related systems within the constraints of the Bulletin. A · teria found in section 5.A of the Unit...

!

bec to DAC:ADM:CENTRAL FILES^POR:HQ -

'

LPOR -

WINSIC

ARKANSAS POWER & LIGHT COMPANY-

PCST OFRCE BOX 551 UTn.E ROCK. ARKANSAS 72203 (5011371-4422 e- - . - -

.

WILLIAM CAVANAUGH lli July 3,1980vice prendenc

Genersaan & Construccan

1-070-072-070-07

Mr. K. V. Seyfrit, DirectorOffice of Inspection & EnforcementU. S. Nuclear Regulatory CommissionRegion IV611 Ryan P1aza Drive, Suite 1000Arlington, Texas 76011

Subject: Arkansas Nuclear One - Units 1 and 2Dccket Nos. 50-313 and 50-368License Nos. DPR-51 and NPF-6IE Bulletin 80-11(File: 1510.1 and 2-1510.1)

Gentlemen:

The following information is provided as our 60 day response to IEBulletin 80-11.

Item 1) Identify all masonry walls in your facility which are inproximity to or have attachments from safety-related pipingor equipment such that wall failure could affect a safety-related system. Describe the systems and equipment, bothsafety and non-safety-related, associated with these masonrywalls. Include in your review, masonry walls that areit. tended to resist impact or pressurization loads, such asmissiles, pipe whip, pipe break, jet impingement, or tornado,and fire or water barriers, or shield walls. Equipment to beconsidered as attachments or in proximity to the walls sht.llinclude, but is not limited to, pumps, valves, motors, heatexchangers, cable trays, cable / conduit, HVAC ductwork, andelectrical cabinets, instrumentation and controls. Plantsurveys, if necessary, for areas inaccessible during normalplant operation shall be performed at the earliest oppor-tunity.

suosno3'lI f

e

%

,

Mr. K. V. Seyfri t -2- July 3,1980

Response: As a conservative approach to the subject Bulletin, all blockwalls within the Seismic Category I boundaries of the ANO-1and 2 Auxiliary Buildings were considered to be in proximityto safety-related systems and therefore, could be consideredto have a potential impact upon the operability of safety-related systems within the constraints of the Bulletin. Agreat majority of the walls within the ANO-1 and 2 AuxiliaryBuildings were reviewed last year and earlier this year forour response to IE Bulletin 79-02 and 79-02, Rev. 2. Duringthese reviews, walls with seismic and non-seismic piping sup-ports and other support functions were examined. Due to theseprevious reviews there is a high degree of confidence thatthese walls will satisfactorily meet the structural require-ments of IE Bulletin 80-11.

Attachment A tables 1 through 6 list the concrete-block wallsin the Seismic Category I portion of the ANO-1 and 2 AuxiliaryBuildings.

For ANO-1 there are a total of 141 walls being reviewed. Thesewalls are divided into the following groups and are describedin tables 1 through 3 of Attachment A.

Groep 1 - Walls supporting Seismic Category I pipes

Group 2 - Walls supporting Seismic Category I attachments| other than pipe|' Group 3 - Walls in the proximity of safety-related system

For AN0-2 there are a total of 174 wa11s being reviewed. These| 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 reviewper Bulletin 80-11 are shown in Attachment B figures 1 through

,

| 12. Figures 1 through 6 and figures 7 through 12 identify walls' in Unit 1 and Unit 2 Auxiliary Building respectively. WallsI

tagged by numbers denote designated wall faces which have been| surveyed. Walls shown without tag numbers were not accessible| 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 loadbearing walls that support the building structure in the verticaldirection or act as shear walls in the horizontal direction. Ingeneral the walls function as shielding or fire protection.

__- - . _. . .- _ _ . .

,

,

Mr. K. V. Seyfrit -3- July 3, 1980

If during this review any block wall affecting safety-relatedsystems 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. Themethod, procedure, and schedule of the modification will bedetermined by the specific conditions of the wall.

Item 2(a) Establish a prioritized program for the reevaluation of themasonry walls. Provide a description of the program and a de-tailed schedule for completion of the reevaluation for thecategories in 'he program. The completion date of all reeval-uations should not be more than 180 dais from the date of thisBulletin. A higher priority should be placed on the wall re-evaluations considering safety-related piping 2h inches orgreater in diameter, piping with support loads due to thermalexpansion greater than 100 pounds, safety-related equipmentweighing 100 pounds or greater, the safety significance of thepotentially affected systems, the overall loads on the wall,and the opportunity for performing plant surveys and, if nec-essary, modifications in areas otherwise inaccessible. Thefactors c%cribed above are meant to provide guidance in de-terminin<, what loads may significantly affect the masonrywall 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 requireddesign data for the details of non-safety-related itemsattached to block walls. This survey is scheduled forcompletion by August 15, 1980.

II. Reevaluation Analysis

A detailed structural analysis of the concrete block wallsas listed in the tables in Appendix A will be performed inaccordance with a reevaluation criteria based on the cri-teria found in section 5.A of the Unit 1 FSAR for Unit 1and section 3.8.4 of the Unit 2 FSAR for Unit 2. The fol-lowing schedules will apply.

|

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 -4- July 3,1980

c) For block walls in proximity to Seismic Category Ipiping or equipment such that wall failure couldaffect a safety related system, the analysis willbe complete by October 20, 1980.

The results of the structural analysis will be described in our180 day response.

Item 3) Existing test data or conservative assumptions may be used tojustify the reevaluation acceptance criteria if the criteriaare shown to be conservative and applicable for the actualplant conditions. In the absence of appropriate acceptancecriteria a confirmatory masonry wall test program is requiredby the NRC in order to quantify the safety margins inherent inthe reevaluation criteria. Describe in detail the actionsplanned and their schedule to justify the reevaluation criteriaused in Item 2. If a test program is necessary, provide yourcommitment for such a program and a schedule for submittal of adescription of the test program and a schedule for completion ofthe program. This test program should address all appropriateloads (seismic, tornado, missile, etc.). It is expected thatthe test program will extend beyond the 180 day period allowedfor the other Bulletin actions. Submit the results of the testprogram upon its completion.

