hASME sac { S UB Set.Tieu 3 NC* I 3 G[gg - clmec-19 h MElot RUN D 7 s 21 77 SNW84 $ dl4I N4.s.

2) s 4 e 2, N.u en...sc sam.ai.,7 4Aag c4TA DT 4et 12.,197f A t.K i 'D 2234.= W. *

4 58f-C.47E S44914E0 APuid PEsR6er

5) TAmo P mag u Ase,4 c i

M. 5 6 7 (G) D. DESCRIPTION OF ANAt.YSIS/STUQY PERFORMED: Dic' fem.E,m sat SETTLEME Ni STR$3 S$$ % N-60 8EISQ PtPL Nsy N fl01 - LING AS. F, t.A STIC. A.N A t. y 512. 'f sc"/c'.o; set 9: *s w ee mess. s u om-Y H 5ee!" -

4 11 i

l E. CONCt.USIONS: [ H& 89AD)At DP 4e IODO J i I % 9 a.. .S'L 5 00 EG. to(,a) ol: Nc. 3651. %(b) it MFT. o.x. E 3 ACTION NAME SIGNATUR" OATE l CA: cts:At um uv

8. R A y yaa /';",,, g,ag n)

/ 3,,m s, 11-7-h. i 'j E tt e':r u in cuAw 4pu, 12_es it/A suv T. N ",_-M 11-d"-fu ama>vco nv A. %,,, M4vp _ I ~ it. 3 - se r j EEII ^. i?S Gl;'i,7 "' "**"'- i 4 il

f \\ J Sk L 4 7 1: CALCULATION SHEET q ioes m, -l S.ma*J /r.e f.Jeaba / ta.11 c, sex,oM Nc-- Stu 'M ~7-80 ; I N/)l A Ah b / L 72 L0 ag, so,, o, 1 sc."-ou6e -,9 u T 477/> 88 _e Y T. /"7 T 4"f'tL.50 gg 4 .y# (.3f71J ^

m. de4 ts*08 j

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gt g,le I Q 4 4tqi.sv (, e6.oo o szt. %._ _- _........_ _.._. .-.. go,,$....- s (4^ -to,p, 9

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@,, s h l 4 sg sf g 44 86 _ < m. co g Wg g'4 u .. _,. 9 y l 247.83 b l4.eo 's, Y -72,g r, y 4 3 ~ g r.4. r1 21. 1 ] c io @ b J l 4 1 4 AAO.520 t/7, 1 e-t # .. -, _...~ - -- _-__.,_ _ - __-._.___~._~_._.__._. _.. - _...., _ _ _.., _ _..,

_ e t 1 w 3,8 3 ( - i CALCULATION SNEET ~ {1 ies .Am, s.kawm4u/ Gec.Ja.rm1 f *15*7 b-ATE 7 CHECKE. W " ( omeuAron =^ M s e 1 - +f /D L.A s.ID / $ 2_ 72 2.0 5) m .ag ua. i ~3/ /)c - 0 N&- / 9 2/ suu.er su eruo. .y f T ] r,- _, 23 y L 11.sw si \\ kna sYGd w am o ' 67..os 4 2 6.9 5 -O L ~ t.to 1 .. 2 0 .......S.6% ...481..' -S.'4- \\ 5*.6 - 4 9 f. Y - ).a S l "j r f.47 .g.72..g. -,.or 6e l 9 62fe.45 (p24. O I -6.'2.T ' "67h lj .N .. _.. b. I 6 _..'- 3.bo _._. ~3 M 8' tj 120 6:20 -3. co - 3.f S j 16e f 62.J -i.l4 - 5 34 .) MO 6.20 -3.00 @ .- 2.t.4-i 100 6 L6. +6 fo.11 - 1 8 t- .... - 2.W 2ce 6.37 . 6. 0. - 2 Pz. S 2 20 ' b.-K L.1% -I.20 24o 6.2o 6.1% -0. 2.4 - C 2r0 6-12 6.11 0.ca $- 28o b.ob b.co -o.3(, [ 5.96

5. l2.

~ 2. 7(, Z88 szo. 5.Tl E.so - 4.44. 340... 5.3 5 30 - 6.W. s 60 sss. 7o 6.26 -5.2s.4-38o 5.il ~7.o s '1 400 $.ot -L i t. 410 4.T5 -.-.t.44 440 4.94 -9.I2..;V-1 1 49

5. ii.

- i. o.s %0 5.1.% _~S.04 l, _. _E.co .5Ao.__ _.3.co . :4 520 5.% ~b.tt w - 11 540 r.n -3. r 2. b 5.so -4.50 1 j E80 5.25 - 5.40 + ] 6.oo E ST -3. l 2

j 610

{ 5.% - o.4.T w-AAo.520 8/76 h Id A~ L

CM 4 on 1 r -v: cat'.: -~'.:.T::.. / J i ( ..'.~,:D.':.7 \\ ~ ,~ 4 w ancire:1.er_n.cx.v.an wswa. . ~i 3OL.csEl=lG Z OlNO Cl._JNNICL.ll=F: M ASSOCl ATCS.11 r.9 4 June 12, 1979 File No. D-2220-R

(OT1 :

l Lt.ASI: j. =..-. : __.':. : _.HOUT1. T!!IS,gt IPPI.D col'.Y TO C111tCK MC CONNI:1.1. lleelstel Power Corp.. .1 P.O. Box 1000, Ann Arbor, Michspan 48100 Attention: Mr. R. I., Cast.2 chert y Rc: MsdInnd Undts 3 te 2 Resulta of Tull Prpf3Ic Sct t 1 cmen t Gace Measuren.cntes Gentlemen: Attactied herewith in Summary Table 14 for full profile settlement i:nge measurement e in P2 peline 30-O!!DC-191/2G-O!!BC-2 9 at the subject pro 3ect. In reviewing our records, we have discovered on error in the ocetur.n .i of Sunenary Table numbering. P2 ease refer to Tables DA nnd DD for pa peline 20-I!!CD-100, transmitt ed to you on April 24 1979. Theyre

j tables shou 3 d 1:e ::un bered 5D and SC respect ive2 y.

ti Very t ruly yours, (4/ Afb A.'S s ) Y!RU:me W. R. BeJoff 9 1:n closures 1 i d. I: l a i 1 j 4U 7 OWE.R nOALF N!'W't ON LET T r I I At t.S IV1 ASS. Oc!184. C-317-24,* 9 8 85 3 5 5 5 8 5 TT7 5 S t s s W W W E S TT19 t t e s s W TW T"B TTTW WW S T9??T1 tf f f f153 5 5 t TTv e t W TsTYTT e rTT TT TTTTi fT W 9 8 t ? ?* l e i j .n......... ..........................g...ans. w easn.ege4Ag,og*"a^^^ ^----- -^^^^^^ ^^^^^^^ w t W " *** .? i 3 ._.._m..-,,s_.- .-s 4 ,,w-

-- l s .. _ - -.....,,.,..,,,,,,4 i SM 5 eP 7 g _ FULL PROOLE SETTL h .blT_ GA., E DAJA SUMMAR .r.

g TABLF No 14

!t G. filli t<*_1 re ~ b LOCATDN of" RCAtyntT PO:NT l'AU3 'M IUP1F'FL IHr DESICIM't(CH..P"' IU"

I "

t 'lLliV 3 Cl. Y. A*I I n l'1T.I' :t*rl:t*(* i Ul;i U E1.CVATION OF PtPFUHF tMvr.MT AT ME ADOUT PO1H 3-BECHTEl. POWER COMPonATION. G*ds Oh BY .1 r,2C..o 3 p=t-- .i. 3 DISTANCE FROM ]} R"t.'ADOUT PONT INVE.RT (f t) I El.EVATION . COMMENTS I (ft) Q,C i O _.25. n G **** 30".1 3.I,e M 20.0 - o,q c., 40.O_ - ,G20.03 aa.o - - 4.12., 025. 4 G -4u%. I c=o.4T 8, 80.0 <,.7 s _. 4 cun. 01 "*G . 100.0 20'* Aen -S.r# ' 6 CPG. 3 5 120.O - _ L t. =__. G3G. 20 140.0, - 3.*'s 100.O 020.. 2.0_ C 2 6. _. 2 7 _./ 3.e o, .T 8 0. 0 a28,27 '**M - 2. II,,. ) 200;,0 cho.1n 6 'M - 2.. q l 220.0 j.og,3 g g n,, ' l eue.1 a.

