ML19331D129

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Forwards Response to IE Bulletin 80-11.Discusses Masonry Walls W/Attachments to safety-related Piping or Equipment Resulting in Wall Failure Affecting safety-related Sys
ML19331D129
Person / Time
Site: Arkansas Nuclear  Entergy icon.png
Issue date: 07/03/1980
From: Cavanaugh W
ARKANSAS POWER & LIGHT CO.
To: Seyfrit K
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION IV)
References
1-070-07, 1-70-7, 2-070-07, 2-70-7, IEB-80-11, NUDOCS 8008270341
Download: ML19331D129 (48)
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{{#Wiki_filter:! bec to DAC:ADM: CENTRAL FILES ^ POR:HQ LPOR WI NSIC ARKANSAS POWER & LIGHT COMPANY PCST OFRCE BOX 551 UTn.E ROCK. ARKANSAS 72203 (5011371-4422 e WILLIAM CAVANAUGH lli July 3,1980 vice prendenc Genersaan & Construccan 1-070-07 2-070-07 Mr. K. V. Seyfrit, Director Office of Inspection & Enforcement U. S. Nuclear Regulatory Commission Region IV 611 Ryan P1aza Drive, Suite 1000 Arlington, Texas 76011

Subject:

Arkansas Nuclear One - Units 1 and 2 Dccket Nos. 50-313 and 50-368 License Nos. DPR-51 and NPF-6 IE Bulletin 80-11 (File: 1510.1 and 2-1510.1) Gentlemen: The following information is provided as our 60 day response to IE Bulletin 80-11. Item 1) Identify all masonry walls in your facility which are in proximity to or have attachments from safety-related piping or equipment such that wall failure could affect a safety-related system. Describe the systems and equipment, both safety and non-safety-related, associated with these masonry walls. Include in your review, masonry walls that are it. tended to resist impact or pressurization loads, such as missiles, pipe whip, pipe break, jet impingement, or tornado, and fire or water barriers, or shield walls. Equipment to be considered as attachments or in proximity to the walls sht.ll include, but is not limited to, pumps, valves, motors, heat exchangers, cable trays, cable / conduit, HVAC ductwork, and electrical cabinets, instrumentation and controls. Plant surveys, if necessary, for areas inaccessible during normal plant operation shall be performed at the earliest oppor-tunity. suosno3'lI f

e Mr. K. V. Seyfri t July 3,1980 Response: As a conservative approach to the subject Bulletin, all block walls within the Seismic Category I boundaries of the ANO-1 and 2 Auxiliary Buildings were considered to be in proximity to safety-related systems and therefore, could be considered to have a potential impact upon the operability of safety-related systems within the constraints of the Bulletin. A great majority of the walls within the ANO-1 and 2 Auxiliary Buildings were reviewed last year and earlier this year for our response to IE Bulletin 79-02 and 79-02, Rev. 2. During these reviews, walls with seismic and non-seismic piping sup-ports and other support functions were examined. Due to these previous reviews there is a high degree of confidence that these walls will satisfactorily meet the structural require-ments of IE Bulletin 80-11. Attachment A tables 1 through 6 list the concrete-block walls in the Seismic Category I portion of the ANO-1 and 2 Auxiliary Buildings. For ANO-1 there are a total of 141 walls being reviewed. These walls are divided into the following groups and are described in tables 1 through 3 of Attachment A. Groep 1 - Walls supporting Seismic Category I pipes Group 2 - Walls supporting Seismic Category I attachments l other than pipe l Group 3 - Walls in the proximity of safety-related system For AN0-2 there are a total of 174 wa11s being reviewed. These l walls are divided into the same groupings as Unit 1 above and are described in tables 4 through 6 of Attachment A. The location and arrangement of the walls identified for review per Bulletin 80-11 are shown in Attachment B figures 1 through l

12. Figures 1 through 6 and figures 7 through 12 identify walls in Unit 1 and Unit 2 Auxiliary Building respectively. Walls I

tagged by numbers denote designated wall faces which have been l surveyed. Walls shown without tag numbers were not accessible l when field surveys were conducted. These walls will be surveyed as required when access is available. None of the walls being reviewed per IE Bulletin 80-11 are load bearing walls that support the building structure in the vertical direction or act as shear walls in the horizontal direction. In general the walls function as shielding or fire protection.

Mr. K. V. Seyfrit July 3, 1980 If during this review any block wall affecting safety-related systems as listed in Tables 1 through 6 are found to be struc-turally inadequate to resist the intended loads during the re-evaluation process, they will be modified immediately. The method, procedure, and schedule of the modification will be determined by the specific conditions of the wall. Item 2(a) Establish a prioritized program for the reevaluation of the masonry walls. Provide a description of the program and a de-tailed schedule for completion of the reevaluation for the categories in 'he program. The completion date of all reeval-uations should not be more than 180 dais from the date of this Bulletin. A higher priority should be placed on the wall re-evaluations considering safety-related piping 2h inches or greater in diameter, piping with support loads due to thermal expansion greater than 100 pounds, safety-related equipment weighing 100 pounds or greater, the safety significance of the potentially affected systems, the overall loads on the wall, and the opportunity for performing plant surveys and, if nec-essary, modifications in areas otherwise inaccessible. The factors c%cribed above are meant to provide guidance in de-terminin<, what loads may significantly affect the masonry wall analyses. Response. A prioritized program has been established for the reevalua-tion of the concrete block walls. The following briefly de-scribes this program. I. Field Survey An additional field survey will be made to gather required design data for the details of non-safety-related items attached to block walls. This survey is scheduled for completion by August 15, 1980. II. Reevaluation Analysis A detailed structural analysis of the concrete block walls as listed in the tables in Appendix A will be performed in accordance with a reevaluation criteria based on the cri-teria found in section 5.A of the Unit 1 FSAR for Unit 1 and section 3.8.4 of the Unit 2 FSAR for Unit 2. The fol-lowing schedules will apply. l a) For block walls supporting Seismic Category I piping, ( the analysis will be complete by August 29, 1980. b) For block walls supporting Seismic Category I attach-ments other than piping, the analysis will be com-plete by Septenber 30, 1980.

a Mr. K. V. Seyfrit July 3,1980 c) For block walls in proximity to Seismic Category I piping or equipment such that wall failure could affect a safety related system, the analysis will be complete by October 20, 1980. The results of the structural analysis will be described in our 180 day response. Item 3) Existing test data or conservative assumptions may be used to justify the reevaluation acceptance criteria if the criteria are shown to be conservative and applicable for the actual plant conditions. In the absence of appropriate acceptance criteria a confirmatory masonry wall test program is required by the NRC in order to quantify the safety margins inherent in the reevaluation criteria. Describe in detail the actions planned and their schedule to justify the reevaluation criteria used in Item 2. If a test program is necessary, provide your commitment for such a program and a schedule for submittal of a description of the test program and a schedule for completion of the program. This test program should address all appropriate loads (seismic, tornado, missile, etc.). It is expected that the test program will extend beyond the 180 day period allowed for the other Bulletin actions. Submit the results of the test program upon its completion. Response: A test program for shear strength of mortar in the collar joint will be performed. The purpose of this test program is to dem-onstrate that sufficient mortar exists in the collar joint and to justify the design allowable strength of the mortar between wythes. A test procedure will be prepared to establish the scope and method for the test program. This procedure is scheduled for September 15, 1980. The actual testing is scheduled for com-pletion by February 16, 1981. Very truly yours, l J d^k (# Willia naugh I WC:RWH:0EJ:ms Attachments cc: Mr. Victor Stello, Jr., Director Office of Inspection and Enforcement U. S. Nuclear Regulatory Commission Washington, D. C. 20555