Response: A test program for shear strength of mortar in the collar jointwill be performed. The purpose of this test program is to dem-onstrate that sufficient mortar exists in the collar joint andto justify the design allowable strength of the mortar betweenwythes.

A test procedure will be prepared to establish the scope andmethod for the test program. This procedure is scheduled forSeptember 15, 1980. The actual testing is scheduled for com-pletion by February 16, 1981.

Very truly yours,!

| Jd^k(#

Willia naugh I

WC:RWH:0EJ:ms

Attachments

cc: Mr. Victor Stello, Jr., DirectorOffice of Inspection and EnforcementU. S. Nuclear Regulatory CommissionWashington, 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 | [

My Commission Expires:

My Commission Expires 9/1/a1

<

l

_ . . . - _ . _ _ . . _ _ _ .-

| . __ _ . . . . ._ _ _ _ _ . - - _ _ - _ - . _ . . --

4

O

i

I

l.

:I

l

ATTACHMENT A

|

i

It

_ __

.,

,

.

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 | WALL I WALL I |

| NO. I FLOOR EL.l THICK. I HEIGHT | TYPE I SYSTEM i

i l I i i l i

I 3-B-1 1 335'-0" I l'-0" | 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 | 335'-0" | 2'-0" | 16'-3" 1 I lserv' ice Water I

l 40 | | | | | |

| | | | 1 1 1

1 4-B-43 1 335'-0" | 2'-0" | 24'-0" | I | Reactor Build. l .

I 44 | | | | | Spray. Reactor I

i l | I I | Coolant Makeup I

| i l | | | Water |

I I I I I i 1 -

| 4-B-47 1 335'-0" | 3'-0" 114'-10" | I | Gaseous Rad. |

| 48 | | | | | Waste 1

i l i I I I I

| 4-B-51 1 335'-0" | 2'-0" | 8'-0" | I |R.B. Penetration i1 52 | | | | | Room Ventilation!! I I I I I i

1 4-B-61 1 335'-0" I l'-0" | 8'-0" | I IService Water l

I 62 1 1 1 I I I

I | | | 1 - I l

i 4-B-88 I 335'-0" | 2'-6" | 16'-4" | I lservice Water |

I 89 I I I I I I

l l l l i I l

I 4-B-132 1 354'-0" | 2'-0" | 14'-3" | I | Pump Discharge !

I 133 I | | | 1 I

I I i i i l I

| 4-B-146 1 369'-0" | 2'-6" | 15'-0" | I IReactor Coolant i

l 147 | | | | | Makeup Water I

i l I I i i i

I 4-B-148 | 369'-0" i l'-0" i 15'-0" i I | Diesel Generator l| 149 i l i | I Air Starting i

I I I I I I i

| 4-B-166 1 372'-0" 1 2'-0" i 12'-0" | I 1 Reactor Coolant i

i 167 | | | | | Makeup Water |

I I I l l I i

.

Notes:

1. (*) I = Shield Wall or FirewallII = Partition Wall , ,

_ - - _ - _- _ _ _ __ _ - _. - . . . . _ _ _ _ - - -

-.

4

TABLE 1 (cont'd),

CONCRETE BLOCK WALLS SUPPORTING


A.N.O. - UNIT.1.

I I I I I I I

| | | | 1 (*) i I

I WALL 1 | WALL I WALL I WALL i |

| NO. I FLOOR EL.l THICK. I HEIGHT | TYPE I SYSTEM |

1 i l i i i i

I 4-B-174 1 372'-0" I l'-0" I 12'-0" | I Ichilled Water i

i 175 1 1 I I 1 1

I I I I I I i

| 4-B-180 | 372'-0" I l'-0" | 12'-0" l I | Chilled Water |

| 181 | | | | | |

| 1 1 I I I I

I 4-B-186 1 386'-0" I l'-6" | 8'-8" i I IChilled Water |

| 187 | 1 | | | |

1 1 I I I I I

| 4-B-192 1 404'-0" I l'-0" i 16'-0" 1. II lAuxiliary Bldg. I

I 193 | 1 | | | Ventilation i

I I i i i l i

I 4-B-194 | 404'-0" I l'-0" | 16'-0" | II | Auxiliary Bldg. |

| 195 | | 1, 1 I Ventilation i

i I II I I I t

| 6-B-43 | 335'-0" | 3'-6" | 14'-9" | I | Gaseous Rad. |

| 44 'l | I I | Waste (No Accessi-1 | | | | | for 6-B-44) |

I I I I I I I

| 6-B-47 1 354'-0" I l'-6" | 8'-0" | I | Waste Gas |

| 48 I | | | | Compressor I

i I i l | I I

| 6-B-49 'l 354'-0" I l'-6" | 13'-6" | I IS/G Sample Line i

1 50 l i i l i l

| I I I I I I'

I I I I I I i

.

NOTES:

1. (*) I = Shield Wall or FirewallII = 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.| THICK. I HEIGHT I TYPE I REMARKS |

| 1 1 I i i i

l i I I I I I

I 4-B-118 1 354'-0" | O'-8" | 13'-0" l I I |

| 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" | I I I

I 173 | | | | | |

1 1 I I I I I

| 4-B-176 1 372'-0" I l'-6" i 11'-0" i I I I

I 177 | | 1 | 1 1

I I I I I I I

| 4-s-178 1 372'-0" I l'-0" | 11'-0" i I I |

| 179 i i l I I l

| I I i i l I

| 4-s-182 1 374'-0" I l'-0" | 7'-7" | 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" | I I -l*

i 203 | 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" | II I I'