Ef o7 p,.gg, g,y,3 {

..j 240.0 ei,cew o a1_nto_.r1 - aa - C 2 0. 2 8. . '1 . 2 8 -1 2G0_.O d.

mo.o c70.12 ' ' *. -

o.a4 ~..... - aca,oo

- 3 o.c

~~ '4 i 300.O c w-

7 2 _ f hi.,

'~-~idi~, F 32o.o cas.sc~~~L n ~ ~_ - 2.76, h t aon.n yM-M I,,_ 300.0 ant. 3n M von d.Q.o r. s.2..t.C.t.4.ui,W .} 02! 2G 8 8- *~* ~' 360.0 p 4no.n C25. 3 ).

Eb o e.hecked. u._2.40'.luul *1CO kI.

~ 1 7,og- ~ ant,, og 420.0 a ,,, fg, 024. of i 440 D c .e .g.4 r. E 4tsn.n _ O2 4. _D4... ...,,9. # 1.~ M nyn, n 4h0.0 i -7.* n - ~ 3 nPr..aa ..f.i - 1 -r.e4 g ha.lD. / 10 Ps ' ', b ' toil C H IG A N 1, er =.. o< n 1+ W i ( =8 *.111. E.s e a '.r.4 te t r ite.pAge4tA18*v.aef.a4easagr. tttttttittttittstnf a tte t:ntutitttttttttut:n n u 111't t t t t r's t t t t t tts ti t u t t e t rit t i tm ~ ^^ ^ L ,j l _G + ,x A. g (, \\g \\ 3 T E T h I.,. k _h. 6~% - - - + - - - + ~ ~ ~ ~' " ' ~ ~ ' ' ~ ~ ~ ~ ~ L

,.....~. w. w., w. ~_.,,_ m_--.m g e m w-. w m m.,,.,.,. _.,. ~. ..n..,. w .c y_w + 1 .Gk 6og] =. ), FULL PROFILE SETTLEMENT GAGE DATA

SUMMARY

an.cnnic:.19 i TABLE No. PIPELtHE DESIGNATION ?.U. Gil.t.C:. 3 9 I4 1.DCATION OF READOUT POINT UASf f!T fil' SL I:V1C!*

1. ATI fr 1,UllI., Olitt.'C3.wu.,._

ELEVATION Of' PtPEllNT INVEMT AT READOUT PolNT AS SVf7VFYED BY BCCtlTEL POWEft CORPORN!!ON O? C' U f' j I C4 STANCE FROM PNERT ess COMMENTS ^ READCUT PC(NT ELEVATION **. (f t) \\_ (ft) <i5> AY I 500.O O25.40 s.41 e_l ci clnt n. co3 3 et ett

3. 7.'( 3 2 0. G 2 0 f t. ) us, !!n t el 22,*/ '

G20.0 n20.44 - ~ S4O.O 625.119 2.i.dO 300 f t.) on P.in r els 23.'79 500.0. G25.30 4.s o. j .Sau.O G25.25 . g. 4o - GOO.O C25.30 - syr,, ' 070.0 075. Q C,,) _o.+1 - i i l i .j I t 1.1 - ~ ~ ~ k = g u. MIDLAND Pt 47 - it. AND MICIIlGAN i u 9 c = p q _.,,, u.I

t. m.

..m...<.,,,, . ~ i,<.... i m. .........._.....=.. :....=...... y.... z. :.: v.:w.mm....m., .. ag. :q.,,.:ygc.:g:-..m~ "- l < 1 w. . q..... >..

y..;.

- e..- \\ l ; . _.. _. _. _. _. ~ _ _ _. _ _ _ _ _...

m-. _..-a~.-.. - - - - - - ~ - - - e i M t r

=- -- - - --- - --.M: ".t.:: * *1.'.- *. T. :

._,:-. : a _ __ -.3.: ;:: ::! * *-~~t*'_: ;;.*'=;;;,: =.;*._...t.===----=._--:.=_.

===.=,..v..... _;= :...: " * *.. _ _....: - r T.I. ' 3:7.-.,: ; -.,.7? *. : -*; r ? -* ' ";..g.. - -". -". l . e*:.N..=rj s; g ....... :- d.. y,... _..;,... m t- , = =._____ _ _.....m..._. -. _ - _..... _ _ _.. _ _ _ _.... _ = s% t-r__ ......_... :..==:= =.u.

==..__ _

J-" h gg _,.. _.. =__a.. _..y._.-.- ,,. ;,g. T _ _., _. _.... r=- =_:-, :"._. . _ _._ b 1 _- -_;.p.._....m.:._~..--.._._.-_.. .. ::: * "= br. *"_*- ?.;;:.--*.... g p= ~-. - - _. := :..,.;;,. 2:.=:"-...-.._- _._.t_. _n -::= r-- k'~*'-- "ll;* - * "" ::]'

l-*.=

g .4*- = = =. - - {...__ n -_ i j - y p e h 2,= _. <t t y V 1 sq.. 4 ?

D "n

g t g l.; u. =- e

==:W.. I '- .m. g . m. gy o_. _. ..g.- _m=...__ g. '"e =p=._.._,_ .,7.__ ,y,._, %mer W -~ _aDr

U.: .-

[; -n .t t y r,

.g;

_1._'- .== l=._e._ V _.."TT*.:. s m ,A h 8 _.,A__% =D=...=",w--- e. ; =:= - -a r:,=u .==-en=- m r- ~ .=- -~ i._ ;==- - - ...:*=;*V."'-*^- N. - - O2] kQ u?. V -.

1- - *-

_::...'.3.. _- T.... :. ; a.f ::'.=.1 p ' r; =

sm.

e uc- =:: ~ . ::h.;;:1 b g. 2" =. - *_ jp. 4r........ _. _=w .,4.._ 3 t. .;g - 4._i - - ~ ~-w er __y s --.h - py_- -- -__,_ a 3 ~~'"' ^ _ ~ - w_...-i e w =.. ::::b =: t =* A-g]I c .s.;-.._.._.? : _._.m,

.x-g

,y,. u - g-e _. ~ _ w ___ 4,_ e.M~w ___ _ - = =. :. :..g,, m 0"s, w__ Q.- ~~ ""~~*# ~ ' ~ m.m y, = 'wglm tE ;--- 9=. t--- y y. '. * -.*. ey J m.0, D np.;P A x s p~ -2

:f %.-4 y ir_

+. 12- . N o.=.=. ---. -t g I _- p.W

M a r t4 V,

h-n_..

- L. 251

.. - ~ 8 ( r.f.i.U:::::= g n '~

a=.

-_y-w_. - ....m.__ -v-. m =: =: m _g 3, m_ .= _... :__..__..-y_--_

g "J".:.:.r.:=

3 . ::a ; _.

.=:: :: :-

. _... * " ~ - ' - -~ = - -

=t-

- _ _ - - - _. -.c= ---::'.A__._n_._......... !* = :.... af.:;=":: . "4 --===.=:---_----- =.:. :-- l

c _. -... _._

- - - - - - - - = = .;;::.r._ %.;: =::==. y. ..;:a -

n": :::::n.=3

.. - ~ ~ -

.?

=:.

M:-- r-

~*. =

==:.:::.;p=:;::- .., :.:::u.:::;-t I

= : --- r ::: ? w. _

..a. m - _... r.u::- t-- .n "y -~ t. : -- t --- 1=; ;=.g=::;.:.:..:::::::=.r: u.. v.

.4.-"

p#::*t.: a.'=---

.:-=::::n=r.:.:..

.r-"- -en-T.. t.:= -

ss=;.:=- an=:. Ah==::.

... -**.=::iM.=. :.;Q :u =;. ::::;- ty:.*:: -tu: c

==: 2:: __=._=1..n==..:'.=:.ses.=;-2:u: T-:..;.;;;: ed --"- 'f.=:: _'*L====:.NE::=; T(': .=.:._T'"* 13:::. _=. : -.:n. tu--7. @c - a.$' :::g-l n.=_.: ~ ~--. _==_u_ _.- =-1 P.

- 1 p

w ....,;;,;,;u,,,,, g._...... p....e r ;. : :.: __. =_ _.... _. _ _ _.... _.. u. :. nr. :.n=::=-r = ,5 .n.... _..._y.... - -.:E* ' n:r ="Efii J.1.2..u =:i f p.f i . -.2 -f b h. -- - - - ' - ' - * ~ ^

^ 1 1 l 1 SNU M # Q AE e4 42. Gl2i[78 N I5 PUT CARD I5 AGES iUT ARD 1 11 21 31 41 51 61 71 5 2Q + + + + + + + + 2 1, ' 1 RUN LDCASE=THR31, [ ~ 2 . - E UN LDCASE=WT1, q, 3 HED TITLE =HIDLAND TURS SLDG

4 VICE WATER PUMP Li-3H3C '

5 PH0JN0=7220,PR00NO=1003,' 6 UNITS =2,CODEnda' s73, USER: 7 ANC~ '7 -2.50 E=28 3E6,0D=36 0$THIX=0.. ~ j 8 FA=0.9,R3=0.9,PC=0.9, 9 LaS/FT=565.57,THERE=0.0

i to'.

