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| 1 l
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| l Log # TXX-38087
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| ,- - File f 10010
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| = Ref. # 10CFR50.34(b)
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| = =
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| NELECTRIC January 19, 1988 ISISU.
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| U. S. Nuclear Regulatory Commission Attn: Document Control Desk Washington, D. C. 20555
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| ==SUBJECT:==
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| COMANCHE PEAK 3 TEAM ELECTRIC STATION (CPSES)
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| DOCKET NOS. 50-445 AND 50-446 ADVANCE DRAFT COPY OF FSAR AMENDHENT 67 CHANGES Gentlemen:
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| In order to inform the NRC staff of CPSES FSAR changes at the earliest possible time we have enclosed an advance draft copy of changes that have been approved by TU Electric for incorporation into Amendment 67 to the CPSES FSAR. j Please note that the enclosed draft FSAR Amendment 67 changes should not be inserted into your FSAR. Our formal submittal of Amendment 67 will be forthcoming during early 1988.
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| Amendment 67 provides revisions to figures and flow diagrams only. Attached is a list of figures included in this advanced submittal. A description of the changes for each figure will be included in our formal submittal af Amendment 67.
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| If ynu have any questions concerning this letter or the enclosure, please do not hesitate to contact me or my staff.
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| Very truly yours,
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| [d. 6,(ca n n [
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| W. G. Counsil By: N"d J. S. Marshall Supervisor, Generic Licensing ,
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| RDD/mlh Enclosure f
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| c - Mr. R. D. Martin, Region IV
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| \g n Resident Inspectors, CPSES (3) 8801210135 880119 5
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| q?
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| h'0 DR ADOCK 050 i w0 hrth Olar Streat LB Jl Ikiks. Tew ?$.'01 t
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| Attachment to TXX-88087 January 19, 1988 Page 1 of 10 COMANCHE PEAK STEAM ELECTRIC STATION (CPSES)
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| ADVANCE DRAFT COPY OF FSAR AMENDMENT 67 CHANGES FSAR Figure No.
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| 2.5.1-2 2.5.1-7 2.5.1-11 2.5.1-13 2.5.1-24 2.5.1-16 2.5.1-32 2.5.4-4 2.5.4-6 2.5.4-14 2.5.4-14A 2.5.4-21 2.5.4-27 2.5.4-30A (sht 1) 2.5.4-30A (sht 2) 2.5.4-31 2.5.4-32 2.5.4-33A 2.5.4-33B 2.5.4-39 (sht 1) 1 2.5.4-39 (sht 2) 2.5.4-39 (sht 3)
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| Attechment to TXX-88087 January 19, 1988 Page 2 of 10 COMANCHE PEAK STEAM ELECTRIC STATION (CPSES)
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| ADVANCE DRAFT COPY OF FSAR AMENDMENT 67 CHANGES 2.5.4-39 (sht 4) 2.5.4-40 2.5.4-42 2.5.4-43 2.5.4-44 2.5.4-45 2.5.4-46 2.5.4-47 2.5.4-48 2.5.4-54 2.5.4-55 2.5.4-56 2.5.5-5 2.5.5-16 (sht 1) 2.5.5-16 (sht 2) 2.5.5-36 2.5.6-7 2.5.6-10 2.5.6-11 2.5.6-47 2.5.6-48 5.1-1 (sht 1) 5.1-1 (sht 2) 5.1-2 5,4-6