STATE OF ARKANSAS ) ) SS COUNTY OF PULASKI ) William Cavanaugh III, being duly sw:rn, states that he is Vice President, Generation & Construction, for Arkansas Power & Light Company; that he is authorized on the part of said Company to sign and file with the Nuclear Regulatory Commission this Supplementary Infomation; that he has reviewed or caused to have reviewed all of the statements contained in such infomation, and that all such statements made and matters set forth therein are true and correct to the best of his knowledge, infoma-tion and belief. William Qwinaugh 111 i SUBSCRIBED AND SWORN T0 before me, a Notary Public in and for the County and State above named, this dday of > I> l 1980. T' d_A h N>L/ /}/R .7 Notary Public l [ My Commission Expires: My Commission Expires 9/1/a1 l

l. _ 4 O i I l I l ATTACHMENT A l i I t

TABLE 1 CONCRETE BLOCK WALLS SUPPORTING SEISMIC CATEGORY l PIPES A.N.O. - UNIT 1 I i i i i i i i l i I I (*) i I I WALL I I WALL l WALL I WALL I l l NO. I FLOOR EL.l THICK. I HEIGHT l TYPE I SYSTEM i i l I i i l i I 3-B-1 1 335'-0" I l'-0" l 6'-2" 1 I IService Water i 1 2 I I I I I I I I I I I I I i 4-B-39 l 335'-0" l 2'-0" l 16'-3" 1 I lserv' ice Water I l 40 l l l l l l l l l l 1 1 1 1 4-B-43 1 335'-0" l 2'-0" l 24'-0" l I l Reactor Build. l I 44 l l l l l Spray. Reactor I i l l I I l Coolant Makeup I l i l l l l Water l I I I I I i 1 l 4-B-47 1 335'-0" l 3'-0" 114'-10" l I l Gaseous Rad. l l 48 l l l l l Waste 1 i l i I I I I l 4-B-51 1 335'-0" l 2'-0" l 8'-0" l I lR.B. Penetration i 1 52 l l l l l Room Ventilation! I I I I I i 1 4-B-61 1 335'-0" I l'-0" l 8'-0" l I IService Water l I 62 1 1 1 I I I I l l l 1 I l i 4-B-88 I 335'-0" l 2'-6" l 16'-4" l I lservice Water l I 89 I I I I I I l l l l i I l I 4-B-132 1 354'-0" l 2'-0" l 14'-3" l I l Pump Discharge I 133 I l l l 1 I I I i i i l I l 4-B-146 1 369'-0" l 2'-6" l 15'-0" l I IReactor Coolant i l 147 l l l l l Makeup Water I i l I I i i i I 4-B-148 l 369'-0" i l'-0" i 15'-0" i I l Diesel Generator l l 149 i l i l I Air Starting i I I I I I I i l 4-B-166 1 372'-0" 1 2'-0" i 12'-0" l I 1 Reactor Coolant i i 167 l l l l l Makeup Water l I I I l l I i Notes: 1. (*) I = Shield Wall or Firewall II = Partition Wall

4 TABLE 1 (cont'd) CONCRETE BLOCK WALLS SUPPORTING SEISMIC CATEGORY l PIPES A.N.O. - UNIT.1 I I I I I I I l l l l 1 (*) i I I WALL 1 l WALL I WALL I WALL i l l NO. I FLOOR EL.l THICK. I HEIGHT l TYPE I SYSTEM l 1 i l i i i i I 4-B-174 1 372'-0" I l'-0" I 12'-0" l I Ichilled Water i i 175 1 1 I I 1 1 I I I I I I i l 4-B-180 l 372'-0" I l'-0" l 12'-0" l I l Chilled Water l l 181 l l l l l l l 1 1 I I I I I 4-B-186 1 386'-0" I l'-6" l 8'-8" i I IChilled Water l l 187 l 1 l l l l 1 1 I I I I I l 4-B-192 1 404'-0" I l'-0" i 16'-0"

1. II lAuxiliary Bldg.

I I 193 l 1 l l l Ventilation i I I i i i l i I 4-B-194 l 404'-0" I l'-0" l 16'-0" l II l Auxiliary Bldg. l l 195 l l 1, 1 I Ventilation i i I I I I I I t l 6-B-43 l 335'-0" l 3'-6" l 14'-9" l I l Gaseous Rad. l l 44 'l l I I l Waste (No Accessi-1 l l l l l for 6-B-44) l I I I I I I I l 6-B-47 1 354'-0" I l'-6" l 8'-0" l I l Waste Gas l l 48 I l l l l Compressor I i I i l l I I l 6-B-49 'l 354'-0" I l'-6" l 13'-6" l I IS/G Sample Line i 1 50 l i i l i l l I I I I I I I I I I I I i NOTES: 1. (*) I = Shield Wall or Firewall II = Partition Wall

TABLE 2 CONCRETE BLOCK WALLS WITH SEISMIC CATEGORY l ATTACHMENTS OTHER THAN PIPE A.N.O. - UNIT 1 i i i i I i l i I I I I (*) 1 I I WALL .I I WALL I WALL 1. WALL I I I NO. I FLOOR EL.l THICK. I HEIGHT I TYPE I REMARKS l l 1 1 I i i i l i I I I I I I 4-B-118 1 354'-0" l O'-8" l 13'-0" l I I l l 119 I l -l i I I i 1 I I I I I I 4-s-172 1 372'-0" I l'-0" I 12'-0" l I I I I 173 l l l l l l 1 1 I I I I I l 4-B-176 1 372'-0" I l'-6" i 11'-0" i I I I I 177 l l 1 l 1 1 I I I I I I I l 4-s-178 1 372'-0" I l'-0" l 11'-0" i I I l l 179 i i l I I l l I I i i l I l 4-s-182 1 374'-0" I l'-0" l 7'-7" l I I I i 183 I I I I I I I I I I I I I i 4-s-202 1 386'-0" I l'-6" i 17'-2" l I I -l i 203 l 1 1 I I I I I I I I I i I 4-B-204 1 386'-0" I l'-6" I 16'-0" l II I I I 205 I I I l l l 1 1 I I I I I l 6-s-51 1 354'-0" l O'-8" l 9'-4" l I l l l 52 I I I I I I I I I I I I I NOTES:

1. (*)

I = Shield Wall or Firewall II = Partition Wall .-n-e-

TABLE 3 CONCRETE BLOCK WALLS IN PROXIMITY TO SAFETY-RELATED SYSTEMS A.N.O. - UNIT 1 I I i 1 i i l 1 I I i (*) l I I WALL I I WALL I WALL I WALL I I I NO. I FLOOR EL.l THICK. I HEIGHT l TYPE i REMARKS I l 1 1 I I i i l i l l l 1 1 I 3-L-2 1 368'-0" i O'-8" l 8'-0" l I I I I 4 I I I I I I I I I I I I i 3-B-5 1 368'-0" l O'-8" l 8'-0" l I I I I 6 l l l l l l l l l l 1 1 1 1 3-B-7 1 368'-0" I l'-0" i 17'-0" 1 I I I I 8 1 1 I I I I I i l I i i i l 3-B-9 l 368'-0" I l'-0" l 17'-0" l I I I I 10 l l l } [ l I I I I I I I l 3-B-11 1 368'-0" I l'-0" l 17'-0" l I l l I 12 I I I I I I I I I 1 I i i I 3-B-13 1 386'-0" I l'-6" l 17'-0"

1. II I

I I 14 I I I I I I I I 'l l I l -l' l 4-B-1 1 317'-0" i l'-6" l 8'-0" 1 I l l l 6-B-5 l 1 I l 1 l l l l l 1 I I I 4-B-2 1 317'-0" I l'-0" l 8'-0" l I I i I 6-B-6 I I I I I I l 1 1 I I I I i l 4-B-3 1 317'-0" I l'-6" l 8'-0" l I l i I 4 I I I I I I I. I I I I I i l l 4-B-5 1 317'-0" l 2'-0" l 8'-0" 1 I I I I 6 I I I I I I I I I I I I I I 4-B-7 1 317'-0" I 2'-0" l s'-0" i I I I I 8 1 l l l 1 1 1 1 I I I 1 i 4-B-9 1 317'-0" I l'-0" l13'-10" i I I l l 10 l l l l I i l l Notes: 1. (*) I = Shield Wall or Firewall l II = Partition Wall

TABLE 3 (Cont'd) CONCRETE BLOCK WALLS IN PROXIMITY TO SAFETY-RELATED SYSTEMS A.N.O. - UNIT 1 1 I I I I I I I I I I I (*) i I I WALL I I WALL I WALL I WALL i I l NO. I FLOOR EL.l THICK. I HEIGHT I TYPE I REMARKS I i i i i i i i l l I l l l 1 ~ l 4-B-11 1 317'-0" I l'-0" l 15'-4" i I I I I 12 l l l l l l 1 1 I i l l I I 4-B-13 1 317'-0" I l'-0" 113'-10" l I l l l 14 I I I I I I I I I I I I I I 4-B-15 1 317'-0" 1 2'-0" l 8'-0" 1 I i 1 1 16 l l l l l l 1 I I I I I I l 4-B-17 1 317'-0" l 2'-6" l 8'-0" l I i i 1 18 I i I i l l I I I I I I i l 4-B-19 1 317'-0" 2'-6" l15'-10" l I I l l 20 l l l 1 l l 1 1 I I I I I l 4-B-21 1 317'-0" I 2'-6" l 8'-0" 1 I I I i 22 I i l 1 I l-1 I I I I I I l 4-B-23 1 317'-0" 1 2'-6" l 8'-0" l I I I I 24 I I i i I i i i I i i i I l 4-B-25 1 317'-0" 1 2'-6" l 8'-0" 1 I IPortion of Wall l l 26 I I i l lis 2'-0" Thick l I I I I I I I I l 4-B-27 1 317'-0" l 2'-6" l 8'-0" 1 I l l l 28 I I I I I I I I I I I I I l 4-B-29 1 317'-0" I l'-6" l 15'-4" l I l l 1 30 l I I I I I I I I I I I I l 4-B -31 1 317'-0" i l'-6" l 15'-4" l I l l l 32' I l l l l 1 Notes: l. '*) I = Shield Wall or Firewall II = Partition Wall