I 205 I I I | | |

1 1 I I I I I

| 6-s-51 1 354'-0" | O'-8" | 9'-4" | I | |

| 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 ! (*) | I

I WALL I I WALL I WALL I WALL I I

I NO. I FLOOR EL.| THICK. I HEIGHT | TYPE i REMARKS I

| 1 1 I I i i

l i l | | 1 1

I 3-L-2 1 368'-0" i O'-8" l 8'-0" | I I I

I 4 I I I I I I

I I I I I I i

! 3-B-5 1 368'-0" | O'-8" | 8'-0" | I I I

I 6 | | | | | |

| | | | 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 | I i i i !

l 3-B-9 | 368'-0" I l'-0" | 17'-0" | I I I

I 10 | | | } [ l

I I I I I I I

| 3-B-11 1 368'-0" I l'-0" | 17'-0" | I | |

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" | 17'-0" 1. II I I

I 14 I I I I I I

I I 'l | I | -l'| 4-B-1 1 317'-0" i l'-6" | 8'-0" 1 I | |

| 6-B-5 | 1 I | 1 |

| | | | 1 I I

I 4-B-2 1 317'-0" I l'-0" | 8'-0" l I I i

I 6-B-6 I I I I I I:

| 1 1 I I I I i

| 4-B-3 1 317'-0" I l'-6" | 8'-0" | I l i

I 4 I I I I I I

I. I I I I I i,

| | 4-B-5 1 317'-0" | 2'-0" | 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 | | | 1 1

1 1 I I I 1-

i 4-B-9 1 317'-0" I l'-0" |13'-10" i I I |

| 10 | | | | I i|

| .-

Notes:

1. (*) I = Shield Wall or Firewall

| II = Partition Wall

_ - - -

.. , __

-.

. TABLE 3 (Cont'd)



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

| NO. I FLOOR EL.| THICK. I HEIGHT I TYPE I REMARKS I

i i i i i i il | I | | | 1

~

l 4-B-11 1 317'-0" I l'-0" | 15'-4" i I I I

I 12 | | | | | |

1 1 I i l | I

I 4-B-13 1 317'-0" I l'-0" 113'-10" | I | |

| 14 I I I I I I

I I I I I I I

I 4-B-15 1 317'-0" 1 2'-0" | 8'-0" 1 I i 1

1 16 | | | | | |

1 I I I I I I

l 4-B-17 1 317'-0" | 2'-6" | 8'-0" | I i i

1 18 I i I i l |

I I I I I I i| 4-B-19 1 317'-0" 2'-6" |15'-10" | I I |

| 20 | | | 1 | |

1 1 I I I I I

| 4-B-21 1 317'-0" I 2'-6" | 8'-0" 1 I I I

i 22 I i | 1 I l-,

1 I I I I I I

| 4-B-23 1 317'-0" 1 2'-6" | 8'-0" | I I I

I 24 I I i i I i

i i I i i i I

| 4-B-25 1 317'-0" 1 2'-6" l 8'-0" 1 I IPortion of Wall |

| 26 I I i | lis 2'-0" Thick |

I I I I I I I I

| 4-B-27 1 317'-0" | 2'-6" | 8'-0" 1 I | |

| 28 I I I I I I

I I I I I I I

l 4-B-29 1 317'-0" I l'-6" | 15'-4" | I | |

1 30 | I I I I I

I I I I I I I

l 4-B -31 1 317'-0" i l'-6" | 15'-4" | I l |

| 32' I | | | | 1

Notes:

'

l. '*) I = Shield Wall or Firewall,

II = Partition Wall

. _ . - __ _ . _ .

,_

.

TABLE 3 (Cont'd)

CONCRETE BLOCK WALLS IN PROXIMITY TO.


A.N.O. - UNIT 1

I I i i ~1 1 1

1 1 I I I (*) I iI

| WALL | [ WALL | WALL I WALL 1- 1

| NO. I FLOOR EL.| THICK. I HEIGHT l TYPE I REMARKS I

I i i i i l i

i ! I i l I |

| 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

| 4-B-35 1 317'-0" | 2'-0" l 8'-0" | I | |

| 36 I I i | | |

| 1 1 | l~ l I

i 4-B-37 1 317'-0" | 2'-0" | 8'-0" 1 I i I

| 38 | | i i I |

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" | 2'-0" | 8'-0" | 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" | 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 | |

1 i i I I I i

1 4-B-57 1 335'-0" I l'-6" I 17'-0" | I | |

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" | I INo Access for 1

i 60 | | 1 1 14-B-60 |

| | 1 1 I I i

5 1 4-B-63 1 335'-0" 1 2'-6" | 8'-0" 1 I I |

| 64 1 | I I | |

1 I I I I I I

I 4-B-65 1 335'-0" I l'-0" | 16'-3" 1 I INo Access for |

| 66 i l | I (4-B-66 |

.

Notes:

1. (*) I = Shield Wall or FirewallII = Partition Wall -

=-=: _a:==:;; ag ;;;g , ,, ,- - =y,:5''

- - _ _ _ _ - _ _ - _ _ _ _ _ _ _ _ _

.

TABLE 3 (Cont'd),

-

~



A.N.O. - UNIT 1-

.

.

I I i i i i i

l I I i I (*) | I

I WALL i I WALL l WALL | WALL l' |

| NO. I FLOOR EL.1 THICK. | HEIGHT I TYPE I REMARKS l

I i i l i i i

1 4-B-67 1 335'-0" | 2'-6" | 16'-3" i I 1 I

i 68 | | | | | |

| | | | | 1 |

| 4-B-69 1 335'-0" | 3'-6" | 17'-3" i I | Portion is 14'-9"|| 70 | | | | | Tall. No Access || | | | | Ifor 4-3-69 1