10-3.21 2.25 l 11 20-E-2.28 f.d 5-8.8 3 c.115f .} 12 30-8-2.28 5-8. 8 3 " - 13 40-8-2 28 5-8.83 14 RAD 40 1.0 DISP =-6.96 il '15 50-8-2 28-5-8.83 16 60-8-2.2& 5-8.83 17 RAD 60 1.0 DISP = -6.72 18 47-5-7.73-5444 3-11.421450 ,70-2-4.32 2 3' 1-10 08otfr 19 ,20 71-0-9. 8 3 a. 312. 0-6.88 o43 00=26.0,THIK=0.375, 21 LBS/FT=278.57 22-60-7-3 49 1*M' 5-1 95 GJ4 ,, 23 90-8-2.28 5-8.83 24 100-8-2.28 5-8.83 25 110-6-2 28 5-6.83 3* M 26 120-8-2.2E eL M 5-8.83 27 130-8-2 28 5-8.83 28 140-8-2 28 5-8.83 29 BAD 140 1.0 DISP =-3.00 3C 150-8-2 28 5-8.83 31 160-4-2 28 5-8.83 -j 32 170-8-2.23' 5-8.83 ~ 33 180-8-2.23 tw,; s 5-8.83 'j 34 189-7-5.75 5-2 84 I. 1 35 200-10-10.44 0.593 36 RAD 200 1.0 DISP =-2.52 j 37 210-10-0 0.546 35 220-10-0 0.546 ~ 39 230-10-0 0.546 (j 40 240-10-0 0 546 oj 41 250-10-0 0.546 42 260-10-0 0.546 43 RAD 260 1.0 DISP =0 0 44 270-10-0 0.546 4 4'5 280-10-0 0.546 k6 290-10-0 0.546 47 300-10-0 0.546 48 310-10-0 0.546 49 320-10-0 0.546 50 330-10-0 0.546 51 340-10-0 0.546 l 52 350-10-0 0.546 I -53 354-4-0 0.218 L 54 360 6-0 ~ ~' "~~ ^~' ^

-_. l f 1 I j SNunse q 4HL2. Gluj79 H 1 65 RAD 360 1.0 CISP=-5.28 56 370 10-0 57 380 10-0 o $8 390 10-0 59 400 10-0 ~ l 60 410 10-0 is 61 420 10-0 62 420 10-0 63 440 10-0 i 64 RAD 440 1.0 DISP =-9.12 65 450 10-0 1 06 460 10-0 67 470 10-0 i 1 68 480 10-0 69 490 10-0 70 500 10-0 _71 510 10-0 72 520 10-0 -i 73 RAD 520 1.0 DISP =-3.12 74 530 10-0 75 Suo 10-0 76 550 10-0 77 560 10-0 78 570 10-0 79 580 10-0 90 RAD 580 1.0 DISP =-E.40 81 590 10-0 62 600 10-0 G3 610 10-0 3a 622 12-2 0 45' EAD 622 1.0 CISP=-0.48 1 96 END l + + + + + + + + 1 86 CARDS IN INPUT DECK j 86 CAPDF IN LOAD CASE THRE1 86 CARDS IN LOAD CASE WT1 1 O WARNINGS O EFRORS l ',' O TATAL EERCRS .' t i .f . D,PL 93.

?EI SciACH.

l C,7A?NTNG 1CC00cc00000 ,1 i .Q T5 X " 'M E 101. M E 101 I ' i l

- ?ME101T*** ME101T/TE!05

~1

- CCRE CHANGED FRC3 35371 ;0 u1371 DECIE AL WCH DS "*

1;

}

L

t -~~~~ ~-- 18!'E., SPECI Al. STUDIES ~ PRCJECT. N @l M_. M. I. k SHEET I. OF N Jos No. 72.*2.0 Pt ArJT DESIGN GROUP 1 SYSTEu #4M1c.!k.._% RATER.. EyR Pt.y gyJTEW ) REV NO. 3f3 CALC.No....l o5. _150 NO. M,I6M(Ald M } 67 (,$. ..g 1 8 A. DESIGN DATA-

8. CRITE RIA 'OBJCCTivES

't-To SHowJ h*1" WW SMs2J C3 l} PlPIN C LASS SWTI. 7114-M-4El % gpg PlPf% he TO AEV'I 3 ppeg,gpJ TI A t. S aTit E m f" - ' PlPs : '2.G # S T 3. W A t. L. MEs T-m cor Rusa.vtair. mew 1-l M ATL - SA-155 c.t.. z, Tg.. l< c '70 - Astos. s = c., iii a 4. PV cas i Nc.- ses z. 3 (e EE.. (t oa.) l, 2.) Sai L 4'Roca lustnu-rur t.M

i. M n 3 S, i

r: F vL 1. 'P Ro I:1t.E 5 *Tl * *' 'E: j L, ge,q r >AT A -- A PR1 L ~79 1 C.

REFERENCES:

[{ ^ pAsma s Ec.111, Swasst.Tse,as,_N,,C ~; 2). Me Au

swvMr G44T46

37. G-13 -7,3 m) se%

5 tL Pa.ombs 4 Li rrt.e on-di'.aqs MTA l f l LE : 3 - 7.2.7.s-R, JT", 4 f14 l 7.9

4) Pf Ps 1.ww5 k-C- G '7s Sua.vsyab l

i p-a,o is g i eg 5') YA sil D P t FI AJC ?LAus ^==-c h It. r Ca) %:S _, AN EA - E M IG S(E) 2.EV.3 D. DESCRIPTION OF ANALYS!$lSTUDY PERFCPMED: Y Lima E L. As r ic. A.w Ab'f 3 Is Ta =iHem s w e-

s a menwr,%

SG m*M avr-S r7R. s sa r s IAJ B v Rt es P1 P'Ng Z G"- 01+GC-55 : S E RV I C E. WATER. .5 VPPLy L I N g, 1 L1 E. CONCLUSIONS: 3.{ ( Q ,e=.^& 2 2.'t, z e t ; 3.s., = 5 2,seO F5 i 9 Ar 2 a O es. (s o g o ;= N c.-3 CKL 3( fe-) IS "57* M (q t m, m ur w@% _ ~ T '(4.e)(smr) =. a7,as4 pa 4 s2,soo.'. ak 1 i .ms raa s u ~.< ame.re ~ *~~=c au". 5 ACrioN l NAuE SIGNATURE DATE 5 c i ci,, e,m i,. c.eAsAv.4a.au6::ea s.acessl u eN 6' eM i1- '-2o 7 ~ g '."_t cri u in .._sgA m o i n,,,A li 1. eo as s's.esvt u ur A,, in g,7,1__ Mfg;g _ 9.g-go i fe. tS7sI$*[u7 ''' 8 I t _. 7..

( 3 ~ 1 CALCULATION SHEET .1 d 'Oes nuv. uo. cai.e. uo. S J A Co Gs. om 4 - I at -H onioinAron ex ex, A w p,,,, 11. G _ g o. _ g Mibt_a90 i d. Z /722.o a.. % - M6 d.- /9 / 2(. -o y& - 65 2, af. I L susaect / AN y 'X .'s 3 s 499 f.Tc, 56'*5 ,1 $ ToBG.50g t i N teh* of - f. h-E' ,sj 14 3.o 1 r75.+5 ta . ss' n s roe <.. si s rit t..oc. 3 fif t.,oo 'g a m.+5 C E 3rd.To E So*7 5*) o~O i

6. 'So4t. 3 t 4.Tz4 46 4'131.6(.