TABLE 3 (Cont'd) CONCRETE BLOCK WALLS IN PROXIMITY TO SAFETY-RELATED SYSTEMS A.N.O. - UNIT 1 I I i i ~1 1 1 1 1 I I I (*) I i I l WALL l [ WALL l WALL I WALL 1-1 l NO. I FLOOR EL.l THICK. I HEIGHT l TYPE I REMARKS I I i i i i l i i I i l I l l 4-B-33 1 317'-0" I 2'-0" l 8'-0" 1 I I I I 34 ! I I I I I I I I I I i l 4-B-35 1 317'-0" l 2'-0" l 8'-0" l I l l l 36 I I i l l l l 1 1 l l~ l I i 4-B-37 1 317'-0" l 2'-0" l 8'-0" 1 I i I l 38 l l i i I l i l I i l I i 4-B-41 1 335'-0" I l'-6" i 16'-3" i I I i 1 42 I I I I i l i i l i i I i I 4-B-45 1 335'-0" l l'-6" l 8'-0" 1 I I i 1 46 I I I I I I I i 1 1 I I I i 4-B-49 1 335'-0" l 2'-0" l 8'-0" l I I I I 50 I i I i i i I i i i i i l I 4-B-53 1 335'-0" l 2'-0" 1 8'-0" i I I I I 54 I I I I I I i 1 I I I I i 1 4-B-55 I 335'-0" i l'-6" 1 8'-0" I I I I I 56 I I I 1 l l 1 i i I I I i 1 4-B-57 1 335'-0" I l'-6" I 17'-0" l I l l 1 58 1 1 I I I I i l I I I I I 4-B-59 1 335'-0" 1 3'-6" i 15'-0" l I INo Access for 1 i 60 l l 1 1 14-B-60 l l l 1 1 I I i 5 1 4-B-63 1 335'-0" 1 2'-6" l 8'-0" 1 I I l l 64 1 l I I l l 1 I I I I I I I 4-B-65 1 335'-0" I l'-0" l 16'-3" 1 I INo Access for l l 66 i l l I (4-B-66 l Notes: 1. (*) I = Shield Wall or Firewall II = Partition Wall =-=: _a:==:;; ag ;;;g =y,:5

TABLE 3 (Cont'd) ~ CONCRETE BLOCK WALLS IN PROXIMITY TO SAFETY-RELATED SYSTEMS A.N.O. - UNIT 1 I I i i i i i l I I i I (*) l I I WALL i I WALL l WALL l WALL l' l l NO. I FLOOR EL.1 THICK. l HEIGHT I TYPE I REMARKS l I i i l i i i 1 4-B-67 1 335'-0" l 2'-6" l 16'-3" i I 1 I i 68 l l l l l l l l l l l 1 l l 4-B-69 1 335'-0" l 3'-6" l 17'-3" i I l Portion is 14'-9"l l 70 l l l l l Tall. No Access l l l l l l Ifor 4-3-69 1 l I I I I I I l 4-B-75 1 335'-0" I l'-0" l 11'-0" l I l l l 76 l l 1 l 1 l 1 1 I I I I I I 4-B-77 1 335'-0" I l'-0" l 8'-0" i I I I l 78 l l l l l l 1 1 I I I I I 4-B-79 I 335'-0" I l'-6" l 8'-0" l I l l 80 l l l l l l l i I I I I I l 4-B-81 1 335'-0" i l'-6" i S'-0" l I 1 l 1 82 1 1 1 I I - -4 I I I I I I i l 4-B-83 1 335'-0" I l'-0" l 8'-0" l I i 1 l 84 l l l l l l 1 I I I I I I l 4-B-85 1 335'-0" i l'-6" l 14'-7" l I l l l 86 1 l l l l l 1 1 1 1 1 I I I 4-B-87 1 335'-0" I l'-0" l 14'-7" l I l Acainst Concrete 1 l l l l l l Wall l l 4-B-90 1 335'-0" I l'-6" l 14'-9" l I INo Access for l l 91 l l l l 14-B-91 l l l l l l l l l 4-B-92 1 335'-0" I l'-6" l 14'-9" l I lBoth Walls l l 93 I i l l lInaccessible I l l l l 1 l l l 4-B-94 1 335'-;" I l'-6" l 14'-9" l I IBcch Walls l l 95 l l 1 l lInaccessible i Notes: l. (*) I = Shield Wall or Firewall II = Partition Wall

TABLE 3 (Cont'd) CONCRETE BLOCK WALLS IN PROXIMITY TO SAFETY-RELATED SYSTEMS A.N.O. - UNIT 1 1 i i i l i i l l I l l (*) l l l WALL I I WALL I WALL i WALL l l l NO. I FLOOR EL.l THICK. I HEIGHT i TYPE I REMARKS i i l i i l-1 I I I I I I I i 4-B-96 1 335'-0" l 2'-6" l 16'-3" l I lKo Access for l l 97 i l l l 14-B-97 l 1 1 I I I I l l 4-B-98 1 335'-0" I l'-6" l 16'-3" l I l l 1 99 I I I I I I I I I l l 1 l l 4-B-100 l 335'-0" I l'-6" l 16'-3" l I l l l 101 1 I l l I I I I I I I I l 4-B-102 1 335'-0" l 2'-6" l 14'-9" l I i l i 103 l l l l l l 1 1 I I I I l l 4-B-104 1 335'-0" I l'-6" l 8'-0" l I I i l 105 I I l l l l l 1 1 I I I I l 4-B-106 1 335'-0" l 2'-6" l 8'-0" 1 I INo Access for l l 107 l l l l 14-B-106 i l I i i l 1 -l l 4-B-108 l 335'-0" l 2'-6" l 8'-0" l I l l 1 109 I I I I I I I I I I I I I I 4-B-110 1 335'-0" l 2'-6" l 8'-0" 1 I I I I 111 l l 1 l l 1 1 I I I I I I l 4-B-ll2 1 335'-0" l 2'-6" 115'-10" 1 I i l I 113 1 1 l I I I i 1 l i I l I l 4-B-ll4 1 335'-0" l 2'-0" l 7'-6" l I INo Access for l l l l l l 14-B-ll4 l l l l 1 I I I l 4-B-115 l 335'-0" l 2'-6" l 8'-0" l I IBoth Walls i l 116 l 1 I i IInaccessible I I I I I I I I 4-B-117 i 354'-0" 1 2'-0" i 11'-3" l I I i 1 6-B-55 l l 1 1 1 1 Notes: 1. (*) I = Shield Wall or Firewall II = Partition Wall

l TABLE 3 (Cont'd) CCNCPITE BLOCK WALLS IN PROXIMITY TO SAFETY-RELATED SYSTEMS A.N.O. - UNIT 1 I i i i i i l I I I I (*) 1 -l I WALL I I WALL 1 WALL I WALL I I l NO. I FLOOR EL.l THICK. I HEIGHT I TYPE I REMARKS l 1 i i i i i i i l I i I i i 1 4-3-120 1 354'-0" I l'-6" 1 13'-0" l I I I I 121 I I I I i i i I I I I I I I 4-B-122 1 354'-0" I l'-6" I 13'-0" 1 I I I i 123 I I I I l l l l 1 I I I I I 4-B-124 1 354'-0" l 2'-0" i 13'-6" l I I l l 125 I I I I I I I I I I I I I l 4-B-126 1 354'-0" I 2'-6" l 11'-3" l I i l l 127 I I i l l l l l 1 1 I i 1 1 4-B-128 1 354'-0" 1 2'-0" I 13'-6" 1 I I I i 129 l l l l l l 1 1 I I I I I I 4-B-130 1 354'-0" l 2'-0" l 14'-0" 1 I I I i 131 1 I I I I ..l I I I I I I I l 4-B-134 1 354'-0" 1 2'-0" i 16'-0" i I I I i 135 I i i I l i I I I i l I I I 4-B-136 1 360'-0" l 2'-0" I 10'-0" I I I i 137 I I I I I I I I 1 1 I I I I 4-B-138 1 373'-6" 1 2'-0" 1 10'-5" 1 I I I i 139 l l l 1 l l 1 1 I I I I I l 4-B-140 1 373'-6" l 2'-0" I 11'-5" i I i 1 1 141 1 I I I I I I I I I I I I i 4-B-142 1 373'-6" l 2'-0" 1 10 * . " l I i i 1 143 I I l l I Notes: 1. (*) I = Shield Wall or Firewall II = Partition Wall