l I I I I I I

l 4-B-75 1 335'-0" I l'-0" | 11'-0" | I | |

| 76 | | 1 | 1 |

1 1 I I I I I

I 4-B-77 1 335'-0" I l'-0" l 8'-0" i I I I

| 78 | | | | | |

1 1 I I ! I I

I 4-B-79 I 335'-0" I l'-6" | 8'-0" | I | |

! 80 | | | | | |

l i I I I I I

| 4-B-81 1 335'-0" i l'-6" i S'-0" | I 1 |

1 82 1 1 1 I I - -4

I I I I I I i

| 4-B-83 1 335'-0" I l'-0" | 8'-0" | I i 1

| 84 | | | | | |

1 I I I I I I

l 4-B-85 1 335'-0" i l'-6" | 14'-7" | I | |

| 86 1 | | | | |

1 1 1 1 1 I I

I 4-B-87 1 335'-0" I l'-0" | 14'-7" | I | Acainst Concrete 1| | | | | | Wall |

| 4-B-90 1 335'-0" I l'-6" | 14'-9" | I INo Access for |

| 91 | | | | 14-B-91 |

| | | | | | |

| 4-B-92 1 335'-0" I l'-6" | 14'-9" | I |Both Walls |

| 93 I i | | lInaccessible I

| | | | 1 |l -

| 4-B-94 1 335'-;" I l'-6" | 14'-9" | I IBcch Walls |

| 95 | | 1 | lInaccessible i

. .

'

Notes:

l. (*) I = Shield Wall or FirewallII = Partition Wall

.

, - - . - - - ,

.

TABLE 3 (Cont'd)*

.



A.N.O. - UNIT 1

:

1 i i i l i i

l l I | | (*) | |

| WALL I I WALL I WALL i WALL | |

| NO. I FLOOR EL.| 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" | 2'-6" | 16'-3" | I |Ko Access for |

| 97 i l | | 14-B-97 |

1 1 I I I I |

| 4-B-98 1 335'-0" I l'-6" | 16'-3" | I | |

1 99 I I I I I I

I I I | | 1 |

| 4-B-100 | 335'-0" I l'-6" | 16'-3" | I | |

| 101 1 I | | ! I

I I I I I I I

| 4-B-102 1 335'-0" | 2'-6" | 14'-9" | I i l

i 103 | | | | | |

1 1 I I I I |

| 4-B-104 1 335'-0" I l'-6" | 8'-0" | I I i

| 105 I I | | | |

| 1 1 I I I I

| 4-B-106 1 335'-0" | 2'-6" | 8'-0" 1 I INo Access for |

| 107 | | | | 14-B-106 i

l I i i | 1 -ll 4-B-108 | 335'-0" | 2'-6" l 8'-0" | I | |

1 109 I I I I I I

I I I I I I I

I 4-B-110 1 335'-0" | 2'-6" l 8'-0" 1 I I I,

I 111 | | 1 | | 1'

1 I I I I I I

l 4-B-ll2 1 335'-0" | 2'-6" 115'-10" 1 I i l

I 113 1 1 l I I I

i 1 l i I l I

| 4-B-ll4 1 335'-0" | 2'-0" | 7'-6" | I INo Access for |

| | | | | 14-B-ll4 |

| | | 1 I I I

| 4-B-115 | 335'-0" | 2'-6" | 8'-0" | I IBoth Walls i

l 116 | 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 | | 1 1 1 1

Notes:


.- .

'

| TABLE 3 (Cont'd).

CCNCPITE BLOCK WALLS IN PROXIMITY TO*

.


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

| NO. I FLOOR EL.| THICK. I HEIGHT I TYPE I REMARKS |

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" | 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 | |

| | 1 I I I I

I 4-B-124 1 354'-0" | 2'-0" i 13'-6" | I I |

| 125 I I I I I I

I I I I I I I

| 4-B-126 1 354'-0" I 2'-6" | 11'-3" | I i |

| 127 I I i | | |

| | 1 1 I i 1

1 4-B-128 1 354'-0" 1 2'-0" I 13'-6" 1 I I I

i 129 | | | | | |

1 1 I I I I I

I 4-B-130 1 354'-0" | 2'-0" | 14'-0" 1 I I I

i 131 1 I I I I . .l

I I I I I I I

| 4-B-134 1 354'-0" 1 2'-0" i 16'-0" i I I I

i 135 I i i I | i

I I I i l I I

I 4-B-136 1 360'-0" | 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 | | | 1 | |

1 1 I I I I I

| 4-B-140 1 373'-6" | 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" | 2'-0" 1 10 * . " | I i i

1 143 I I | | 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'-0- 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 ~TI 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" | 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 | 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 | | | 14-3-169 I

I I I I I I I

I 4-B-170 1 372'-0" I l'-4" I 12'-0" | I i !

1 I I I I I I

i 4-3-184.1 374'-0" I l'-0" 1 10'-0" 1 I | |

t i 1S5 I I I I I I

'

Notes: 1. (*) I = Shield Wall er FirewallII = Partiticr. Wall|

i

. .

. . . - -.,

.

.

TABLE 3 (Cont'd).

CONCRETE * LOCK WALLS IN PROXIMITY TO


A.N.O. - UNIT 1

1 I I i i 1. 1

I I I I I (*) | I

I WALL I I WALL I WALL | WALL i i1 NO. I FLOOR EL.1 THICK. I HEIGHT I TYPE I REMARKS |

1 1 I I I | |

| | | | | | |

1 4-B-188 1 404'-0" I l'-0" 117'-10" 1 I I I

i 189 I 1 | | ] |

| | | | | | |

| 4-B-19 0 1 404'-0" I l'-0" I 17'-9" 1 I i |

| 19 1 1 I I I I I

I I I I I I I

| 4-B-19 6 1 386'-0" I l'-0" | 8'-8" | II i 1

l 19 7 I l | | | |

1 1 I I I I I

I 4-B-19 8 1 386'-0" I l'-0" | 8'-8" | II I I

i 19 9 1 I | | | |

1 I I I I I I

I 4-B-200 1 386'-0" I l'-0" | 8'-8" | II I i

| 201 I l l I l i

I I I I I I I

i 4-E-206 1 386'-0" i l'-0" | 16'-0" I I IPortion or Wall -l

i 207 | 1 | | lis Partition I

i l | | | | Wall (Type II) i

I I I I I I I

| 4-B-208 1 386'-0" I l'-0" | 16'-0" i I | |

| 209 | | | | | |

1 1 I I I I I

I 4-B-210 1 386'-0" I l'-6" | 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" | 8'-0" | I I I

I 213 | | | | | 1

1 I 1 1 1 I I

I 4-B-214 1 386'-0" I l'-0" ! 16'-0" i I i I

| 215 I I I I I i

1 I I I I I I

| 6-B-1,1 317'-0" I l'-6" | 8$-0" 1 I i 1

1 2 I I I I I I

.