686. o S GC.16. GG.1*l 54.75 ca.+3 6 G.3 9 1.33 - - I. 2. 5_ l tau ~' R4.76 3 6~4.93* .36.o7' $.5 t,' G,5".G i ' 3 N S ubime,T-(, ' % D /4 r14. M. i O *.-- 4 FT.... 4 '20 - 1. FT .i 1

5. U llf..o*

E. /,%.o5 N I* O So 7. 57 TA~ ' 34.39 = E' 174 4 Rf 7. 6"Y . _. _. h 1-0 h. s~7T. +T. 9 34-4~1 ' E Eo T.5*1 M4 8so 47."7 4-6 5 iu..oo 29.9 o 50%.60 ~ 4 p,g 23 50 I AAO.520 8/78 l l1 ..--m.. _.-.%-.,~%-... _ _ _. _.. ,m.

g -) .i 1 ( CALCULATION SHEET d loo 5 cu.c. m. ST on G 7 s ...- kn.... a _ on ~ u-e _ ro on...ro,, N\\ ' D t A'*J B l d 2- 'I 7. 7-- o meer mi,eo. 2 C - o 1+s c-sr 3.ef-1 L. j .u e, 9 e i ..._. Pl X s -E9. Fc,. C.a 3 5

s - 41.79 '.

7 j 6'7 E :. 5 9. s c. 5.0 3 5

r M. i 6 '

u ' I( ~ A ti X = ~ 14..o Cao. B S

s -fl.f7'

.j n 20 2 = - 14 a h b58 's S.o 3' \\ DD X = -10 00 Com. AS* = -T # NX

- to.co Cao 35* * - 3 li '

.M M f, / En s = -to. 6 3s. - - S pr g 60x = -ho so caosa = - s. n m. s ssa 3. .e s,.s 4 4 AfD>e. 97- % FT-( = '21. % Pr % g 3 uc.4 M 444 {.- L = 13' it ;rm %g i l HSE h Fof. D4W PT- -2.5 T- ~ h 're h L: IS' it " 3 i n Z )( = - 1 5 -11 Cos 3 6 * = -/3 91(-6ti) = -/4.fo ' 'j 'E =. I3'-II' S on 35*= t bSL'(.5%) = 7As { Qs is'- n" + 4d = s a L n" = ss. cit'~~ ~~ '}

59. st' - 5 s.9 t' s

s. 44. '

s y 677 = - 5. 64 i......Cos as" 3....___.. - 4.t. 7. n 4-"I 1 T.G d-51-3 5*- 3.2.3 ' s 3: / /0 - c '-/ ' s 3 ' //

C= s S * = - 3. 2.I '

= q y \\

l g

w. 3.9 e. ' Sm 35' 1 21s' i l 1 .... m. ^ s W_._____. 4 ~

l l I. ( .i CALCULATION SHEET loos cau no. nav. wo. 14"- iI -'- 80 ST oan G-19-7.9 cwecxso a,,,,,ron can 5! 04IDL W D I87 72.2.o m act me No. O M4 C - I S 8 5I i susact swasT No. 5s -3 0. : ' Cos a 6* = '2A 6'1 2 7 I X ~~ b0 Ss" 26* = '\\ ~~l% I a c s; T Mp. .i Y -3 0 Fv a 'h.

2,i 7.!E' 59.TC

-t I 4 14 2.o0 l 3 14.S% % 80 ~ ~ Q ' 'fY ~78.50 h 3'-o" l '~ TD 70150 = 9.u' i TO x s ~ 9 7.0 5,% a so I"2.8 ' o f = 9. 20 c.os 3 5' =

7. E4 '

g, C 40 g 5. IO.o SI-.'iS

f.7h' 90't = 10.0 Ges 55' = T.JY go #

70 v4.6 , n.a.,.s ' + I 2@ '2. i 4.5T as. s. m.so Oct n' 3%63% ~ i 7 5. D ' -1 i h ro 2Tss i = 5. '3T' .) 3 5 6 R

3. f.at Sm 35' - 5.o9 ' '

~ 4 245 5 = S LT' cos 3 5* - 4.41 ' I ( 4 AAo.920 &78 a. e a.. .g .musse.. mw..m.,.,e m.w

- .is.m,.4-

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+ + + + + + + + + ~ 30 CARCE IN IJ73T CECK 30 CARDS IN LOAD CASE THRM1 i ac 64 ass Aa LUAU 4Ada =Il 0 VAPNINGS v san 6cs e o FATAL EH2CRS I I2* .i GACH. '.t !101. M F 101 I 1 01 '** M1101I/FI3c5 ....s... s.. 4 r. w i. ,2 06 4 w i.v u. 4 4.m asass 4 1 I d_ J

_.. i - -- i t MMNG ANALYSIS CHECK AND COVER SHEET PkoicP4 - ) FSCIAL STUO4ES 'l PROJECT: Mitit A un 34g37 OF JOB NO. Tf40 PLANT DERON GAOUP SYSTEM: SERVien klave n Mami favirow L#ws i CALC.NO. SD ISO NO. M l d=7 (OT REV NO. E 4 s '} A. DESIGN OATA: B.CRITERIAJOBJECTIVES: T SHow T'64AT 7)fE h PIPina, class O

sgyg, SMtsses ici autisD PtP'N9 1

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6) S 4 R I Pokt.54ue4 cg av M se of %g PeePigg I, SETTLEMCWr 4441 DNfA PILs 0.asan.e av ilm/s9 M h.:c.415 aumv,ey to motu us s) NAen mm.4 m. 4, * * '88 -

AIREA.4 8 MIMR) Hsu S. ,,.. r.. ] r 1 D. DESCRIPTION OF ANALYSIS /STUOY PERFORMED: L8NEAR ELASTIC ANAL.'t sig To DATER M1Nr. DIP'PE R SW Al !I S E.TT Lt.M&wt %Tatssas in m ga.iec Pt 9t NG. 2 r,". l.J p.2 SEst4 tc4 W.'ct#., S* Tun 4 l i>J C - I i,. 1; kM45[473,p.2e 4} a Clc6 j s Sc 4 7 4*c o p.c{. = s.d (io.) or

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H-16 7 BIT-6 AND SX-C-65 0 HED TITLE = MIDLAND 26-1JED-2, PEQENC=2, PROJ3O=07220, UNIT 5=2, USER =KYS,CCDE=SC374, EUN LDC AS E=THEN 1 LDCA5 E.rVT 1
l Su3 ANC 5

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101I* " A E 101I/ r i.30 5 pi

CRE CHANGED EROM 35400 TO 41400 DECIMA L WORDS *"

it I1 l' I l .i ) d_ _ _ _ _ _ j

u.. l -, -. . T. _._. SPECIAl. STUDIES 4!j enoJECT. _MID t A@ .v 41 T i SHEET l _ QF M 't Jos No.. 7.2.Ast ei ant cEsicN cRour i3 Sv5TE:.i. _f"_e.NDes.A Dr WATu25 hiy E. l1 CALC.NO. _..l 2 j . ISO NO. hi"*_I 4*)f,0h .. REV NO. ~.$ t A. DESIGN OATA: B. CRITE RIA/ OBJECTIVES. '7 22 o-N-4 81 b) To SWW N T* W JRerse h PIPf ug C. Lass S M rs. IN Bugie PIPINT JH.es ro R s v. l a5 ij M M NN 3- '88 M I W Pt PC. Z o##.5fD W A1.t ^ i D

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REFERENCES:

8,) As Ma sec. 111,.rv<ss c;r..y n e, l3,7 n

2) M iel alps : suua. i e4arze

.l

/$ 'd W G-1843 hS4 8EW kb Pmoss g = T n. - r e s <,

ss. s 9 u"-c-g,r4-e. :wr, 4l a.44l1.9 ' ' 8-S 8 - = v ~ ,,,. u

5) YAg3 y,p suq p t.A u - A as A C,,

M-M7(o D. DESCRIPTION OF ANALYSIS.'STUOY PERFORMED: Q j p pl gR,g 9 Tl A4.,. IETT LE%5hlT".IM E3 I El I A'S 2 a, v m e,3 ps ps w q M r to i - Lius Am. GLAST1C. ANA1-7315 .[ -;2 C'-. I l 4 C Z) - l G S *, C'.- C N ".D EN3A'T1E' MV 4 FIL k PM-8 M C"-d N J>6NK A 6 m STSRA 4 E *T)ArfQ14, E. CONCLUSIONS. i (%,)v q. '*' =.j..s,ans\\>si E 3 S = 5GA 00 >Sc r q

j E A (.,104) o is N c-34 s2. 3 (.lt-)

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l RVgyEQ gy ELEVATION OF PIPELINE INVERT AT REAOCUT P SECHTEL POW'ER CORPORATION

^24.68 1 y J 5****f o r INVERT O W ENTS q 0(STANCE FRO:/. N# #'

ELEVATION

. ), READOUT PotNT % l (ft) ' All Field Data Collected enTeN1 (f t) j e4r 624.68 l-s.2.4 0 9 and 10. 1979 cu.a. 620'.93 f~2.*IS a @9 20.0 620.96 I