TABLE 3 (Cont'd) CONCRETE BLOCK WAL*S IN PRCXIM.!TY TO S n' r.~. v. ~n

  • .n' ~..r. ' s' v. m..r"..c

~~ r. s A.N.O. - UNIT 1 I I i i i i i i l i i I (-) 1 I I WALL I I WALL I WALL I WALL I I I NO. I FLOCR EL.I THICK. I HEIGHT I TYPE l REF.A7.KS 1 1 I I i I i i l I i I I i I 4-3-144 1 369'-0" I l'-6" i 15'-0" 1 I I I I 145 I I I I I I I I I I I I I i 4-3-150 1 373'-6" 1 2'-0" 1 11'-6" 1 I I I i 151 1 I i 1 1 I I I I I I I I I 4-3-152 1 372'-0" 1 2'-0" 1 12' 1 I i 1 1 153 I I I I I I I i i i I I i 1 4-s-154 1 369'-0" I l'-0" i 15'-0" i I I I i 155 I I I I I I I I I I I I I I 4-3-156 1 372'-0" 1 2'-0" 1 12'-0" 1 I I I i 157 1 1 1 I I I i I I I I I i 4-s-155 1 374'-0" I l'-0" 1 5'-9" 1 I I I i 159 I I I I I ~T I I I I I I I l 4-3-160 1 374'-0" I l'-0" i 10'-0" 1 I I I i 161 1 I I I I I I I I I I i l 4-s-162 1 374'-0" I l'-0" l 10'-0" 1 I INc Access For I i 163 I I i 1 14-3-162 I I I I I I I I i 4-s-164 1 372'-0" I 2'-0" i 12'-0" 1 I I I i 165 I i i i l 1 I i i i I I I I 4-B-165 1 372'-0" I l'-9" I 12'-0" 1 I 15e Access For 1 1 169 1 l l l 14-3-169 I I I I I I I I I 4-B-170 1 372'-0" I l'-4" I 12'-0" l I i 1 I I I I I I i 4-3-184.1 374'-0" I l'-0" 1 10'-0" 1 I l l t i 1S5 I I I I I I Notes: 1. (*) I = Shield Wall er Firewall II = Partiticr. Wall l i

TABLE 3 (Cont'd) CONCRETE

  • LOCK WALLS IN PROXIMITY TO SAFETY-RELATED SYSTEMS A.N.O.

- UNIT 1 1 I I i i 1. 1 I I I I I (*) l I I WALL I I WALL I WALL l WALL i i 1 NO. I FLOOR EL.1 THICK. I HEIGHT I TYPE I REMARKS l 1 1 I I I l l l l l l l l l 1 4-B-188 1 404'-0" I l'-0" 117'-10" 1 I I I i 189 I 1 l l ] l l l l l l l l l 4-B-19 0 1 404'-0" I l'-0" I 17'-9" 1 I i l l 19 1 1 I I I I I I I I I I I I l 4-B-19 6 1 386'-0" I l'-0" l 8'-8" l II i 1 l 19 7 I l l l l l 1 1 I I I I I I 4-B-19 8 1 386'-0" I l'-0" l 8'-8" l II I I i 19 9 1 I l l l l 1 I I I I I I I 4-B-200 1 386'-0" I l'-0" l 8'-8" l II I i l 201 I l l I l i I I I I I I I i 4-E-206 1 386'-0" i l'-0" l 16'-0" I I IPortion or Wall -l i 207 l 1 l l lis Partition I i l l l l l Wall (Type II) i I I I I I I I l 4-B-208 1 386'-0" I l'-0" l 16'-0" i I l l l 209 l l l l l l 1 1 I I I I I I 4-B-210 1 386'-0" I l'-6" l 16'-6" 1 I I I I 211 1 I I i i I i i i I I I I 4-B-212 1 386'-0" I l'-6" l 8'-0" l I I I I 213 l l l l l 1 1 I 1 1 1 I I I 4-B-214 1 386'-0" I l'-0" ! 16'-0" i I i I l 215 I I I I I i 1 I I I I I I l 6-B-1,1 317'-0" I l'-6" l 8$-0" 1 I i 1 1 2 I I I I I I Notes: 1. (*) I = Shield Wall or Firewall II = Partition Wall

TABLE 3 (Cont'd) CONCRETE BL'OCK WALLS IN PROXIMITY TO ~ SAFETY-RELATED SYSTEMS A.N.O. - UNIT 1 i i i i i i i l I i i I (*) i I I WALL 1 I WALL I WALL I WALL I I l NO. I FLOOR EL.l THICK. I HEIGHT l TYPE I REMARKS l 1 i I i i i i i i I I i i I 6-B-3 1 317'-0" I l'-6" l 8'-0" l I I I I 4 I I I I I I I I I I I I i I --- ISee 4-3-2 I I 1 l 6-B-6 l I I I i I I I I s'-0" l I l l 1 6-B-7 1 326'-0" I l'-0" l 8 I I I I I I I I I I I I I l 6-B-9 1 326'-0" i l'-0" l 8'-0" l I I I i lo I i i i l 1 i l I I i i l I 6-B-11 1 326'-0" I l'-0" l 8'-0" i I I I I 12 I I I I I I I I I I I i l 6-s-13 1 326'-0" I l'-0" l 8'-0" i I 1 1 I 14 I I I I l i I I I I I I . _1. I 6-a-15 1 326'-0" I l'-0" l 8'-0" 1 I I I i 16 l 1 1 I I I I I I I I I i 1 6-B-17 1 326'-0" I l'-0" l S'-0" l I I I i 18 1 1 1 I I I I I I I I I I I 6-a-19 l 326'-0" I l'-0" l 8'-0" l I i i 1 20 1 I I I I i 1 1 I I I I I l 6-B-21 1 326'-0" i l'-0" l 8'-0" l I I I I 22 I I I 1 l l l 1 I I I I I I 6-s-23 1 135'-0" I l'-0" l 8'-0" 1 I I I l 24 I I I I I I I I I I I I I I 6-s-25 1 335'-0" I l'-0" l 8'-0" 1 I i l l 26 1 I I I I I Notcs: 1. (*) I = Shield Wall or Firewall II = Partition Wall

TABLE 3 (Cont'd) CONCRETE BLOCK WALLS IN PROXIMITY TO SAFETY-RELATED SYSTEMS A.N.O. - UNIT 1 1 1 1 1 i i i i l I I I (*) l I I WALL I I WALL I WALL

1. WALL I

I l NO. I FLOOR EL.l THICK. I HEIGHT I TYPE l REMARKS l 1 i i i i i i 1 i l i I I i 1 6-B-27 l 335'-0" I l'-0" l 8'-0" l I I l l 28 I I I i 1 l l l 1 1 I I l l 6-B-29 1 335'-0" i l'-0" l 8'-0" i I l l 1 30 l I I I I I I I I i l i i I 6-3-31 1 335'-0" I l'-0" l 8'-0" i I I I i 32 I I I I I I I I I I I I I I 6-B-33 1 335'-0" I l'-0" l 8'-0" 1 I I i 1 34 I I I I i i i I I I I I I 6-B-35 1 335'-0" l 2'-0" l 8'-0" l I I I l 36 I l l l l l l 1 1 I I I I I 6-B-37 1 335'-0" l 2'-0" l 8'-0" l I I 4 1 38 I I I I I I I I i I i i i I 6-B-39 1 335'-0" l 2'-0" l 8'-0." l I i i I 40 I I I I I I I I I I I I I 6-B-41 1 335'-0" l 3'-6" l 14'-9" l I INo Access for l l 1 42 I I I i 16-B-42 1 I I I I I I I l l 6-B-45 1 354'-0" i l'-6" l 8'-0" l I I I l I 46 I I I I I I l l l l 1 1 I I l l 6-B-53 1 354'-0" l O'-8" l 9'-4" l I i l l 54 i l i I i i I I I I I I I I --- ISee 4-B-117 I 1 1 I 6-B-55 1 l l l l l l l l Notes: ~ l. (*) I = Shield Wall or Firewall II = Partition Wall l