Notes:

1. (*) I = Shield Wall or FirewallII = Partition Wall , ,

, -

__

TABLE 3 (Cont'd).

CONCRETE BL'OCK WALLS IN PROXIMITY TO~


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.| THICK. I HEIGHT l TYPE I REMARKS | -

1 i'

I i i i i

i i I I i i I

! 6-B-3 1 317'-0" I l'-6" | 8'-0" | I I I

I 4 I I I I I I

I I I I I I i

I --- ISee 4-3-2 II1| 6-B-6 | --------

I I I iI I I .

I s'-0" | I | |1 6-B-7 1 326'-0" I l'-0"| 8 I I I I I I

I I I I I I I

| 6-B-9 1 326'-0" i l'-0" | 8'-0" | I I I

i lo I i i i | 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

| 6-s-13 1 326'-0" I l'-0" | 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" | 8'-0" 1 I I I

i 16 | 1 1 I I I

I I I I I I i

1 6-B-17 1 326'-0" I l'-0" | S'-0" | I I I

i 18 1 1 1 I I I

I I I I I I I

I 6-a-19 | 326'-0" I l'-0" | 8'-0" | I i i

1 20 1 I I I I i

1 1 I I I I I

| 6-B-21 1 326'-0" i l'-0" | 8'-0" | I I I

I 22 I I I 1 | |

| 1 I I I I I

I 6-s-23 1 135'-0" I l'-0" | 8'-0" 1 I I I

| 24 I I I I I I

I I I I I I I

I 6-s-25 1 335'-0" I l'-0" | 8'-0" 1 I i |

| 26 1 I I I I I

Notcs:

- 1. (*) I = Shield Wall or FirewallII = Partition Wall

, _ _ . _ . _ _ _

.

.TABLE 3 (Cont'd)



A.N.O. - UNIT 1

1 1 1 1 i i i

i l I I I (*) | I

I WALL I I WALL I WALL 1. WALL I I

| NO. I FLOOR EL.| THICK. I HEIGHT I TYPE l REMARKS |

1 i i i i i i

1 i l i I I i

1 6-B-27 | 335'-0" I l'-0" | 8'-0" | I I |

| 28 I I I i 1 |

| | 1 1 I I |

| 6-B-29 1 335'-0" i l'-0" | 8'-0" i I | |

1 30 | I I I I I

I I I i l i i

I 6-3-31 1 335'-0" I l'-0" | 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" | 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" | 2'-0" | 8'-0" | I I I

| 36 I | | | | |

| 1 1 I I I I

I 6-B-37 1 335'-0" | 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" | 2'-0" | 8'-0." | I i i

I 40 I I I I I I

I I I I I I I

, ! 6-B-41 1 335'-0" | 3'-6" | 14'-9" | I INo Access for |

| 1 42 I I I i 16-B-42 1

I I I I I I I

l | 6-B-45 1 354'-0" i l'-6" | 8'-0" | I I I

l I 46 I I I I I I

| | | | 1 1 I I

| | 6-B-53 1 354'-0" | O'-8" | 9'-4" | I i |

| 54 i l i I i i

I I I I I I I

I --- ISee 4-B-117 I11I 6-B-55 1 ---------

| | | | | l |

|

Notes:~

l. (*) I = Shield Wall or Firewall'

II = Partition Wall|!

- _ . - - , . _ . .,

*.

TABLE 4.

~

CONCRETE BLOCK WALLS SUPPORTING ,


A.N.O. - UNIT 2

:

1 I I t i 1 1

1 I I I i (*) i I

| WALL | | WALL 1 WALL 1 WALL | |

| NO. | FLOOR EL.I THICK. | HEIGHT l TYPE l' SYSTEM i

l | | | 1 1 1

I I I I I I I

| 23-B-1 1 335'-0" I l'-3" | 6'-7" i I lservice Water |

I 2 i i i | | i

l I i i I i I

| 23-B-5 1 335'-0" I l'-3" | 7'-5" | I Iservice Water |

| 6 | | | | | |

1 1 I I I I I

| 23-B-ll 1 335'-0" I l'-0" | 8'-0" | I IService Water I

i 12 I I I I I I

I I I I i i l

| 24-B-32 | 335'-0" | 2'-6" | 14'-9" l I IGaseous Rad. I

1 33 | | | | | Waste i

I I I I I I I

I 24-B-44 1 335'-0" I l'-6" | 24'-0" | I Iservice Water i

I 45 1 | | | | |

1 I I I I I i

| 24-B-233 1 386'-0" l l'-0" | 16'-3" | I ICCl F2 2 - Freon 1211 234 I I I I | |

| | l | I I l-

| 26-B-31 1 354'-0" I l'-6" | 11'-6" | I IHydrogen Purge- |

1 32 I I | | | |

1 I I I I I I

I 26-B-45 1 369'-0" | 0'-8" | 7'-4" | I IEmergency Diesel 11 46 | | | | | Generator |

'

NCTIES :

Shield Wall or Fire Walll. (*) I =

Partition WallII =.

-- , ,, .__,e., ,m - - - . - , .,

.

.