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. l. 2.0 (iso) 138.5 624.10 O'S'

~ 180.0 l 624.25

- W' (Eco) 200.0 624.27

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l _102-6 0 2010-0 FAD " 20 1. DI S1p= _1. 2 4 !} 3010-0 4010-0 j 5010-0 j 6010-0 5AD 60 1. DISP =-1.92 7010-0 8010-0 9010-0 10010-0 / 3AD 100 1. CISP=-3.244 11010-0 12010-0 / 1 RAD 120 1. DISP =-2 16# 13010-0 1399-0 L 'I tuo 1-9.21 9 21 .'I 142 1-2.84 2.84 S T.] 150 0 160 0 4, DISP =-3.96 d 5AD 160 1. (] 170 0 180 0 i i 190 0 + 200 0 / 3AD 200 1. CISP=0 96V li l'i 210 0 220 0 / ,, l, RAD 220 1. DISP =0.844 l-230 0 l.f' L. 240 0 250 0 7) 260 0 i, 270 0 L! 280 0 f RAD 280 1. DISP =-1.8 l1 290 0 i - .. -. _ = . ~.. ) 'i

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l 60 323

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7 -- t I 'l i~r.':n * -M G %*?2 1l*jM tj ME101 .j IN P uT CA R 0 1M A GES t cap 0 1 11 21 31 41 51 et 7.1_. i 3Eu ~ e v + + + + + l 1 eseM-169 REV-5 AND C-11460 REV-0 j ~ 3 2 HED 7ITLEsMIOLANO 36/26-OH8t s SERVICE 4A TER RETunn, ] 4 PROSN0:222,PROJN0807220 5 UN,( T_S s 2, u SE.R

ESd_QO E s_St T.

auN t.DC ASE s TMRM 1 7 RUN LOCASEswTI j 6 ANC 355 0.36 E s 2 7. 9 E 6,00 : 3 6,_T2 I C s.,3,7' 9 ILSS/FTs566.0,TMERMao,RA: to R8s.geg,NCs.999, i 11 353 1.94 4.468 1d mao 353-~- - L.o ~ ~ .i 13 RAD 353 1.0 9 14 350 -t=8.64 5.49 RPOI ANs3 6. 0, RP THIC s. 3 7' ~13 35d 1-9 71 -t-3.f- = i 16 350345 -to-a.6 11-5.6 'j _t 7 RA0 345 1. DISPs-1.08_ to 345343 -10 1 5 711 i 19 342 9.71 1-3.2 RPOIANs36.0,RPTHICs.375 { 20 3a2344 1-2.o53 1-8.07 21 Judado v.71 1-3.Z 27 335 6.48 10-2.17 1 00:26.0 THICxs.375, 2 3 - *. LS$/FTz320.1 24 239 -lii-4. o 11-5.o } 25 RA0 330 1. DISPs=3.36 2o 325 -to-4.6 11b5.6 I 2i 3'20 -to-d.o tt-5.o ) { 28 RAD 320 1. DISPs0.36 i 29 315 4.6 11-5.6 30

1u 313 1.

01 SD 3' 0!sT ~ ] I 31 310 -to-4.6 11-5.6 i 32 305 4.6 tt=5.o 1 j 33 300 2 'o-4.0 It-T.6 'f - - - ~ 34 295 4.o 11-5.6 L i ) 35 RAD 295 1. DISPs-4.68 .~ 36 avo -to-0 i 37 295 0 j 38 250 -20 0 'l 39 zis W -3 40 PA0 275 1. DISPs-3.24 41 270 0 42 m -m = -~ ' - ~ - ' ~ - ' ) a3 260 0 de 255 0 L f 45 '. ou 2n 1. o I s'P s-a 3'2 46 250 20-0 47 245 20-0 g g g.. RAD 240 1 DISPs-o.24 i 50 235 20-0 f 31 2W ~2 0 's - ' ~ ~ - - " ~ ~ 52 R40 230 1 DISPs=6.24 53 223 20-0 g +.. - } --a- ,g

._m._. 4 j .rre > *- o:DY: 3/*/'4 t t 55 215 20-0 20-0 l 5057.s 70 2_t 0 210 1. DISPs-1.68 ~ 58 207 20-0 5 '8 205 20-0 201 23-0 L 00 61 RAD 201 12 OISPs=4.32 e2 201105 6.0 9.0 L i ~ o3'T F0 76-0 j e4 180 67-9.0 L e5 170 9.0 4.a,o t 7 Itis -2 2$ MAv t70 t. ~ oo of 160 25.0 56 150 20-0 1

- 7 ifIM50--

1. 01383-2.le 70 140 21-0 71 130 20-0 72 .' RID 130 1. DISPs-2.le ~~ 73 120 14-3.0 I 74 ENO + + + + + + + l t d4 4AdW3 AN &NPU6 WELA 74 CARDS IN LOAD CASE THRM1 74 CARDS IN LOA 0 CASE 'dT1 0 WARNING 3 0 ERRORS ~~ o PK7TC ERFUWs i 1 00,PL 93. 4EE SCRACH. -l i17,4M eME101.ME1011 1

- - HE10tI*** met 011/FES05
  - CORE CHANGED rd0H 35a00 TO 41400 OECIMAL DOR,05 ***

i - + I j .i o I 4 k i + t .4 a .v

- - -.. - w w--

g.,-.

.-~ ~...~~ l l. j jas{,' SPECI AL STUDIES pg.e. 5-1 O F' ~ t 9ROACT Bttel.AAl.D -@/7.ONE SueET . 0e 2 Pi AraT DESIGN GROUP JOB NO. J SYSisu. blf.4 _.WarEA. CAI.C.NO. .ld C 4:... . t10 NO. //[-/[a9..*.///-/IP 7..... REV NO. Y 1 A. ossica cATA. S. CRITE RIA 'OBACTIVES 1 To sw wr 781 sitisses j) pipyig, tuss sxsers. '?22o-111-#IO) W AuAIEa l'Wi% && 'To 2 &. /S D/FMAV.Wilm ss77aonvr y,pg,o gy srb. Watt nt&GT T1/5 6005 4GCO/AGn1ENrS. nantt.: Asina SA-IS5 tlAss 2., (n. KC-70 ASala SECTw E,* M.%S2.3(f) ) 2.)504 8011<.TNsrnumsuranow '9-(!*') .4 Att g 3,Se, 4 1 Fuu ftomLG SETrzaniaWr C. REF ERENCES. NA ~ AfAll ID] I) Asma Sac. 27., %tss: 7)oW N& a

2) #1E M /

*'/t/W: Sam # G38LS2 M Mia: 7,t,/79

.y N5+Rr Mt. feafn a MTTUo4Wr* stGE tar?1 \\ !!La + b~22.31-A,'sers: 1/w*)1 4)BECHTEL Ww*d &SK-C-4 75. SUAV4yde ///6t, rad /kfitas, S)ssearEL wuMA: pl-M,7,6-1l% > st-il,9, ist.it3. 5%t.2 s u.c. l t j O.OESCRIPTION OF ANAL.YSIS/ STUDY PERFORMED: 1 DH=fEAGNT)AL. 3&Tr4Etr/EA/T* ' 37A W IN SuRIEA

/ ///Al$' ~

i l //1E-/01 - L/ YEAR ff.gsyjg pgrggySts, .I gg" pjjgg [q

3MVICE wnsA RE1talW Fb m UNfr NI 70'01"& 89H M 3

To %"-0#dd-/6. E. CONCt.USIONS: .} (%{a.8 W - 2j445,ui j 3 Se ' 52,5%. f = Ee. (tos) of ac-3452.3 (b) is nr awaso :. ok .} ACTION NAME SIGNATURE DATE cas ctn auwe ns \\E F. /11AfdTl/A 3. gogg) I "o ut u as f.R Au k ~ 6pd (f.e4 S. d4c.ots) ///fol o ? h,, m !,/ 1 / m __^* ovto av A. PATC-t M /'W_ t l I ' 'l So 2 j h.'0 ^nt,nr.:.;;,,;--" -' i i y 4.i ~., mmrm, ; y.,,=. _ -,, - n n,-

1 <l ( (, ~ CALCULATION SHEET-I94 nav. t.o. cau:.m. S T- ~7- % I 'M o ecxio An>> a. n r.9o omom4ma un un % bt w n our-r i t 2. 'o m o .aomer DA4 c H.K 26-o t+&. l/ sum cr 1 e $ gao.g j e.vs($5 's5'.n ~ m S aro W E i e,4.e4 8772 77 \\ \\6 / Q 1 1; f .g.5;.