TABLE 4 ~ CONCRETE BLOCK WALLS SUPPORTING SEISMIC CATEGORY l PIPES A.N.O. - UNIT 2 1 I I t i 1 1 1 I I I i (*) i I l WALL l l WALL 1 WALL 1 WALL l l l NO. l FLOOR EL.I THICK. l HEIGHT l TYPE l' SYSTEM i l l l l 1 1 1 I I I I I I I l 23-B-1 1 335'-0" I l'-3" l 6'-7" i I lservice Water l I 2 i i i l l i l I i i I i I l 23-B-5 1 335'-0" I l'-3" l 7'-5" l I Iservice Water l l 6 l l l l l l 1 1 I I I I I l 23-B-ll 1 335'-0" I l'-0" l 8'-0" l I IService Water I i 12 I I I I I I I I I I i i l l 24-B-32 l 335'-0" l 2'-6" l 14'-9" l I IGaseous Rad. I 1 33 l l l l l Waste i I I I I I I I I 24-B-44 1 335'-0" I l'-6" l 24'-0" l I Iservice Water i I 45 1 l l l l l 1 I I I I I i l 24-B-233 1 386'-0" l l'-0" l 16'-3" l I ICCl F2 2 - Freon 121 1 234 I I I I l l l l l l I I l-l 26-B-31 1 354'-0" I l'-6" l 11'-6" l I IHydrogen Purge-l 1 32 I I l l l l 1 I I I I I I I 26-B-45 1 369'-0" l 0'-8" l 7'-4" l I IEmergency Diesel 1 1 46 l l l l l Generator l NCTIES : Shield Wall or Fire Wall l. (*) I = Partition Wall II = .__,e., ,m

TABLE 5 CCNCRETE BLOCK WALLS WITH SEISMIC CATEGORY 1 ATTACHMENTS OTHER THAN PIPE A.N.O. - UNIT 2 l l 1 1 1 J i l i I I I (*) 1 I I WALL I I WALL i WALL I WALL i i i NO. IFLOOR EL.l THICK. l HEIGHT l TYPE I REMARKS l 1 I i i i i l I i i i i I l 1 24-s-24 1 317'-0" i 2'-0" l 8'-0" l I i i 1 25 I I I i 1 1 I I I I I I I I 24-s-36 1 335'-0" l 2'-0" l 16'-3" 1 I I l I 37 I I I I I I I I I I I I I l 24-B-42 1 335'-0" I l'-9" l 8'-0* 1 I. 1 1 l 43 1 l l [ ] l l l l 1 1 I I I 24-s-64 1 335'-0" I l'-9" I s'-0" i I 1 I i 65 I I I I I I I I I I I i i 1 24-s-68 1 335'-0" l 2'-6" I 16'-3" i I i 1 1 69 1 1 1 I i l I I i l i 1 I l 24-3-148 1 360'-0" I l'-0" l 8'-0" l' I I I i 149 I l l l I -l i I I I I I I I 24-s-179 1 369'-0" I l'-6" 1 14'-4" l I ] I i 180 1 1 I i 1 I i i l I I i l l l 24-s-189 l 372'-0" I l'-0" l 11'-3" i I I i l 190 l l l l 1 l l l 1 I I I I I i l 24-s-197 1 372'-0" I l'-6" I 12'-0" i I I I i 19 8 I I I I I I I I I I I I I I 24-s-211 1 372'-0" I l'-0" i 12'-0" i I 1 l l 212 i i i i i l I i l i I I I I 24-s-213 1 372'-0" I l'-0" i 12'-0" i I I I 1 214 I I I I I I I I i l l I l l NOTES: 1. (*) I = Shield Wall or Fire Wall ~ l II = Partition Wall l l {

TABLE 5 (cont'd) CONCRETE BLOCK WALLS WITH SEISMIC CATEGORY 1 ATTACHMENTS CIHER THAN PIPE A.N.O. - UNIT-2 i i i i i i l i i l i I (*) I 1 i WALL l l WALL l WALL l WALL 1 1 I NO. IFLOOR EL.l THICK. I BEIGHT I TYPE l REMARKS l 1 i i 1 i i l i 24-B-217 1 386'-0" I l'-6" l 8'-0" i I I I I 218 I I l l l I 1 I I I I I l i 24-B-221 1 386'-0" I l'-6" l 16'-3" i I I I I 222 l l l 1 I i i l i I I i i i 24-3-223 i 386'-0" I l'-6" l 15'-0" 1 I i i 1 224 I I I l l l l l 1 I l-1 I I 24-3-235 1 386'-0" I l'-0" l 16'-0" i I I I I 236 I l l l l l l l l l l 1 I I 26-B-21 1 335'-0" l 2'-3" l 14'-9" l I i l l 22 I I I I I I I I I I I I i l 26-B-29 1 354'-0" 1 2'-0" l 11'-6" l I I I I 30 l I I I l l l l 1 1 I I -i ' I 26-B-33 1 354'-0" i l'-0" l 9'-4" l I I l 1 34 I I I I I I I I I I I i i 1 '6-B-53 1 386'-0" I l'-6" l 8'-0" 1 I I -l I 54 I I I I I I I I I I I I I l NCTIES : 1. (*) I = Shield Wall or Fire Wall iI = Partition Wall 1 i e wr

TABLE 6 CONCRETE BLOCK WALLS IN PROXIMITY TO SAFETY-RELATED SYSTEMS A.N.O. - UNIT 2-i I i I i i i i l I I I (*) l I I WALL 1 I WALL I WALL 1 WALL i I I NO. l FLOOR EL.l THICK. I HEIGHT l TYPE I REMARKS I I i i i i l l 4' I I I I I I i I 23-B-3 1 335'-0" I l'-0" l 8'-0" i I I I I 4 I I I I I I I I I i i i l l 23-B-7 1 335'-0" i l'-0" l 8'-0" 1 I 1 l l 8 I I I I I I I I I I I I I I 23-B-9 1 335'-0" l 2'-0" l 8'-0" l 1 I l l 10 l l l l l 1 1 I I i i i I I 23-B-13 1 335'-0" l~ l'-0" l 8'-0" l I I I i 14 I I i 1. I I I I I I I I I i 23-B-15 1 335'-0" i l'-0" 8'-0" l I I I i 16 I I I I I I I I I .I I I I l 23-B-17 1 335'-0" I l'-6" l 8'-0" l I lNo Access For l l 18 l l l l' 123-B-18 I I I I I I I --l. I 23-B-19 1 335'-0" I l ' -- 6 " l 8'-0" 1 I l l l 20 1 I I I i l l l 1 1 i l I i 23-B-25 1 354'-0" I l'-0" l 12'-3" l I iNo Access For l l 26 l l l l 123-B-25 l l l l l l 1 l 23-B-27 1 354'-0" I l'-0" l 12'-3" l I INo Access For l l 28 l l l l 123-B-27 I I I I I I I I I 23-B-29 I 354'-0" I l'-0" l 12'-3" 'l I INo Access For l l 30 l l l i 123-B-30 l 1 I I I I I I i 23-B-31 1 354'-0" l l'-0" l 12'-3" l I lNo Access For I 32 I l l l l23-B-31 l i I I I I I I I l 23-B-33 1 354'-0" I l'-0" i 12'-3" l I INo Access For i I 34 l l l l 123-B-33 J Notes: l 1. (*) I = Shield Wall or Fire ~ wall II = Partition Wall

= ~ w .I. =. J%=_ t f D .. wJ - e.v. g. m.. n ..,y.- .g w w.,. -

0.. J. 3e

.eg w. A.% 3 t 7.w .w an.r_e.-.r _: r_.n. r-- _- o...e.. _e.w. n. h. C. I i i I j i i i I I. I (*) I i 3 a n__. 1 I am i

a. m i

1 I .n w rw. :r._:

e. v.

g r..s . _r... l .=...-r... i.