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| Attachment to TXX-88087 January 19, 1988 Page 3 of 10 COMANCHE PEAK STEAM ELECTRIC STATION (CPSES)
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| ADVANCE DRAFT COPY OF FSAR AMENDMEhT 67 CHANGES 6.2.2-1 (sht 1) 6.2.2-1 (sht 2) 6.2.4-1 (sht 10) l 6.2.5-1 6.3-1 (sht 1) 6.3-1 (sht 2) 6.3-1 (sht 3) 6.3-1 (sht 4) 6.3-1 (sht 5) 7.2-1 (sht 8) 7.6-5 7.7-14A 8.2-11 8.3-1 8.3-2 (sht 1) 8.3-2 (sht 2) 8.3-2 (sht 3) 8.3-3 8.3-5 (sht 1) 8.3-5 (sht 2) 8.3-6 (sht 1) 8.3-6 (sht 2) 8.3-6 (sht 3) 8.3-7 (sht 1) 8.3-7 (sht 2)
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| Attcchment to TXX-88087 January 19, 1988 Page 4 of 10 COMANCHE PEAK STEAM EI.ECTRIC STATION (CPSES)
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| ADVANCE DRAFT COPY OF FSAR AMENDMENT 67 CHANGES 8.3-8 (sht 1) 8.3-8 (sht 2) 8.3-9 (sht 1) 8.3-9 (sht 2) 8.3-9 (sht 3) 1 8.3-9 (sht 4) 8.3-10 (sht 1) 8.3-10 (sht 2) 8.3-11 (sht 1) 8.3-11 (sht 2) 8.3-11 (sht 3) 8.3-12 (sht 1) 8.3-12 (sht 2) 8.3-13 (sht 1) 8.3-13 (sht 2) 8.3-14 (sht 1) 8.3-14 (sl 2) 8.3-14A (sht 1) 8.3-14A (sht 2) 8.3-15 (sht 1) 8.3-15 (sht 2) 8.3-15A (sht 1) 8.3-15A (sht 2) 8.3-15B (sht 1) 8.3-15B (sht 2)
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| Attachment to TXX-88087 January 19, 1988 Page 5 of 10 COMANCHE PEAK STEAM ELECTRIC STATION (CPSES)
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| ADVANCE DRAFT COPY OF FSAR AMENDMENT 67 CHANGES 8.3-15C 9.1-13 (sht 1) 9.1-13 (sht 2) 9.1-13 (sht 3) 9.2-1 (sht 1) 9.2-1 (sht 2) 9.2-1 (sht 3) 9.2-3 (sht 1) 9.2-3 (sht 2) 9.2-3 (sht 3) 9.2-3 (sht 4) 9.2-3 (sht 5) 9.2-3 (sht 6) 9.2-3 (sht 7) 9.2-3 (sht 8) 9.2-5 (sht 1) 1 9.2-5 (sht 2) 9.2-5 (sht 3) 9.2-5 (sht 4) 9.2-5 (sht 5) 9.2-5 (sht 6) 9.2-6 9.2-7 9.2-15 (sht 1) 9.2-15 (sht 2)
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| Attachment to TXX-38087 January 19, 1988 Page 6 of 10 COMANCHE PEAK STEAM ELECTRIC STATION (CPSES)
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| ADVANCE DRAFT COPY OF FSAR AMENDMENT 67 CHANGES 9.2-16 (sht 1) 9.2-16 (sht 2) 9.3-1 (sht 1) 9.3-1 (sht 2) 9.3-1 (sht 3) 9.3-1 (sht 4) 9.3-2 (sht 1) 9.3-2 (sht 2) 9.3-3 (sht 1) 9.3-3 (sht 2) 9.3-3 (sht 3) 9.3-3 (sht 4) 9.3-3 (sht 5)
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| I 9.3-3 (sht 6) 9,3-3 (sht 7) 9.3-3 (sht 8) 9.3-3 (sht 9) 9.3-3 (sht 10) 9.3-4 (sht 1)
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| ] 9.3-4 (sht 2) 9.3-4 (sht 3) 9.3-4 (sht 4) 9.3-4 (sht 5) 9.3-5 (sht 1) 9.3-5 (sht 2) ,
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| 4
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| Attachm:nt to TXX-88087 January 19, 1988
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| - Page 7 of 10-
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| _ COMANCHE PEAK STEAM ELECTRIC STATION (CPSES)
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| ~
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| ADVANCE DRAFT COET OF FSAR AMENDMENT 67 CHANGES 9.3-6-(sht 1) 9.3-6 (sht 2) 9.3-7 (sht 1) 9.3-7 (sht 2) 9.3-7 (sht 3) 9.3-7 (sht 4) 9.3-7 (sht 5; 9.3-7 (sht 6) 9.3-8 (sht 1) 9.3-8 (sht 2) 9.3-9 (sht 1) 9,3-9 (sht 2) 9.3-10 (sht 1)
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| .9.3-10 (sht 2) 9.3-10 (sht 3) 9.3-10 (sht 4) 9.3-10 (sht 5) 9.3-10 (sht 6) 9.3-10 (sht 7) 9.3-10 (sht 8) 9.3-10 (sht 9) t 9.3-11 (sht 1) 9.3-11 (sht 2) 9.3-11 (sht 3) 9.5-52 (sht 1)
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| -l Attachment to TXX-88087 Janua ry-. 19, 1988'