- TABLE 5

CCNCRETE BLOCK WALLS WITH

SEISMIC CATEGORY 1 ATTACHMENTS OTHER THAN PIPE

A.N.O. - UNIT 2

| | 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.| THICK. | HEIGHT | TYPE I REMARKS |

1 I i i i i l

I i i i i I |

1 24-s-24 1 317'-0" i 2'-0" | 8'-0" | 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" | 2'-0" | 16'-3" 1 I I |

. I 37 I I I I I I

I I I I I I I

| 24-B-42 1 335'-0" I l'-9" | 8'-0* 1 I. 1-

1

| 43 1 | | [ ] |

| | | 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" | 2'-6" I 16'-3" i I i 1

1 69 1 1 1 I i l

I I i l i 1 I

| 24-3-148 1 360'-0" I l'-0" | 8'-0" l' I I I

i 149 I l l | I -li I I I I I I

I 24-s-179 1 369'-0" I l'-6" 1 14'-4" | I ] I

i 180 1 1 I i 1 I

i ! i | I I i |

| | 24-s-189 | 372'-0" I l'-0" | 11'-3" i I I i

| 190 | | | | 1 l|

| 1 I I I I I i

| 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 |

| 212 i i ! i i i|

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 | | I l

| NOTES: 1. (*) I = Shield Wall or Fire Wall~

| II = Partition Wall

|

|

{

.

.

. 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 | | WALL | WALL l WALL 1 1

I NO. IFLOOR EL.| THICK. I BEIGHT I TYPE | REMARKS |

1 i i 1 i i l

i 24-B-217 1 386'-0" I l'-6" | 8'-0" i I I I

I 218 I I | | | I

1 I I I I I l

i 24-B-221 1 386'-0" I l'-6" | 16'-3" i I I I

I 222 | | | 1 I i

i l i I I i i

i 24-3-223 i 386'-0" I l'-6" | 15'-0" 1 I i i1 224 I I I | | |

| | 1 I l- 1 I

I 24-3-235 1 386'-0" I l'-0" | 16'-0" i I I I

I 236 I | | | | |

| | | | | 1 I

I 26-B-21 1 335'-0" | 2'-3" | 14'-9" | I i |

| 22 I I I I I I

I I I I I I i

| 26-B-29 1 354'-0" 1 2'-0" | 11'-6" | I I I

I 30 | I I I | |

| | 1 1 I I -i 'I 26-B-33 1 354'-0" i l'-0" | 9'-4" | I I |

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" | 8'-0" 1 I I -l.

I 54 I I I I I I

I I I I I I I

|

NCTIES :

1. (*) I = Shield Wall or Fire WalliI = Partition Wall

,

1

i

.

e

wr -

'

TABLE 6,

'



A.N.O. - UNIT 2-.

i I i I i i ii | I I I (*) | I

I WALL 1 I WALL I WALL 1 WALL i I

I NO. | FLOOR EL.| THICK. I HEIGHT | TYPE I REMARKS I

I i i i i | |

4'I I I I I I iI 23-B-3 1 335'-0" I l'-0" | 8'-0" i I I I

I 4 I I I I I I

I I I i i i |

| 23-B-7 1 335'-0" i l'-0" | 8'-0" 1 I 1 |

| 8 I I I I I I

I I I I I I I

I 23-B-9 1 335'-0" | 2'-0" | 8'-0" | 1 I |

| 10 | | | | | 1-

1 I I i i i I

I 23-B-13 1 335'-0" l~ l'-0" | 8'-0" | 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" | I I I

i 16 I I I I I I

I I I - .I I I I

| 23-B-17 1 335'-0" I l'-6" | 8'-0" | I |No Access For |

| 18 | | | l' 123-B-18 I

I I I I I I --l.I 23-B-19 1 335'-0" I l ' -- 6 " | 8'-0" 1 I | |

| 20 1 I I I i |

| | 1 1 i l I

i 23-B-25 1 354'-0" I l'-0" | 12'-3" | I iNo Access For |

| 26 | | | | 123-B-25 |

| | | | | 1 !

| 23-B-27 1 354'-0" I l'-0" | 12'-3" | I INo Access For |

| 28 | | | | 123-B-27 I

I I I I I I I

I 23-B-29 I 354'-0" I l'-0" | 12'-3" 'l I INo Access For |

| 30 | | | i 123-B-30 |

1 I I I I I I

i 23-B-31 1 354'-0" | l'-0" | 12'-3" | I |No Access For I

! 32 I | | | |23-B-31 li

I I I I I I I

| 23-B-33 1 354'-0" I l'-0" i 12'-3" | I INo Access For i

I 34 | | | | 123-B-33 J

Notes:|! 1. (*) I = Shield Wall or Fire ~ wall

II = Partition Wall

_

.

.

. .

= ~

w.. .I .

=. J%=_ t f D ,.. .. wJ.

.

- e .v. g . m. . n- -. ..,y.- .gw w. ,. - 0. . J. 3e.egw. * 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 ii ! I I. I (*) I i3 a n__. 1 I am i a. m . %_ i 1

, . ... , . . . . , . ..

I.n . . . . _ , w rw . :r._: :e. v . g r..s . _r.. . | .=...-r... i. e. r_ - <m =-- g -r: rI . .

! i i i a i il 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 iI 40 i l i i 123-3-40 !

! I I I I i ii 23-3-41 1 355'-c* I l'-0* 1 15'-G" i : INc Access rer ia ,, 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-

1Ie , ,._--

.i ._:. .i.

i . , . _ _ , . t _-,._v.e ,4 - . . . .

1 5 I i ! I i ;.. . ,

I. I 1 . :

i.- - ,. , . _ = ._: l .-.._u-. a .- . _ : . :._n.. i

-

il,

. . . . . -

! 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 ii i l i i i I

. ., .,._=_,n. 1 .,i._u,. .i . . _ , . . n. :._:. . .- ,. . - . . s . a.

i 11 i i i i i !

! i i ! ! 1 i3: -- . ..._u a . s1 3,._ _,, s . _r i 3._,. s. --. ,.

n. _. .

*- e . . g in

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


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 !

| NO. IFLOOR EL.| THICK. I SEIGHT I TYPE I REMARKS |

| 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" | 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" | 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 | | 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- | I

1 1 I I I I i

| 24-s-22 1 317'-0" I l'-0" | 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-

| 24-3-28 1 317'-0" I l'-0" | 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

I i 1 1 I I I

I 24-s-40 1 335'-0" | 2'-0" | 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'- | 23'-11"| I i i'

I 47 I I I I I i

.