e. r_ - <m =-- g

-r: r I i i i a i i l i I I I I I i . _.=._.: a-1. :..:. _ v- - - 3._:. I- __-._v.. i l.c. n -. s s .r _ _ i w. . :. 1 I I I .,:_=_:: a.. I I I i l i 1 1 22-=-2, I 355'-c* I 0'-5* 1 12'-0* I 150 Access Fcr 1 I .s i 1 .i I-1,.: _ _- _.:, I I I I I i i 1 1 22-=-:: 1 :' '" I l'-0* I 15'-c* I INO Access F0r i I 40 i l i i 123-3-40 I I I I i i i 23-3-41 1 355'-c* I l'-0* 1 15'-G" i INc Access rer i a ,, 1 1 i I l _e. _ =_ _,- I I i I I i ..__,.- i : :..:. _ v- - i 3._v-- i u.._v,. i. l.. n--. s.:-_. a 1 44 1 1 1 I 123-3-42 a I i I I -._e. I I I ,. _ = _ - i 2 3,. _.3 i a s I 25-3-5 i i 1 i i i i I I I I t,.2 i _,,. v i 2 v i..,. u I = i 1 1 1 I i 1 I i I I i 1 1 I e .i ._:..i i .,. _ _,. t _-,._v. e 4 1 5 I i I i I. I 1 i. .,. _ =._: l .-.._u-. a

._n..

i i l 7 I i I 1 I I i 1 I i 1 .._n. I i ,,. _ = _ : 1 .,.._e. i s s I 9 I I I I I i i i l i i i I .,._=_,n. 1 .,i._u,. .i n. s a i 11 i i i i i i i 1 i 3 .._u a s 1 3,._ _,, s. _r i 3._,. s n e g i n I .J f I 8 e 1 k Notes: 1. (*) I = shiel Wall ::.rire al' !* = F3: iciC.7 Wall

TABLE 6 (Cont'd) CCNCRE*E BLCCK WALLS IN PROXIMITY TO SAFETY-RELATED SYSTEMS A.N.O. - UNIT 2 I 1 I i i i i l i l i I (*) 1 I I WALL I I WALL i raLL I WALL i l NO. IFLOOR EL.l THICK. I SEIGHT I TYPE I REMARKS l l 1 1 I I i l i I I I I I I I 24-B-14 1 317'-0" I l'-3" l 8'-0" l I I I i 15 I I I I I I I I I I I I I I 24-s-16 I 317'-0" I l'-0" 1 8'-0" l I I I i 17 I I I i l I i I I I i I I i e*-=-to 1 317'-0" I l'-6" I s'-0" i I i 1 i 19 l l 1 1 I l i I I I I I I I 24-s-20 1 317'-0" I l'-6" 1 13'-9" 1 I I I I 21 1 I I l-l I 1 1 I I I I i l 24-s-22 1 317'-0" I l'-0" l 13'-9" 1 I I I I 23 1 1 I I I I I I I I I I I I 24-3-27 1 374'-6" I l'-6" 1 6'-9" 1 I I I i 168 I I I I I I I I I I I i t-l 24-3-28 1 317'-0" I l'-0" l 13'-9" i I I I i 29 I I I I i i i 1 1 I I I I I 24-B-30 1 317'-0" i 2'-0" 1 S'-0" i I I I I 31 1 I I I I i l i I i i i i 24-s-34 1 335'-0" I l'-6" I s'-0" 1 I I I i 35 I I I I I i i l i I i l 1 24-3-38 1 335'-0" 1 2'-3" I s'-0" 1 I I I i 39 l l l l [ l I i 1 1 I I I I 24-s-40 1 335'-0" l 2'-0" l 8'-0" i I I i 41 i i l i I i l i i i I i i 1 24-s-46 1 335'-0" i l'- l 23'-11"l I i i I 47 I I I I I i Notes: 1. (*) I = Shield Wall or Firewall II = Partitica Wall

TABLE 6 (Cont'd) ~ CONCRETE BLOCK WALLS IN PROXIMITY TO SAFETY-RELATED SYSTEMS A.N.O. - UNIT 2 I I I I I I i l i l i I (*) 1 I I WALL I I WALL l WALL i WALL l l l NO. IFLOOR EL.l THICK. I HEIGHT I TYPE l REMARKS I l ~ l 1 i i l i i l i I 'l l I l 24-B-48 1 335'-0" I l'-6" 1 23'-11"l I I i 1 49 I I I I I I I I I I I I I I 24-B-50 1 335'-0" l 3'-0" l 14'-9" l I I i 1 51 I I I I I l l l l l l l 1 I 24-B-52 l 335'-0" l 2'-0" l 8'-0" i I I I I 53 I I I I I I i i l i I i i 1 24-B-54 1 335'-0" 1 2'-3" l 8'-0" l I I I I 55 1 1 1 1 I I I I I I I I l 24-B-56 1 335'-0" l 2'-6" l 7'-0" l I l l l 57 i i l i i i l i 1 1 1 1 1 1 24-B-58 i 335'-0" l 3'-6" l 16'-3" l I INo Access For l l 59 l 1 l l' 124-3-58 I i l i I, I I -i - l 24-B-60 l 335'-0" l 4'-0" l 14'-9" l I lNo Access For l l 61 l l l l 124-B-61 1 I I I I I I I I 24-B-66 1 335'-0" I l'-0" l 6'-8" l I l l l 67 l 1 l 1 I l i I i l i l i 24-B-70 l 335'-0" l 3'-9" l 16'-3" 1 I INo Access For i I 71 1 I I i 124-B-70 l 1 1 I I I I I I 24-B-74 1 335'-0" l 2'-0" i 10'-4" l I i 1 1 75 I I I I I I I I I I I I i 1 24-B-76 1 335'-0" l 2'-0" l 8'-0" i I I I l 77 I I I I I i i I i i l I i 1 24-B-78 1 335'-0" l 2'-0" l 8'-0" l I 1 1 I 79 I I I i 1 I Notes: 1. (*) I= Shield Wall or Firewall l II = Partition Wall ~

TABLE 6 (Cont'd) CONCRETE BLOCK WALLS IN PROXIMITY TO SAFETY-RELATED SYSTEMS A.N.O. - UNIT 2 1 I i l i i i I I I I I (*) l I I WALL l I WALL i WALL I WALL l l l NO. IFLOOR EL.1 THICK. l HEIGHT l TYPE l' REMARKS I I I i 1 1 1 1 1 l l l l 1 1 I 24-3-80 1 335'-0" 1 3'-6" l 14'-9" i I i i 1 81 1 I 2'-6" i I l l l l l 3'-3" l l l l l l 1 I I I I I 24-B-82 1 335'-0" I l'-6" l 12'-0" l I INo Access For l l 83 I l l l 124-3-83 l l l l l 1 1 I I 24-3-84 1 335'-0" I l'-6" 1 15'-4" 1 I I l l 85 l l l l l l l l l l l l l 1 24-3-86 1 335'-0" I l'-6" l 15'-4" l I I i l 87 I l l l l 1 I I I I I I I I 24-3 -88 1 335'-0" I l'-6" 1 15'-4" 1 I I I I 89 I I I I I I I I I I I I I l 24-3-90 1 335'-0" i l'-6" I 15'-4" l I I l l 91 l l l l 1 --l. I I I I I I I I 24-B-92 1 335'-0" I l'-6" l 15'-4" l I l l l 93 I I I I I I I I I I I I -l 1 24-B-94 1 335'-0" l 2'-0" l 15'-4" 1 I INo Access For i 95 l l l l 124-3-95 l 1 1 I I I I I I 24-B-96 1 335'-0" l 2'-6" l 15'-4" l I INo Access For l l. l 97 l l l l 124-B-96 l 1 I I I I I I l 24-B-98 l 335'-0" I l'-9" l S'-0" l I INo Access For l l 99 i l I i 124-3-99 l 1 1 1 1 I I I i 24-B-100 1 335'-0" 1 2'-6" l 15'-4" l I lNo Access For i 101 l l l'-9" l l 124-B-100 1 1 I I I I I I I l l 1 I I I Notes: l. (*) I = Shield Wall or Firewall II = Partition Wall