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| ;Page 8 of 10 COMANCHE PEAK STEAM ELECTRIC STATION (CPSES)
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| ADVANCE DRAFT COPY OF FSAR AMENDMENT 67 CHANGES 9.5-52 (sht 2) 9.5-52 (sht 3) 10.3-1 (sht 1) 10.3-1 (sht 2)-
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| 10.3-1 (sht 3) 10.3-1 (sht 4)-
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| 10.3-1 (sht 5) 10.4-3 (sht 1) 10.4-3 (sht 2)
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| ! 10.4-4 ,
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| e 10.4-5 (sht 1) 10.4-5 (sht 2) 10.4-5 (sht 3) 10.4-5 (sht 4) 10.4-7 (sht 1) 10.4-7 (sht 2) 10.4-8 (sht 1) 10.4-8 (sht 2) 10.4-8 (sht 3) l 10.4-9 (sht 1) 10.4-9 (sht 2) 10.4-9 (sht 3) 10.4-10 (sht 1) 10.4-10 (sht 2) 10.4-11 (sht 1) j
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| Attachment to TXX-88087
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| - January 19, 1988 Page 9 of 10 COMANCHE PEAK' STEAM ELECTRIC STATION (CPSES)
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| ADVANCE DRAFT COPY 0F FSAR AMENDMENT 67 CHANGES 10.4-11 (sht 2) 10.4-11.(sht 3) 10.4-13 (sht 1) 10.4-13 (sht 2) o
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| - 10.4-14 (sht 1) 10.4-14 (sht 2) 10.4-14 (sht 3) 10.4-14 (sht 4) 10.4-14-(sht 5) 10.4-15 (sht 1) 10.4-15 (sht.2) 10.4-15 (sht 3) 10.4-16 (sht 1) 10.4-16 (sht 2) 10.4-16 (sht 3) 10.4-17 (sht 1) 10.4-17 (sht 2) 10.4-17 (sht 3) 10.4-18 (sht 1) 10.4-18 (sht 2) 10.4-19 11.2-2 l 11.2-3 (sht 1) 11.2-3 (sht 2) 11.2-4 (sht 1) er T3 w m--a--ww-<<Tm,yy rmm
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| Attachment to TXX-88087 January 19, 1988 Page 10 of 10 COMANCHE PEAK STEAM ELECTP.IC STATION (CPSES)
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| ADVANCE DRAFT COPY OF FSAR AMENDMENT 67 CHANGES 11.2-4 (sht 2) 11.2-4 (sht 3) 11.2-5 11.2-6 11.2-7 11.2-8 11.3-1 (sht 1) 11.3-1 (sht 2) 11.3-1 (sht 3) 11.3-1 (sht 4) 11.3-1 (sht 5) 11.3-1 (sht 6)
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| II.B.3-1 f
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| i
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| | |
| Appeesimee.
| |
| g k Ese Sy stem Series Geo. , 5eretienophic Unis. Thicknes s Chereceu of Rock.
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| |
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| |
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| |
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| |
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| |
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| |
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| |
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| |
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| |
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| |
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| -1
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| ~
| |
| DEN $lTY FORMATION Lltt40 LOGY 2.2 2.4 u M
| |
| ,.; o S2L sneie, gre.n, sticky, .regon.t. cener.tions 1 or w
| |
| W MlOWAY FM. .2 3*-} shale, buff colored, pepery with sandy feminations ene concreHons e 'f e .
| |
| 4 a
| |
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| |
| m d.~.: - skole sendy on d nieveriHe shels, grey, sticky
| |
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| |
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| |
| ~M ID
| |
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| |
| _ e.