j

/ a so m.d gg.,o .3' $35 8 0733 $ 615d.0_* l K/64.co ~ 2 ~7 o f.. t AY (A o 40 -te.14 1b C.- so M.w L sY p su } (,0 ~6Ik 690 -Ca4% .M [/.4T I "It -6 64 4,40 31.M 4 (..s z., SO ~ 4.i b Glo

t. % 1. l G 513.47

~ 90 -f.44 e t,o - 4 4+- o s75.n roc.vo 100 - 3.% d. 9 50 0-4b 56 75'c Y' ito -s.w. e+o -3. c.a , t.4 ~ l'LD ' 3.. I L 6 50 'i Go - 2 64-(, to. .3-17 o.44 -7 60. il l+o - 2.16 4 to 640- )1 JC0 - l.91 6oo - 2..~25 O. $(, 40 lho - 7.. Z.S $0 /~70 - 2.Tr STO - 2..@ o, +T. j (To - 3.Go 570 .i 1e6 -3.% 54o - 3. % o.Le t >Qb - 4.8 t

l 310

- 3 40 gO - M4-o,% ":23.0 36 s '23o -6.it. 52o -G 40 - t sc. I 2 40 .G A4-246 - i.2.0 EW " 6 O f. -o.t4. j 44o.sao me i j A

g+ .L-r +w . -. _. -.. ~,. -...---.-=-.4..- 1 'l .t W i-CALCULATION SHEET I oo 4 eu. ~

m. ~a.

omousaTom 'G* D* can I*'kl *"79 cuecxeo O ta a-Mrs b 749 Mi n t >h40 unit t t 2_ l vsin + pecJacf ao. no. o D 8S'F'1 d" N=== 9 b ".. O IY'b4 -Sd= _swasT NO_. 0 susJact-4_.. E. J '? 2 *7') S.$l % 0 0 T'I7 D dk%9.(o f I .~2 $ $ k. _.. t % 4. S %, i p. ? d b#. 7*I6 I ~ ....O 3Z....... (. L4 __b S. 4..i.l '"" 3. 3._5.. U i i l t t j I h t r hp C Q .Ee I h f .....L 0st}r %o\\ ] e i. -34 '4 t. .:......_......._..,_..._..J_.. I r + = = t .o a . 3.

i L__....

i t a I i ......... -...._...____j_.. .= 4 1.! .s ..W m.--- ee e.. ..e. m. 9 i . s. e i AAC.M 6M .j ? - ~

_q g, ,f e ,g ( 3 CALCULATION SHEET q iee4 m, ..v. b'u# lllil19 S ' T-r-2. I -7e e>,sexso oniousaron oara oara I I -,m., ,,m., , #1 e, u. x 5/ w cr ..r, r 4 AY A+ l /* R7f - .i 1 TO oo-A$o - 2 6--(..(, /O / 44.9 % Sc.SS ss.56 3 T.11 265 - Il-5'.(, - /t..- 4.6 ao.o ~ .l Il' 'T.. /* U' ~~)S(e - /-S.fe4 3 -o C4T ? l '30 4 h .. /.7 L

2. 4 4,,,_,,,,, W

}f X l f I -.?. j T' .) TO fX ? -44.% 5 y 3 5.17 , 7.. s. I I, 1

'I

.f 4 4 .s >l 4

ll

( t i 44o.szo ens I'

t 1

J - ~

Y--' 1 ~~ 7, FULL PRCRLE St:.t iLEMENT GAGE DATA

SUMMARY

St / ve.. ' ~ 1 II PIPELINE DESIGNATION 26-cH3C-54 TASLE No-1.DCATICN OF REA00UT PQINT 3 Ascent Service Water Pumo Structure f ELEVATION OF PIPELINE INVERT AT READOUT POINT AS SURVEYED BY BECHTEL POWER CORPORATION 426.06 a i DISTANCE FROM lhvERT COMMENTS .i REACCUT PCINT EL'EVATION k$f (ft) (ft) AY Mp. (w.) 0 626.06 A d Field Data Col 2ected on' Aoril' 20 ' 20.0 626.04 5 and 6.1979 - 0. /2 626.15 40.0 -8.52- ) 40 60.0 622.99' 80.0 622.86 /00 '1'00.0 622.71 -8.83, -E2 [20 120.0 622.60 -Y. N /40 140.0 622.42 160.'0 622.70 kB0.0 622.95 !200.0 622.95 ~ ( L220.0 623.05 l 140 240.0 623.10 l - 1. 2 t-250.0 623.06 {- d O h, 270 280.0 622.95 h-300.0 623.00- .) i; 320 l320.0 623.16 'I '- 3.4F t -S.47 '340 340.0-623.16 %o ! 360.0 623.20

7.0c 3

j E' 380.0 623.16 i l g 400 400.0 623.10 - 1.2 ll l 410 420.0 623.25 - 2. f l i. 440.0 623.25 ] ~ [? k ddO 440.0-623,22 - 2. 76 i N 480.0' 623'.01 l l o j MIDLAND PLANT-MIDLAND MICHIGAN g t _ h e:...,,,,,~...~.u...-~ m.....,~,_. l l i.- l, l l 0 n , -.. ~., _... _. - -,.

L. t w-w- 4l14 f?f 2.I FULL PROFILE SEi rLEMENT GAGE DAT 4 1 g TABLE No. 11 I PtPELINE DES!GNATION-26-o m -54 y t.DCATICN OF READCUT POINTP.agmne serviee veeer Puen-5mseture ELEVATieri CF P!PELINE INVERT AT REACCUT Pol BECHTEL POWER CCRPollATIOti'-676.06 I- ) ^ ~ 4 l j. DISTANCE FROM' INVERT i) u.,R,EAC M N ELEVATICN CONIMENTS ~ ,q am (ft) gg) i 500 '500.0 AY DNA 0 622.92 1 ^' S'20 $20,0 4.%. 623.00

5. O

$so,0 ~ 4 623.08 ~j"~- ~ ~ '.~ 30 5M $60.0 a - 623.17 623.25 i 400 600,0 Weh 623.26 620.0 ' U' 623,19 l 640.0 621. I s 660.0 423.08 i 49c 690 0 622.91 l- -4.48 1 { l j 1 11

l a

g .l .= A N g I b MIDLAND PLhNT-ivilDLAND MICHIGAN 1 w G C.t ~ - - :- _. :: : - -- 2. .-- *.--.. +: r--- - 3 _- I

\\.s ~s 42,'

_ _ _ g -

E U SM.J M Q 3 3 L '~ "1 7 / * !, ".T 3 s J y 4 9 S rg, y '\\ tg ,J 't' NE101

a W[

s Iv2 P G T IMPUT CARD IEACES s ~ '~ ~ cAspa 1 11 , 21 q 31 41 51 61 ~ S EQ't... ' + + %:i. ggy . + + + + + LDCASE=THEM1, j 2 RUN , ', ~ LDCASE=WT1 .P,. HIn s TITLF=EIDLAND SERVIC* !i 4 7't' 7_'. TUE,N 26-CD.q-j,4j ~ 5-PROJNC=7220,PRCBNO=1f o. 6 V USER = iJ,0 NITS = 2,CO DE: 7 U.' ANC 1 0 36 s 4 E= 2 7. G E 6, C_A=J).,. 9 djG.' e LAS/FTiS65.57,THERE=> 'd. PA=0.9,AR=0.9,RC=0.9 4 9 ,l 10.'. C .a.14-8 076 -11.53 ~ - ' 11.-.s:q"lAADi 20-4.456 x

3. 4 '

12 L.' 20 1. DISP =0.12 4 li ~13 1.

- 8.1926 5.736 1

14 .. _. 2, 40-0.19 2 6: 5.736 15 J4 6-5.18 6 *i, 3.63- + 'i 16 "O '800-5.186 3.63 cD=26.0,THIr=0.375. 'l 17 L3S/FT=278.57 18' 46 51 1.72 ' -3. 2.46 L OD=26.0,THIK=0.375, j 19 LSE/FT=278.57 20 21' 603.41 7.73 i 22 . RAD 60 1.0 DISP =-5.52 705.736 8.192_. 23 80 5.736 8.192 '244

10011.47"

's 16.38' 25 .