Notes:

1. (*) I = Shield Wall or FirewallII = Partitica Wall

. -. - . --

-

TABLE 6 (Cont'd)~

CONCRETE BLOCK WALLS IN PROXIMITY TO'


A.N.O. - UNIT 2.

.

I I I I I I i

l i l i I (*) 1 I

I WALL I I WALL | WALL i WALL | |

| NO. IFLOOR EL.| THICK. I HEIGHT I TYPE l REMARKS I

|~

| 1 i i l i

i l i I 'l | I

| 24-B-48 1 335'-0" I l'-6" 1 23'-11"| 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" | 14'-9" | I I i

1 51 I I I I I |

| | | | | | 1*

I 24-B-52 | 335'-0" | 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" | 8'-0" | I I I

I 55 1 1 1 1 I I

I I I' I I I

| 24-B-56 1 335'-0" | 2'-6" | 7'-0" | I | |

| 57 i i l i i i

l i 1 1 1 1 1

1 24-B-58 i 335'-0" | 3'-6" l 16'-3" | I INo Access For |

| 59 | 1 | l' 124-3-58 I

i l i I, I I -i -

| 24-B-60 | 335'-0" | 4'-0" | 14'-9" | I |No Access For |

| 61 | | | | 124-B-61 1

I I I I I I I

I 24-B-66 1 335'-0" I l'-0" | 6'-8" | I | |

| 67 | 1 | 1 I l

i I i l i l i

24-B-70 | 335'-0" | 3'-9" | 16'-3" 1 I INo Access For i'

I 71 1 I I i 124-B-70 |

1 1 I I I I I

I 24-B-74 1 335'-0" | 2'-0" i 10'-4" | 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" | 2'-0" l 8'-0" i I I I

| 77 I I I I I i

i I i i l I i

1 24-B-78 1 335'-0" | 2'-0" | 8'-0" | I 1 1

I 79 I I I i 1 I

Notes:

1. (*) I= Shield Wall or Firewall|

II = Partition Wall'

. ..

~.

-.

TABLE 6 (Cont'd)'

.

"


- SAFETY-RELATED SYSTEMS

A.N.O. - UNIT 2.

1 I i l i i i

I I I I I (*) | I

I WALL | I WALL i WALL I WALL | |

| NO. IFLOOR EL.1 THICK. | HEIGHT | TYPE l' REMARKS I

I I i 1 1 1 1

1 | | | | 1 1

I 24-3-80 1 335'-0" 1 3'-6" | 14'-9" i I i i

1 81 1 I 2'-6" i I | |

| | | 3'-3" l | | |

| | 1 I I I I

I 24-B-82 1 335'-0" I l'-6" | 12'-0" | I INo Access For |

| 83 I | | | 124-3-83 |

| | | | 1 1 I

I 24-3-84 1 335'-0" I l'-6" 1 15'-4" 1 I I |

| 85 l | | | | |

| | | | | | |

1 24-3-86 1 335'-0" I l'-6" | 15'-4" | I I i

| 87 I | | | | 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

| 24-3-90 1 335'-0" i l'-6" I 15'-4" | I I |

| 91 | | | | 1 --l.I I I I I I I

I 24-B-92 1 335'-0" I l'-6" | 15'-4" | I | - |

| 93 I I I I I I

I I I I I I -l

1 24-B-94 1 335'-0" | 2'-0" | 15'-4" 1 I INo Access For i

! 95 | | | | 124-3-95 |

1 1 I I I I I

I 24-B-96 1 335'-0" | 2'-6" | 15'-4" | I INo Access For |

|. | 97 | | | | 124-B-96 |

1 I I I I I I

| 24-B-98 | 335'-0" I l'-9" | S'-0" | I INo Access For |

| 99 i l I i 124-3-99 |

1 1 1 1 I I I

i 24-B-100 1 335'-0" 1 2'-6" | 15'-4" | I |No Access For !,

i 101 | | l'-9" | | 124-B-100 1'

1 I I I I I I

I | | 1 I I I

'

Notes:


. .

- - -_ % .., _

,.

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 iI I i i I (*) | I

| WALL | | WALL | WALL | WALL I |

| NO. IFLOOR EL.| THICK. I HEIGHT | TYPE l' REMARKS |

| 1 i i i 1 i

l l l | | | |

1 24-B-102 1 335'-0" | 2'-0" | 15'-4" | I INo Access For i

| 103 | | | | 124-B-102 |

| 1 1 I . I I I

| 24-B-104 1 335'-0" | 3'-3" | 12'-0" | I |Both Walls |

| 105 | | | ! IInaccessible |

I I I I I I I

| 24-B-106 1 335'-0" I l'-6" | 8'-0" | I |Both Walls |

| 107 | | | | lInaccessible |

I I I I I i |

| 24-B-108 1 335'-0" I l'-6" | 8'-0" 1 I IBoth Walls |

| 109 | | | | lInaccessible |

I I I I I I I

I 24-B-110 1 335'-0" | 3'-9" | 8'-0" | I |No Access For i

l 111 l i l l 124-B-110 |

| | | | | | |

1 24-B-112 | 329'-0" | 2'-3" | 18'-0" | I | |

| 113 | | | | | |

| | | | | | -1

I 24-B-114 1 329'-0" | 2'-0" | 9'-4" | I | |

| 115 | | | | | |

| | | 1 I I I

I 24-B-116 1 354'-0" i l'-0" | 9'-4" | I I |

| 117 | | | | 1 |

| 1 1 I I I I

I 24-B-120 1 354'-0" i l'-0" | 9'-4" | I | |

| 121 | | | |- 1 I

I I I I I I i

| 24-B-122 1 354'-0" I l'-0" | 9'-6" i I | |

| 123 | | | | | |.

| | | 1 1 I I

| 24-B-126 1 354'-0" I l'-6" 1 11'-6" l I | |

| 127 | | | | | |

| | | | | | |

1 24-B-128 I 354'-0" | 2'-3" I 11'-6" | I I I

i 129 | | | | | |

Notes: -


.