| |
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| |
| y ME shale, dark merly, fossitiferous u gc cneis O'I' 'Y " I * ' '"" I' ' ' N ' I''" '
| |
| AUSTIN GROUP chelk,' w'' hit'e; merl with'gloveenite skele, calcereevs, miner send end chalk
| |
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| |
| g _
| |
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| |
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| |
| _ ;;:,--d skele, gre). block, seicereevs with timestone stringers, eelitic, denne fg se i'l P R E3idlCK$ BURG G. M sheie, bleck, calceroeves timestone, fossikfeeevs l
| |
| p.gpo sendstone, with redbeds & minor shele
| |
| _PM UXY FM. y s andstana. ealeareou s w $,:7::1 send stone 4,3-V sendstone & silf stens with shaly pertings 6 <mi son :s , e, celsereous and silty Z
| |
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| |
| U limestone, selitic, sendy, shely sendstone, colsereeve, shely l ' limestone, shely, fos siliferovs
| |
| [ shele, red & grey; shely sendstone l
| |
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| |
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| |
| g s%Io, red, green & grey, wouy x-:
| |
| tE'6:
| |
| COTTON VALLEY FW4M mudstone, vericefered b E.E shole with dense limestone stringers & minor ed e nh, d,i,e w
| |
| g 3 5 shcle, meroon, red,,with enhydrite, seit & silty 9 GUCKN ER FM. .
| |
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| |
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| |
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| |
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| |
| shele ead redbeds, ereaeceous P E AGLE ulLLS FM. ? %((f N
| |
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| |
| 1 yl M PTjnV y;y;f(iUL '
| |
| (,i[ i
| |
| $0VRCE: Crosby,1971 COMANCHE PE AK S.E.S.
| |
| FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ROCK DENSITY VARIATION WITH DEPTH FIGURE 2.5.1-7 1
| |
| l
| |
| | |
| LKAL ssMwas CMWel TYPICAL ! = = TYPICAL TMlCKNESS I 5 TM ICKM 55 IN FEET * *
| |
| . lu, FEET
| |
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| |
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| |
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| |
| g g
| |
| 800
| |
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| |
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| |
| I x .
| |
| 100 Kees WALNUT FORMAT 10st (SMALE) W I
| |
| , I, g t M -
| |
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| |
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| |
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| |
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| |
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| |
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| |
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| |
| .. a
| |
| __ ____ ) LIM ST M (lit. OR CLAYSTONts 5! --
| |
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| |
| l Ill 60-65 *g ! !
| |
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| |
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| |
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| |
| . In '"~ .
| |
| I $ 400 E l iUI 8r
| |
| =
| |
| Ktm TVlu Mote TAIN5 5ANDSTON!
| |
| 250 g
| |
| l ie j .;
| |
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| |
| (65 FEET OF THIS FORMATION PENETRAT;D IN SITE BORINGS) Q j i i g! u 4
| |
| ~
| |
| P4E-CAML l
| |
| l NOT TO SCAlt l- ,' 'k' gi l KEY: a EXPOSED FORMTION WITMIN 5 MILT $ or $1TE AMENDMENT 7 JULY 31, 1979 l A STAtl0N Sitt P0$ifl0N COMANCHE PE AK S.E.S.
| |
| FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOCAL GEOLOGIC COL lJMN l
| |
| l m- rui m 2.5.1-11 "
| |
| I
| |
| | |
| -=
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| |
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| |
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| |
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| |
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| |
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| |
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| *NM 7 ZONE IV U ' ' l l 233 i
| |
| ! ud !!i! !:'!!'*::'-
| |
| l m7 m m 7;a 250 zp - -
| |
| TWIN MOUNTAINS 8j .
| |
| FORMATION
| |
| ;r weerat i 1 6- :...... ...
| |
| 0 40 80 0 100 200 300 400 (COUNT /SEC/IN) ! (OHMSPERINCH) k l
| |
| COMANCHE PE AK S.E.S.
| |
| FNAL SAFETY ANALYSIS REPORT
| |
| ( BASED ON BORING P-10 UNITS 1 and 2 LITHOLOGIC SECTION
| |
| "'t'~
| |
| '[ AT PLANT SITE l FIGURE 2.5.1-13
| |
| | |
| ; e n- , 5$oi
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| |
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| ( s#,e P3 -
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| ...'r'h SERVICE WATER DISCHARGE -
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| CLASS I ,.s 15+0 , 43 N '
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| vSEISMIC PROFILE 3 &
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| SAFE $HUTDOW IMPOUNDMENT DAM N tass i sx (
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| * sitwT reasuntetNT LOCATION f !). I l ,f \
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| Q' Q //ll V XuwKwa M N EL E*$fs*p'I"[y ttw COMANCHE PE AK 3 E.S.