TAD _

100 1. Dis;=-a.as {' 26 12011.47. 16 38 27 RAD 120 1.0 DISP =-10.2 28 14011.47 16.38 29 RAD 140 1.0 DISP =-9.96 30 16011.47 16.38 31 18071.47 16.38 32 20011.47 16.38 d 33 22011.47 ,16.38 4 34 24011.47 16.38

, j 35 RAL 240

' ;1.C DISP =-4.2 f+ 36 26011.47 16.38 d 37 28011.47 16.38 R 34 RAD 280 1.0 DISP =-6.0 39 30011.47' 16 38 m j no 32011.47 'N a 16.38 d 41 RAD 320 1.0 DISP =-3.48 'l 42 s 3357.73 11.03 L 23 340 6.53

5 as

,3 A D 340 1. II DIspa.3.48 45 ,. tu 3 60 20 0 jl u6_.- RAD 360' _ ti DISP =-3. 4J [.. 300 20 0 .j a3,.J 4100 20.0 j, ' u 9 9 '. RAD '400 t. dis;=-4 2 50 1 420 20.0 .] 51 (. RAD 420' '-s. 30 DISP =-2.4 ll 52i '. 440 t' 20 0 -

i 53 u60 20.0
[/ -

$4 .. \\1t A D 4An Q.[5-CIspa-2.76 g s. r-ik

s a u-, 3s ts2_ 7/ul:= .i ES 480 20 0 5t 500 20 0 57 RAD 500 10 DISP =~6.36 58 520 20.0 1 59 HAC 520 1. DISP =-5.4 i 60 540 20 0 61 560 20.0 62 580 20 0 62 RAD 580 1.0 DISP =-2.4 64 600 20.0 65 RAD 600 1.0 DISP =-2.28 66 620 20.0 ,,6 7 640 20.0 68 660 20 0 69 690 30.0 70 RAD 690 1.0 DISP =-6.48 71 14801 a.856 -3.4 72 - - END + + + + + + + + i, 72 CARDS IN INPUT DECK ~j 72 CARDS IN LOAD CASE THRH1 72 CARDS IN LOAD CASE WT1 0 WARNINGS 0 ERRORS 0 FATAL EBRCES D,PL 93. j EEE SCRACH. 2T,15 '54101.511011 h

- ME101I***

mil 01 DIE 305 i-

- CORE CHANCED F30E 35400 TO 41400 DECIMA L WCRDS ***

i k l k. 'J (1 1 gi ,1 ll L.j i 4 4 i i ..- m --

s +. . = -,

g r.

,, <.f; SPECI At. STUDIES pgo l op 4 \\ PatOJECT: O b A. h.7 U SHEET I. 0 F 4.. e no.._._i.& 2.o ,, ant e sicu caoup sYsTEu: 15.gs.vfSA _ WM1pa _ _..,,. ga.AJ l Cat.C. no. ___.. _.._.. .. iro No. M.=tte.7.LAJ _... AEv no. s . A. DESIGN DATA-

8. CAITERIAiC8JECTIVES.

l' 'To s uo w M T-

NM

\\ Pip M C L AS.S SW. ,,,/ sua.te.s PIPlMG ' M- 0 ~ M ~ $ I g) qw, g4 sermssses av A4t.w warnsu com %w %.40 ; (e m s',s as,, Pips : S 3 t =. o.311* A savs sar.. in t N C sc.513Urj, MATL *. S A-l O G QR. S Gal.. (10 a.) , t.9 '7 'T ~j 2.). s ost A R o c x lusrm.vaumu ra rio" D :s 3 Se F U i. PR.a #=l t s. **'rTt.

w Wi-E

~ diAge 2ATA hv Atw U "c. nEFEnEucts: t /\\ss<_c 4,5o SUW W YIN seua ti ra =1 i.n. Pl@tM P&AM-N C. + z)yArt.3M -i vr (e,)(. / .3) S. J$ W.1 2lD47"A, 888 t. a s D - 113. o _ gl, sy if13f7.3 +) AsMe a 4 PV cae,, Str. n3 1977

5) me los nuu : VkN*ff, C-!L4 t5l 14k3 VGR.

Gfil*) y Dr ll* fogy S MUM.

l,, O.OESCRIPDON OF ANALYSIS /STUQY PERFORMED: Jiiirm.arsie 3 iN VA.; tt.\\ utb pip 1Ng 'b ua re 'D t I: i:sTcaw T/4 c. 'l S a 77 Lr m.r N7-L tNrta Mt ELA srie-- M AL 7335, B " 1 H ri c - 311 ; S e avic s kiATsnr,:t. cru a w r=R.c M b (E's q GenmToA cCeot.ert. I E. CONCLUSICNS: yaw 3p = 13,7 23 Psi.; 3 % = M,c o o f i = j e s. Q o a.) s N c.- sc st.a u,.) i s ~, r, 0k. a ~ 3 ACTION NAME SIGNATUAE DATE can cut 4 t:On uv ! C. 6ASA\\/ARAl{/ .. /. M b R' Mama / II-3-90 Ost cet ts as /oyfg bygry j &'M l l} 90 ^masvco <n A. p p n t. // M K y y I fI _ s - % Q { l 0'02.fut,iC;;',,T -~ ~ a 4 ' S =. =.

c (. i) pue m o= 4 i CALCULATION SHEET t CALC m nEY. 4 NM oan $ d M7? m.o dA/$.< % n 11 8 2 anomann 6- --( mMJ LM - CLrr 1. %1 o .um.cr SumAo D/AA4' uvo m.2).d.5 2 4-f 4 l O - !/Afr : 8 -/anse - 3//. y - -.. -.. - -.. - - -.bl . s-S/20 sal \\. ... E..?d o 3 7f._,, \\ y& Ax' i h & ' t . l M ,'E.. Z.. x } . % -...y: ~\\ ,g Y,,o r a 435 5, t Ag / - 4A. y; c a, ~ 74 4 1 4' 7; g[; yac,-5II 5.- 1 4 Gl. .l o' / O' 1.5 # t1 ( 3S. 9 j s r jl ..s D 4 i 5 2&%c.y m. .n. g _y i .1 I I? = Y

i ~~ FULL PROFILE St.1 iMMENT GAGE DATA SUMMA:n u. 34y i 3-1H8C-311 TASLE No. 8A P!PfuNE DEstGNATION 'f t.CCAT10N OF READOUT POINT fee A*tached Fleur* 7 f ELEV1. TION OF PIPEUNE INVERT AT REA000T POINT AS SURVEYED ST ,q -J 634.75 BECHTEl. POWER CORPORATION l SEP1* //,/i7? j AV D. STANCE FRCM INVERT

3 REACCUT PotNT ELEVATION mm (ft)

(ft) ( 2834N 0 634.75 gas.sT All field data collected on -9 i 10 627.43 Cas4*T Sept. 11. 1979 - 3 55 I (f5) 15 627.42 -9 6@ 20 627.44 -874 25 627.51 4 32. @b 30 627.63, sf -c,,% i 2 g i i f,I 4 ; i

t I

1 L i t 1 ] 1 / ? I I 2 4 MIDLAND PLANT-hdlDLAND MICHIGAN } l . i = q a=mu l e ti 1; ca: a:> w a m e w rare.~ arc u m,= I l c ~,-_.--.,---___.,,m._ ,-o,_.,_,,w__, .,w,,__.-wm,-...,,-,---w_..m.m.r-.,- ,m_

l l q ,h .. _ _ _ - ~. _ - - - - M k r 1 1 i I l M* h G P T 4, + [~ ~ __a

g

~_ = I q I i M h ~ l 15 j l i i 1 Ldl I l 3 l l l l 5 . s.e s s

b..,

,ls*

?Q*N.

-a t - w... e { .rg = t NM .*) 5 L t l 'y , 9, ',.... j.- ..l l N f l ! 1 en I I ] I I 1 l I l l g I I .It.! I I 1 1 I l t I l I l I T l s. l l l f l l E l l' I E i I l . f E ~ I I l l l i i l 5 I I I \\ I i j i ~~ i i l i s I 5 i i il l I i.. I i i i i I i I I i I i i I I i g~ [ - .y I I il Ii i I l l i a

-..-J-

-e.,e--+---* Q t \\ g s E a t 8 Ei i' 6 - 2_ =I (. . 3 Es t u o N h4 l-EE s$ -_ g

j. -;

n. pJ [ - L. 5 t 2 i 1 O ~ f . g_ t -~*~"-~ i _... m._ - ;- ^

=..