TABLE 6 (Cont'd) CONCRETE BLOCK WALLS IN PROXIMITY TO SAFETY-RELATED SYSTE$S A.N.O. - UNIT 2 I I I I i i i I I i i I (*) l I l WALL l l WALL l WALL l WALL I l l NO. IFLOOR EL.l THICK. I HEIGHT l TYPE l' REMARKS l l 1 i i i 1 i l l l l l l l 1 24-B-102 1 335'-0" l 2'-0" l 15'-4" l I INo Access For i l 103 l l l l 124-B-102 l l 1 1 I I I I l 24-B-104 1 335'-0" l 3'-3" l 12'-0" l I lBoth Walls l l 105 l l l IInaccessible l I I I I I I I l 24-B-106 1 335'-0" I l'-6" l 8'-0" l I lBoth Walls l l 107 l l l l lInaccessible l I I I I I i l l 24-B-108 1 335'-0" I l'-6" l 8'-0" 1 I IBoth Walls l l 109 l l l l lInaccessible l I I I I I I I I 24-B-110 1 335'-0" l 3'-9" l 8'-0" l I lNo Access For i l 111 l i l l 124-B-110 l l l l l l l l 1 24-B-112 l 329'-0" l 2'-3" l 18'-0" l I l l l 113 l l l l l l l l l l l l -1 I 24-B-114 1 329'-0" l 2'-0" l 9'-4" l I l l l 115 l l l l l l l l l 1 I I I I 24-B-116 1 354'-0" i l'-0" l 9'-4" l I I l l 117 l l l l 1 l l 1 1 I I I I I 24-B-120 1 354'-0" i l'-0" l 9'-4" l I l l l 121 l l l l-1 I I I I I I I i l 24-B-122 1 354'-0" I l'-0" l 9'-6" i I l l l 123 l l l l l l l l l 1 1 I I l 24-B-126 1 354'-0" I l'-6" 1 11'-6" l I l l l 127 l l l l l l l l l l l l l 1 24-B-128 I 354'-0" l 2'-3" I 11'-6" l I I I i 129 l l l l l l Notes: 1. (*) I = Shield Wall or Firewall II = Partition Wall __,__,.-..-y,.__ ~7 ,.,n-- r

TABLE 6 (Cont'd) ~ CONCRETE BLOCK WALLS IN PROXIMITY TO SAFETY-RELATED SYSTEMS A.N.O. - UNIT 2 i i i i i i i i I I i I (*) i I I WALL i i WALL l WALL I WALL i l l NO. IFLOOR EL.l THICK. I HEIGHT l TYPE I REMARKS I l l 1 1 I I I I I I I I I I I 24-B-130 1 354'-0" I l'-6" i 11'-6" l I I l 131 1 I I I I I I I I I I I I I 24-B-132 1 354'-0" I 2'-3" I 11'-6" i I I I i 133 l [ [ l l I I I I I I I I I 24-B-134 1 354'-0" i l'-0" i 11'-6" i I I i l 135 I l l l l l 1 1 I I I I I i 24-B-136 1 354'-0" l 2'-3" l 11'-6" 1 I l l l 137 l l l l l l 1 1 I I I I 1 l 24-B-138 1 360'-0" I l'-0" l 12'-6" 1 I i l l 139 l l l l l l l l l 1 I I I l 24-B-140 1 354'-0" I l'-0" I 11'-6" l I l l 1 141 1 I I I I I I I I I I I + l 24-B-142 1 354'-0" I l'-0" I 11'-6" l I I I i 143 I I I I I I I I I I I I 1 l 24-B-144 1 354'-0" l 2'-9" 1 11'-6" l I I l 1 145 l l l l l 1 I l i I I I i l 24-B-146 ! 360'-0" I l'-0" l 12'-6" l I I I I 147 l l 1 l l 1 l l l l 1 I l 1 24-B-150 1 360'-0" I l'-0" l 12'-6" 1 I l l 1 151 1 I I i l I i l I i l i I I 24-B-152 l 354'-0" l 2'-9" l 15'-0" l I l l l 153 1 l l l l l l l 1 1 I I I I 24-B-154 1 360'-0" I l 0" l 12'-6" l I I I i 155 I I l i I I Notes: 1. (*) I = Shield Wall or Firewall II = Partition Wall

TABLE 6 (Cont'd) CONCRLTE BLOCK WALLS IN PROXIMITY TO. SAFETY-RELATED SYSTEMS A.N.O. - UNIT 2 1 I i i i i l i i l i I (*) l I I WALL i 1 WALL 1 WALL i WALL l [ l NO. IFLOOR EL.I THICK. I HEIGHT I TYPE I REMARKS 1 I i i i i i I .I I I I I I I I 24-B-156 8 354'-0" I l'-9" l 15'-3" i I I i 1 157 l l l l 1 1 1 1 l i I I l l 24-B-158 1 354'-0" l 2'-0" l 15'-3" 1 I l l l 159 I i l l l l 1 1 I I i 1 1 I 24-B-160 1 354'-0" l 3'-0" i 14'-6" l I I I i 161 1 I I I I I I I I I I I I I 24-B-162 1 354'-0" I l'-4" l 9'-0" l I l l l 163 1 1 I I l l 1 1 I I I I I I 24-3-164 1 354'-0" l 3'-0" l 14'-6" l I l l l 165 l l l [ l i i l l l 1 I i l 24-B-166 l 354'-0" i l'-0" l 14'-6" l I INo Access For l l 167 l l l l 124-3-166 l 1 1 I I I I t-lSee Wall 24-B-27 l 1 l l l 24-B-168 l l 1 i I I i l l 24-B-169 l 374'-6" l l'-6" l 8'-1" l I l l l 17 0 l I I I I I I I I I I I I l 24-B-171 1 369'-0" I l'-6" l 14'-3" l I l l i 17 2 l l l l l l l l 1 1 I I I j i 24-B-173 1 369'-0" I l'-6" l15'-11" l I I i i 174 I I I I I i 1 I I I I I i I 24-B-175 1 374'-6" I l'-6" l 10'-5" 1 I l l l 17 6 l l l l l l l 1 1 I I I I I 7 i l 24-B-177 1 372'-0" l 2'-9" I 11'-3" l I l l l 178 l l 1 l l l l l l I I l I Notes: 1. (*) I = Shield Wall or Firewall II = Partition Wall i

TABLE 5 (Cont'd) CONCPrE BLOCK WALLS IN PROXI!!!N TO SAFETY-RELATED SYSTEMS A.N.O. - UNIT 2 I i i i i i i l 1 I i I (*) i I I WALL i I WALL I WALL I WALL i i I NO. IFLOOR EL.I THICK. I EEIGHT l TYPE I REMARKS l l l l 1 1 i l I I I I I I I 24-3-181 1 369'-0" I l'-0" 1 11'-3" l I I I i 182 I I I I I I I I I I I I I I 24-3-183 1 372'-0" l 2'-9" l S'-10" i I I I I 184 I I I I I I I I I I I I I I 24-3-185 1 372'-0" l 2'-9" 1 11'-3" 1 I I i i 186 I I I I I I I I I I I I I I 24-s-187 1 372'-0" l 3'-0" 1 11'-3" 1 I I I i 188 1 I I l-1 I I I I I i i I l 24-3-191 1 374'-6" I l'-6" l 10'-5" 1 I l 1 1 19 2 l l 1 1 I I I I i 1 I I I l 24-3-193 1 374'-6" 1 0'-8" 1 10'-5"

1. I INo Access For I

i 194 1 1 I I 124-3-194 I I i i i l I 1 1 24-3-195 1 372'-0" 1 2'-3" l 11'-3" 1 I 1 I l 196 l l l l l l l l l l 1 1 I I 24-3-199 1 372'-0" l 3'-3" 1 12'-0" l I l [ l 200 l I I I I I i l I i i I i l 24-s-201 1 372'-0" I l'-0" l 12'-0" 1 I I I l 202 1 1 l l 1 1 I I I i l I i 24-B-203 1 372'-0" I l'-0" i 12'-0" l I INo Access For i 1 204 1 1 I i 124-s-204 1 1 I I I I I I J 24-B-205 1 372'-0" I l'-0" l 12'-0" l I INo Access For 1 l 206 l 1 l l 124-3-205 1 i i I i I I I l 24-s-207 1 372'-0" l 2'-0" l 9'-0" 1 I I I I 208 l l 1 1 I I Notes: 1. (*) I = Shield Wall or Firewall II = Partition Wall

TABLE 6 (Cont'd) CONCRETE BLOCK WALLS IN PROXIMITY TO SAFETY-RELATED SYSTEMS A.N.O. - UNIT 2 I i i i i i i I i I I I (*) I i j WALL i I WALL i WALL l WALL i I I NO. IFLOOR EL.l THICK. I HEIGHT l TYPE l' REMARKS I I i l i i i l I i i l i i l 1 24-B-209 1 372'-0" I l ' -0 " I 12'-0" 1 I l l l 210 l l l l l l l l l l 1 1 I I 24-B-215 1 372'-0" I l'-0" l 12'-0" i I I l l 216 l l l l l l 1 1 I I I I I I 24-B-219 1 386'-0" I l'-0" l 16'-3" l I l l 1 220 1 I I I I I I I I I I I I I 24-B-225 1 386'-0" I l'-0" l 15'-0" l I i 1 l 226 l l l l l l 1 1 I I I I I I 24-B-227 1 386'-0" I l'-6" l 16'-0" 1 I l l 1 228 l l l l l l l l 1 1 I I I I 24-B-229 I 386'-0" I l'-6" l 16'-0" l I l l l 230 l l l l l l 1 I I I I I -l i 24-B-231 1 386'-0" I l'-0" l 15'-0" l I I l l 232 l l l l l l 1 I i I I I I l 24-B-237 i 386'-0" I l'-0" l 9'-4" l I I I I 238 l 1 1 I I I I I I I I I i l 24-B-239 1 386'-0" I l'-0" 9'-4" 1 I i l l 1 240 I I l l l l I I I I I I I ( l 24-B-241 1 386'-0" I l'-0" 1 14'-6" 1 I I I I 242 I I I I I I I I I I I I I I 24-B-245 1 404'-0" I l'-0" l 8'-0" 1 I I I 1 252 I I I l l 1 I I I I I I I l l 24-B-246 1 404'-0" I l'-0" l 8'-0" l I I I i l l 1 l l I 1 Notes: i 1. (*) I = Shield Wall or Firewall II = Partition Wall L