| |
| ' FNAL SAFETY ANALYSIS REPORT
| |
| / UNITS 1 and 2 NIsAiCrnerittsAnoumetesunvercATAAnt GEOPHYSICAL URVEYS ltLusTRATeb ON rlGuR!s 2.5.4-15 TMnouGM 2.5 4 /
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| / rGURE 2.5.4-14 i
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| TEXAS UTILITES GENER ATING COPAPANY,
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| 'l FIG URE 2.4 -4 0, ' PLOT PL AN, DR AIN AGE DlTCHE S LAYOUT *, MODIFED FOR: AMENDMENT 1, J U N E 15,19 7 8
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| coFEET FINAL SAFETY ANALYSIS REPORT
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| * LEGEND UNITS 1 and 2 !
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| S-1A O SOURCE BORING PLAN AND LOCATION OF POST-CONSTRUCTION CROSSHOLE L-1 6 LISTENING BORING SURVEY BORINGS j I2lOI - 0 9_ riouse 2.5 4-'4^
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| FINAL SAFETY ANALYSIS REPORT i UNITS 1 and 2 UPHOLE SHEAR WAVE SURVEY (PRIMACORD METHOD) BORitiG M-5 F GURE 2.5.4-21
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| glanctrea {
| |
| ha 5 5 5 $ $
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| s ! $
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| E i 1
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| ~
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| : m c E 3 E d 5 F 2 2 4
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| [n $
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| 5
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| = s U E E ih 3 d P ]
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| d e M
| |
| E 2 FO R N ATIO N r
| |
| l FO R M ATIO N b ~
| |
| Amendment -
| |
| January 31, 1978
| |
| ~
| |
| _[
| |
| COMANCHE PE AK S.E.S.
| |
| FINAL SAFETY ANALYSIS REPORT A-A' UNITS 1 and 2 200 400 i . .t .
| |
| CROSS SECTION A- A' FIGURE 2. 5,4 - 40
| |
| ,M9 BB $6AW
| |
| _ , , _ _ _ _ , m._
| |
| | |
| .-g /
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| g o b <
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| -24.9 KSF M AX.
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| j# 5 'o 1
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| L- /-
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| ===c g-
| |
| === P l
| |
| ADVAliCE 10PY COMANCHE PE AK S.E.S.
| |
| FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EU.tG\TIO1 PFESSURE DISTRIBUTIO1 (MER COtRAI?MNT WRING SSE FGURE 2.5.4-4 2
| |
| | |
| Godset M
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| =,_ ?' ! l (1) Equivalent slab thickness = 2' -
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| I (2) Claystone layer is 1.0' below ;
| |
| $ ,'6 bottom of slab and is 1.5' thick g
| |
| : y. ;l;; ,
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| Total heave at top of slab = -
| |
| l''
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| LIN' STONE----' (3) ---
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| heave at "A" minus heave at "B"
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| "~
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| n =0.17"-0.08" W ll =0.09" t-t-
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| |
| r i
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| i ! Emrr OF CLTJSTOZ i , , . ,
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| | |
| TYPE MATERIAL - BEDDING SAND 5-- -
| |
| MEAN RELATIVE DTMSITY = 90.551
| |
| ~
| |
| STD. DEV. - 7.11 N = 18 4_ _
| |
| E 80% RELATIVE DENSITY E 3-- MINIMUM ALLOWED m
| |
| 5 o
| |
| 2-- ,
| |
| 1-- -- -
| |
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| 0 40 50 52 54 56 SR 60 62 64 66 68 70 72 74 76 78 80 82 8186 R8 90 02 04 96 98100102104106 '
| |
| RELATIVE DENSITY COMANCHE PEAK S.E.S.
| |
| FNAL SAFETY ANALYSIS EPORT UNITS 1 and 2 RELATIVE DENSITY TEST SupmARY FOR BACKFILL AROUND CATECORY Z AMENDMENT 23 ELEC. MANHOLES AND LOCT BANK
| |
| . . . , , inn, rr. .nc 9 c a 44
| |
| | |
| 25_. TYPE f1ATERIAL - CRUSHED STONE
| |
| < 2" SIZE MEAN COMPACTION = 102.517.