._= ;_3#_. r 3 7..- --+-- -- -. : :-0=- - _.... _.- m = _ H su

a. = w._ ;_ _ _.=:

I n + 5 Y zAO +4Wd tr.w/ - Ay y i 6 L i k

E.- e l' ^ I J ME101/G4 HE101 INPQ7 C' A R D 1 4 A G.E 3 -i CA_RD i ii 2t' 11 at 11 ht 71- -j - SEQ + + + + + + t 1 M=le7 REY.*3 AND $N=C=650

====3EPT 79 OATA -f 2 WED ??TLraM?OLANS amtWac=31-3 PR08N0s e 8ROJN0s-722 4 UNIT 3a2,USEPsCS,CCDEs3C: g 9-RUN - LD2ASEsTWsMi 6 ANC 7 =9.0 ..l 7 Es27,9E4,0038.625,THICs. THERMS 0, ras,999,R8s,999, 8 10 3=0 1 9 RAD to 1.0 DISPs=8.84 g .j. to 15' 5=0 .J ,DISPs=9.0 - P 1' RA0 ft 1.0 la 30 5=0 13 RAD 20 1.0 O!3Ps=8,76 .g ia as 5=0 15 RAD 25 1.0, DISPs=7,92 16-30 50 17 RAD 30 1.0 OISPe=e.46 9' 18 END t + + + + + + +- 18 CARDS IN INPUT DECX 18 CARDS IN LOAQ CASE TMPM1 O WARNING 3 i 0 ERRORS O FATAL CRRuR3 F4EE JCMAGMe ll AC WaHN!ns 100000000000 -i XGTeKM eME101.NE101! 1..: e**ME101%*** M 1. e** CORE CHANGE [0 F101I/FE805 ROM 37044 TO 43044 OECIMAL W0N03 ese Lt l' l. a 'k H ii I li !i 'T T. '. :T~ ~. ~ ~'~.., - ~ ~

q. ) MMNG ANALYSIS CHECK AND COVEft SHEET .2; N1AL 37U01E5 pnonCT: Y?92'd'D lld! . 3! SHEET OF JOB NO. 72 2 o PLANT DESGN GnOUP p ,,,T o.,om, u-z- . eAl.c. No. 1eas Isa No. p-ic.7 (o) nEv No._ a l A. DESGN DATA: i E. CRITERWQSJECTIVES: rf d a 16 F lhe </,, eau 1

1. Assa 9,r,. 9ai<: M-4si /w. Je
, j,ca d.A 9.-

d e /. y J (Ac-Jas.14) J-uk.1 se///eku / see/ i ) cab s7 '""l-4 ~ g g,.,o a G ASM/ dier.2. A-BedA*30.] A

l. :

AJN/- SALOG GnA G.E. 3, jw.. iG g 3g, 'i

2. Sara. / lac>s.$ddfAaM1/1417ad

c. nErEnENcas.

1 T!w A'c/5s <$1rrdk/df SACsSJfA S. AJM1 tscr. 2xt, Aasserobd-dC 4 2.Mfiol) fan: VCNGO at:Q44kOG \\

1)

S'"AAY - 0/)A i.i ,79 s, s /A1-faa kn'u Arrizxar @e.se.w j;.g.go ) sw.Psrs - Jor. JJ 4.Jaano A'mba A.,'79 stu : Sx C-Gfo Jas. A

s. Yan Awa Asi - Am-C jf-1s7(a)fas. 6 D. DESCRIPTION OF ANALYSIS /5TUDY PERFORMED:

9?/rnar/Ax dirriswr d'smst is i axisp /6r/// d ~ r AA'-lol ,&ssa4. fistr'c / sapis / ~l ps,];. 8"- A//AC Ossics \\ Vata 0rxtr /$$x } .9]* w. Crds/AYM. OacrA -212JA s 1 E.coNewsoNs. J/ J.L. a/.1s ak, = ',p" = 14347 ; 3S, = 45000 e y p ] b h %5.2. 3 ())

- J Arl

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TA8LE No. 98 PIPEUNE DESIGNATICN T-M C-82 ~ LOCATION CF REAOCUT POINT See Attached Ffeure 7 'l ELEVATION OF P!PEL!NE INVERT AT REA00UT POINT AS SURVEYED BY ~ ,j SECHTEL POWER CORPORATION 634.96 q i DISTANCE FROM INVERT. M-hrA l READCUT PCINT ELEVATICN COMMEm je7 y (ft) (ft) ? 0 634.96 All field data collected en -A*48 7-a 10 627.63 Sectember 11. 1979- '*G.48 10 15 627.59 -4.9s iS' 20 627.59 -4.96l' 20 627.65 -G.341 25-25 { 30 627.74 -5.36 30 33.7 627.79' I -2.F, ' 34-i I i i I 1 1 1 t 4<t I 3 I 1 ll l MIDLAND PLANT-MIDLAND M.[CHIGAN i @PD GEOTEC-WCA4.INSTA.MENTATCN E.wm ij l* .L_..

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8 IASLE NO.3 95

DATA COLLECTED ON:

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i ] e \\s.sosi.ai i = u. i e s24.so. . tete 28's go 2 ii.82.s cowc.c43ma. 3es.civu. ows's ia i 3 n EbbRATORBUlLDING.ssoesas 3 _.gf \\\\ NY"'A DESEL n-m oe M! 3[ ) j N s siis m i' I ii s.si2o.ai ~ 1 ,7s. is7.co I! gl lg

e. ess.es i E sios.3___,;.- g,4Lj}

q a. s1s 3 <s. o f. F s.si2o.ai 3;g g,, s.sito.as s s44.co. s is g,,,,,o,33 mo E 288.3 5 j: ~ 3 2,. i E. 25s.25. s'* 35M&S/ l 1 -l \\ l {~ N Nc' 'li Nm a N A t enu%,y -aanyez;Y 4"i R l'i'.*e+q s e.,n,c.9,i ' c .gg,ey ,_g.g., e e e e

____.m FMCE ScP5 FULL PRORLE SETTLEMENT GAGE DATA

SUMMARY

(~ TABLE No. 7 PIPELIE DEEGNATIM s-tw NOTE: SEE FIGURE No.1 FOR LOCATION OF PIPEUNE AND REACCUT PC(hT l-12 ']1 i 01 STANCE FROM 3,p,,y REA00UT PolNT NVERT ELEWTCH CohEdENTS ~~ Ruu (FT.) (FT.) A Y 05 8. M.) n m >n I-n.-79 70 / 20.0 627.73 M3 reading taken at 10.b ft. -528 / i, i 24.67 827.68 l 40.0 827.42 l 49 / 48.83 e27.22 - //.4 / 60.0 826.M 70 / 70.0 s2s.R2 - 4.2 / 80.0 82s.as 90 s 90.0 s2s.w i - /1.4 100.0 827.24 8 110.0 827.42 ..I20 / 120.0 827.72 , - S. 4 / 130.0 627.81 140.0 827 7s ' l 150 ' 150.0 e27.87 - 3, (, s t I 4 I i i l I E i MIDLAND PLANT-DIESEL GENERATCR BUILDNG l I MIDLAND MICHIGAN f (.. W t erN-_ _ _ _ 1 i i

ry, -..._ a _ u -l, -- ' I A-

m. - -

()

-l '. l RE101 k IE F0f CA2D INAGES T . l-1 11 21 31 41 51 61 71 .i { + + + + + + + + i .? RUN LDCASE= THIN 1, 'l RUN LDCASE=WT1 71 RED TITLE =8-0HSC-81 HIDLAND DSL ]j - GEN BLDG,PROJN0=7220, USER = ? PROBN0=1010, UNITS =2, CODE =h31S73, ,n AMC -2.64 E=27.9E6,0Dat.625,THIE=0.32, j LES/FT=50.25.THIRMao.0, j IA=0.9,28=0 9,AC=0 9 20-10.0 j ci RAD 20 10 DISP =-5.28 $j - - 5 00 L 30 -5.0 -40 -10.0 . t -- -49 -9 0 EAD 49 1.0 DISP =-11.4 60 -11 0 1 70 -10. RAD 70 1.0 DIS P= - 16. 2 j 80 -10. 90 -10. i i RAD 90 1.0 DISP =-14.4 i 100 -10. 2 110 -10. j 120 f -10. RAD 120 1.0 DISP =-5.4 i 130 -10. ] 140 -10. 150 -10. 1 RAD 150 10 DISP =-3.6 END j + + + + + + + + g i 'i 31 CARDS IN INPUT DECE 31 CARDS IN LOAD CASI THRH1 31 CARDS IN LOAD CASE ET1 9 O WAANING5 0 ERAORS 0 FATAL ERICES FL 93. A ij ~$CRACH. 't

4 l

l-(5 '3I101.RE101I l 4 i < l_l It'01I*** R1101 /TIiO5 l ) r : -}}

ML20093P039

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