TABLE 6 (Cont'd) ~ CONCPITE BLOCK WALLS IN PRCXIMITY TO SAFETY-RELATED SYSTEMS A.N.O. - UNIT 2 e i i i i i i i i i l l I (*) i I I WALL i I WALL 1 WALL I WALL i I J NO. IFLOCR EL.l THICK. I EEIGHT I TYPE I RE.% ARKS I I I i i 1 I I I I I I I I I I 24-s-253 1 404'-0" I l'-0" 1 8'-0" 1 I I I I 254 I I I I I I I I I I I I I I 24-3-255 1 404'-0" I l'-0" l 8'-0" i I l l l 256 I I I I I I I I I I I I I I 24-3-257 1 404'-0" I l'-0" l 8'-0" i I I I I 267 I I I I I I I I I I I I I I 24-3-259 I 404'-0" I l'-0" l 8'-0" l II I l l 268 l l l l l 1 1 I I I I I i 1 24-s-262 1 404'-0" I l'-0" l 8'-0" 1 I I I I 273 I I I I I I I I I i 1 1 1 1 24-3-263 1 404'-0" I l'-0" l 16'-0" l II l l l 1 1 I I I i l 24-B-265 1 404'-0" I l'-0" l 8'-0" 1 I l Portion is i 1 266 1 l l l l Partition Wall l I i 1 1 1 I I l 24-B-269 I 404'-0" I l'-0" l 8'-0" i I l l l 270 l I I I I i l i I I I I I I 24-3-271 1 404'-0" I l'-0" l 8'-0" l I I I I 272 l l l l l l 1 1 1 1 1 I I I 24-3-274 1 404'-0" i l'-0" l 8'-0" l I i i i 275 l l l l l 1 1 I I I I I I I 24-3-277-1 404'-0" I l'-0" l 8'-0" 1 I I I I I I i l 1 i 1 24-B-279 1 386'-0" l l'-0" l 9'-4" l II l l 1 280 l I i l 1 I I I I I I I i 1 1 I I I I I Notes: l. (*) I = Shield Wall er Firewall II = Partition Wall

TABLE 6 (Cont'd) ~ CONCRETE BLOCK WALLS IN PROXIMITY TO ~ SAFETY-RELATED SYSTEMS A.N.O. - UNIT 2 1 I l-1 I I I I I I I I (*) i I I WALL I I WALL I WALL 1 WALL I l l NO. IFLOOR EL.l THICK. I HEIGHT I TYPE I REMARKS I I i i i-1 i l i l 1 l i I I 26-B-1 1 317'-0" I l'-6" i 13'-9" i I l l 1 2 i i i I i I i l 1 i l I l 26-B-3 1 317'-0" I 2'-0" l 13'-9" 1 I I I i 4 I I i 15'-3" 1 I I I I I I I I I !see Wall 24-B-1 1 I I I 26-B-5 1 I I I I I I I I i 26-B-7 1 326'-0" l 2'-3" l 25'-3" i I l [ [ 8 I l l l l l l l 1 1 I I I I 26-B-9 1 326'-0" i l'-3" l 16'-4" l I INo Access For I i 10 l l l l 126-B-9 I I I I i i i i i 26-B-11 1 326'-0" l 2'-0" l 25'-3" 1 I I I i 12 I I I I I I I I I i I i i 1 26-B-13 1 335'-0" I l'-6" l 6'-8" l I l -l-1 14 I I I I I I I I I I I I I I 26-B-15 1 335'-0" I l'-6" l 6'-8" l I l l 1 16 1 1 I I I I I I I I I I I I 26-B-17 1 326'-0" I l'-6" l 6'-8" l I I I I 18 1 I l' I I I I I I I I I I i 26-B-25 1 354'-0" I l'-6" l 8'-0" i I I I I 26 l l l l l l l 1 I I I I I I 26-B-27 1 354'-0" l 2'-0" l 8'-4" i I I I I 28 I I I I I I I I I I I I i l 26-B-35 1 354'-0" i l'-6" l 11'-6" l I I 1 l 36 l 1 l 1 l l l 1 I l i l l Notes: l. (*) I = Shield Wall or Firewall II = Partition Wall

TABLE 6 (Cont'd) CONCRETE BLOCK WALLS IN PROXIMITY TO SAFETY-RELATED SYSTEMS A.N.O. - UNIT 2 I 1 1 I I i 1 1 I I I I (*) l I I WALL l I WALL l WALL i WALL l l l NO. IFLOOR EL.l THICK. I HEIGHT I TYPE I REMARKS l l 1 1 1 1 1 I i l i 1 1 I I I 26-B-37 1 354'-0" I l'-0" l 9'-4" i I l l 1 38 I I I i 1 1 I l i I I l l l 26-B-41 1 369'-0" l O'-8" l 7'-4" l I l l l 42 l l l l l l 1 1 I l l l l I 26-B-43 1 369'-0" l O'-8" l 7'-4" l I l l 1 44 I I I I I I I I I I I I I I 26-B-47 1 369'-0" i O'-8" l 7'-4" 1 I I I I 48 I I i 1 I I I l i I I l I 26-B-49 1 369'-0" l O'-8" l 7'-4" i I l l l 50 l I I I I I i l I 1 I I I I 26-B-51 1 369'-0" l O'-8" l 7'-4" l I I I I 52 I l I l' I I I I I i i -l-1 I I I I I I 1 1 I I I I I I I I I I I I I I I I I I i l I I i i I i I i i i i I i i i i I I I I 1 l l l l l l 1 1 I I I I I I I I I I I I I I I I I I I I I l i l l I I I I I I I I I I I I I I I I I I I I I i l I i i l i l l I I I l l I Notes: 1. (*) I = Shield Wall or Firewall II = Partition Wall

ATTACHMUiT 3 4 ,c- ,,~-.

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(n-a-u) .gl ( u_... ) ll 0 s-=- 2 0], _ (n-a-1 ) -(u- -u) - o.-. n) PL AN AT E L. 3 3 5'- O" ELGURE 8 - MLOL

H D B 2 2 2 l\\ j { - h s _' 4.- -oi)- (n-.-,.)_ ^' '1 n.. - - p. -. - n,)__ 0.-a-u0 -@ * -a-" 0 4 * -* - ' ") I I"-'-*") (n -.- n) '(n-.-up- ,0 4 - a-" 5} --- [L C i (n -. -2 9_ 1 0...-u g @i-e-n o)- (n-.-u)

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i ._q -c.-.-n e i [d_, (n- -a) l (u-.-n) Cu-a-n) (u..-u) _(u-,-n) I (u-no =- -(n..,.) c u + cu- -u)- r (u...n) l I F- _j-JF (n-.-u)- 2 l (n-e-n 2) (n-.-n) (u..- n) -9. -.-i n) (u-.-u) "~" PLAN AT E L. 3 5 4'- O' t FIGURE 9-ANO-2

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C B 2 2 i m n 3 s l ~ Q... Teo) q i Q. -.. n,)- _s ] _p-. >_--o - o _o.. g) s - --o... - n,) 0... - 1. g -o..-n.) o..-n.) .,l_s (2n-23 o.-.-no+-l -3.c --1 _g4 ,....,,,) v,t l - LJ..' r ' Q4- - Q '-.-2 0.,-.- ns)] o q _ p.... n,) 0 r [(- ~ O.- -2 2.) o....... .......e 0.... ic- - 0.... n.) g, o......, o.... n, - p o.... n,, m-1c.y q....n o G...n g- - 3 -G.-.-n D Q -.-& c,....,,3 _ ._l o....s. )_ X?L:1:LI i-- __~:L.. PARTI A L P L A N AT E L. 38 6'-d' FIGURE 11 - M10-2

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