| |
| STD. DEV. - 4.76 N = 108 20- -
| |
| n 5
| |
| N 15 ~ ~
| |
| '*'#"I" "
| |
| e MINIMUM ALLOWED C
| |
| ll 10__
| |
| 5__
| |
| gm M. ~! NI?Y 2.Jpn 0 I 88 90 92 94 96 98 100 102 104 106 108 110 112 114 116 118 PERCENT COMPACTION COMANCHE PEAK S.E.S.
| |
| FNAL SAFETYANALYSIS FEPORT UNITS 1 and 2 PERCENT COMPACTION TEST SupMARY
| |
| * FOR BACKFILL AROUNO CATECORY I AMEN 0 MENT 23 CONourr J LY 1,1981 J' FIGURE 2.5.4-45
| |
| | |
| 4 w M
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| $ W E" g9 g$N 6R <F 34 "S w
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| e m ~ e . e m ~ o (N) SIS 21 40 V20UIN
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| | |
| TYPE MATERIAL - CRUSHED ROCK
| |
| < 2* SIZE MEAN COMPACTION = 101.251 STD. DEV. - 4.46 .
| |
| N = 134 2
| |
| w 30 - -
| |
| 951 COMPacTIou MINIMen ar.rmED E
| |
| E 5
| |
| f 20 --
| |
| 10 - -
| |
| p%QW?
| |
| 9 rw-i) 0 C4 06 88 90 92 94 96 93 100 102 104 -106 108 110 112 114 116 PERCENT COMPACTION g4 p FNAL SAFETYANALYSIS IEPORT UNITS 1 and 2-PERCENT COMPACTION TEST SWemR1 .
| |
| gF 8ACKFILL AROUND THE SERVICI AMEN 0 MENT 23 TER INTAKE STRUCTURE NOTE: Accepted Values Are > 95%
| |
| JULY 1. 1981 FIGum 2.5.4-48
| |
| | |
| N A kxZ ( Hi Xs- "
| |
| o- t w
| |
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| Ko(XtiH -X,H2) a - -
| |
| BACKFILL ROCK Xt = 140 pcf Xt = 140 pcf LOAD /LIN.FT.
| |
| OF WALL Ew = 62.4 psf Xw = 62.4 psf STATIC (Hit Ko = 0.47 Ko = 0.33 DYNAMIC (Hit Cc=400 psf AKAE = 0.04 .
| |
| COMBINED %(H1 X h = 0.12 g Hc; = 2 FT HC = 4 FT
| |
| * APPLICABLE FOR 2H $H3 :lF H 2 2
| |
| TO H i SINCE STANDING WATER AKAE = 0.10 EFFECTIVE STRESS.
| |
| X h = 0.12 g Tl ** FOR UNIFORM SURCHARGE ONL''
| |
| APEllTllllE
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| >H,H 3 2 SHOULD BE TAKEN TO BE EQUAL DOES NOT EFFECT THE MAGNITUDE OF COMANCHE PEAK S E S FINAL SAFETY ANALYSIS REPORT UNITS 1 AND 2 STATIC AND DYNAMIC LATERAL EARTH PRESSURES
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| |
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| |
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| BORING P-9A l *f gj SURFACE ELEVATION 8375 gj E SURFACE ELEVATION 83175 r C0040t N AT ES 229,4 41 N z COORDIN AT ES 229,441 N E ao 911.8 80 E E 20 Sil.880 E
| |
| $ $I SYWBOLS DESCRIPfl0NS d 8 $$SYWBOLS DESCRIPTIONS
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| * == u.1 cut nn -s, mra a. to.ms: * -
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| 830'
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| - I q tas aestuacas toestoss, srmate marmaa 660a '
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| L2* tartava of etLB CtatstosE ICIEs at 8t'4" gg X O 800" =
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| |
| c >stusic eo. a irv.uo me "*'.tcm u.s , . ,m_.a caease etwtaa, ,,, FNAL SAFETY ANALYSIS REPORT l
| |
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| UNITS 1 and 2 l -
| |
| l '" LOG OF BORING P 9A
| |
| ( .tamir etcasar a
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| E j BORING P-9A gI SURFACE ELEVATION 833.'l5 t j COORDIN AT E S 2 29. 4 41 N 911,8 00 E E go
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| : u. ,c. ,oet-.a svi~e*=e et=<taatc= t r iv ia s rLiv tuer UNITS 1 and 2 cc. *s a va LOG OF BORING P 9A ec.ct=t occatav oc occ ,
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| I 1 FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 l
| |
| CYCLTC SHEAR STRENCTH CRITERIA
| |
| _ FM ROCK FILL i
| |
| FGURE ?.5.6-47 _
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| l WIDE RCS RCS RCS RCS RANGE Th Th Tc Tc PRESSURE RTD RTO RTO RTD lPT405 TE413A TE423A TE4338 1E4438 g u y U u TR ANSMi TTER RTO RTO RTD RTD Po+f AMP AMP AMP AMP p y PLY 405 TY413A TY423A TY433B TY4438 y y U y U ISOL ISOL ISOL ISOL ISOL AMP AMP AMP AMP AMP PY405 TY413C TY423C TY4330 T14430 a
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| I l U U U y y U y U LO SELECT LO SELECT SUVV NG SUMM;NG AVP AVP TY413J TY413T U
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| TH!S ARRANCEVENT DRATNG SHOWS THE PANEL FOR UNIT 1 ONLY AND THE COVVON PANELS FOR UNf?S 1 & 2 THE PANELS FOR UNIT 2 ONLY ARE S!V'LAR TO THE PANELS FOR UNIT 1 CPLY 14 14 14 14 16 12 13 24 10 h 12 { 25 w..- .
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| A D PANEL SERY!CE -
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| NOTES
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| ,EEE 344
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| > IEEE 323 1 MA'N CONTROL BOARDS YES YES SEE FIGURE 7.7-14 2 SWITCHYARD CONSOLE NO NO 3 OPERATORS'S CONSOLE NO NO INCLUDES PROCESS COVPUTER 4 SEQ CF EVENTS RECORDER NJ NO 5 RAD MON: TOR;NG SYSTEM (RVS) CONSOLE /CRT NO NO COVVON FOR UNITS 1 & 2 6 VETEORCLOG:C AL PANEL NO NO CCVMCN FOR UNITS 1 & 2 7 RMS EDU:FMENT RACK iSEtSV ", YES NO COVVCN FOR UNITS 1 & 2 8 NUCLEAR INSTk S f 5 (N:S) P ;rs YES YES 9 OPERATCHS DESK NO N1 10 F;RE DETECTICN SYSTEF PANE. YES NO COUVON FOR UNlTS l a 2 11 MCC S T A iL*C L:CS ' N. YES YES CCMMON FOR UNITS 1 & 2 12 HVAC VERT PANEL YES YES COVVON FOR UNITS i & 2 13 SElSVlJ INSTR SYST ANEL YES NO COVVON FOR UNITS 1 & 2 14 MOVA3LE INCORE FLUX MON llCR!NG PANEL NO NO _
| |
| 15 RECCFDER PANEL NO NO _
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| 16 LOOSE DAR!S 90N: TOR.NO SYS PAND. NO NO 17 R AJ MONJOR,NG SYS (RMS) PRINTER NO NO _
| |
| 18 CRT DISPL Ai FOR UPGRADE PROT & SUR VE!LL ANCE NO NO _
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| 19 RMS FCU:T'WN T RACK (!E) YES YES COMMCN FOR UNITS 1 & 2 20 RMS EQU:PUENT NO NO CCUMCN FOR UNITS 1 & 2 _
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| RM-21CRT ~
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| 21 tr SO COMMON FOR Ur..TS 1 & 2 g 22 SPDS CONSOLE NO NO N 23 RM-21 FRiNT ER i:0 NO CCVMCN FOR UNG S ' & 2
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| ,# 24 H2 ANALYZER & CCRE ExlT T/C YES YES TR AIN A 25 H2 ANALYZER & CORE ExlT T/C YES YES 1 RAIN B 26 ERFCS CONSOLE NO NO ,
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| FINAL < *."E 1 Y ANANALYSIS REPORT UNITS 1 and 2 CONTROL ROOM PANEL ARRANGEMENT
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