, - . , , , , - . , _ _ _ , . - , - - . , , . . , __,__,.-..-y,.__ ,- ~7 ,.,n-- r

TABLE 6 (Cont'd)'

~



A.N.O. - UNIT 2

i i i i i i i

i I I i I (*) i I

I WALL i i WALL | WALL I WALL i |

| NO. IFLOOR EL.| THICK. I HEIGHT l TYPE I REMARKS I

| | 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" | I ! I-

| 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 | 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

| 135 I | | | | |

1 1 I I I I I

i 24-B-136 1 354'-0" | 2'-3" | 11'-6" 1 I | |

| 137 | | | | | |

1 1 I I I I 1

| 24-B-138 1 360'-0" I l'-0" | 12'-6" 1 I i |

| 139 | | | | | |

| | | 1 I I I

| 24-B-140 1 354'-0" I l'-0" I 11'-6" | I | |

1 141 1 I I I I I

I I I I I I +| 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

| 24-B-144 1 354'-0" | 2'-9" 1 11'-6" | I I l

1 145 | | | | | 1

I l i I I I i

| 24-B-146 ! 360'-0" I l'-0" | 12'-6" l I I I

I 147 | | 1 | | 1

| | | | 1 I l

1 24-B-150 1 360'-0" I l'-0" | 12'-6" 1 I | |

1 151 1 I I i l I

i l I i l i I

I 24-B-152 | 354'-0" | 2'-9" | 15'-0" | I | |

| 153 1 | | | | |

| | 1 1 I I I

I 24-B-154 1 360'-0" I l 0" | 12'-6" | I I I

i 155 I I l i I I

.

Notes:.


__ _ . . _ ,

.

' TABLE 6 (Cont'd) .

.

CONCRLTE BLOCK WALLS IN PROXIMITY TO .


A.N.O. - UNIT 2.

1 I i i i i l

i i l i I (*) | I

I WALL i 1 WALL 1 WALL i WALL | [

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" | 15'-3" i I I i

1 157 | | | | 1 1

1 1 l i I I l

| 24-B-158 1 354'-0" | 2'-0" | 15'-3" 1 I | |

| 159 I i | | | |

1 1 I I i 1 1

I 24-B-160 1 354'-0" | 3'-0" i 14'-6" | 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" | 9'-0" | I | |

| 163 1 1 I I | |

1 1 I I I I I

I 24-3-164 1 354'-0" | 3'-0" | 14'-6" | I | |

| 165 | | | [ l i

i l l | 1 I i

| 24-B-166 | 354'-0" i l'-0" | 14'-6" | I INo Access For |

| 167 | | | | 124-3-166 |

1 1 I I I I t-

|See Wall 24-B-27 |1||| 24-B-168 | --------

| 1 i I I i |

| 24-B-169 | 374'-6" | l'-6" | 8'-1" | I | |

| 17 0 | I I I I I

I I I I I I I

| 24-B-171 1 369'-0" I l'-6" | 14'-3" | I | |

i 17 2 | | | | | |'

| | 1 1 I I I

j i 24-B-173 1 369'-0" I l'-6" |15'-11" | 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" | 10'-5" 1 I | |

| 17 6 | | | | | |

| 1 1 I I I I I7

i | 24-B-177 1 372'-0" | 2'-9" I 11'-3" | I | |

| 178 | | 1 l | |

| | | I I l I

.

Notes:.


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

| 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 | TYPE I REMARKS |

| | | 1 1 i l

! I I I I I I

I 24-3-181 1 369'-0" I l'-0" 1 11'-3" | 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" | 2'-9" | 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" | 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" | 3'-0" 1 11'-3" 1 I I I

i 188 1 I I l- 1 I.

I I I I i i I

| 24-3-191 1 374'-6" I l'-6" | 10'-5" 1 I | 1

1 19 2 | | 1 1 I I

I I i 1 I I I

| 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" | 11'-3" 1 I 1 I

| 196 | | | | | |

| | | | 1 1 I

I 24-3-199 1 372'-0" | 3'-3" 1 12'-0" | I | [

l 200 | I I I I I

i l I i i I i

| 24-s-201 1 372'-0" I l'-0" | 12'-0" 1 I I I

| 202 1 1 | | 1 1

I I I i l I i

24-B-203 1 372'-0" I l'-0" i 12'-0" | 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" | 12'-0" | I INo Access For 1

| 206 | 1 | | 124-3-205 1

i i I i I I I

| 24-s-207 1 372'-0" | 2'-0" l 9'-0" 1 I I I

I 208 | | 1 1 I I

.

Notes:


.

.

TABLE 6 (Cont'd)-

"



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 | WALL i I

I NO. IFLOOR EL.| THICK. I HEIGHT | 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 | |

| 210 | | | | | |

| | | | 1 1 I

I 24-B-215 1 372'-0" I l'-0" | 12'-0" i I I |

| 216 | | | | | |

1 1 I I I I I

I 24-B-219 1 386'-0" I l'-0" | 16'-3" | I | |

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" | 15'-0" | I i 1

| 226 | | | | | |

1 1 I I I I I

I 24-B-227 1 386'-0" I l'-6" | 16'-0" 1 I | |

1 228 | | | | | |

| | 1 1 I I I

I 24-B-229 I 386'-0" I l'-6" | 16'-0" | I | |

| 230 | | | | | |

1 I I I I I -li 24-B-231 1 386'-0" I l'-0" | 15'-0" | I I |

| 232 | | | | | |

1 I i I I I I

| 24-B-237 i 386'-0" I l'-0" | 9'-4" | I I I

I 238 | 1 1 I I I

I I I I I I i

| 24-B-239 1 386'-0" I l'-0" ! 9'-4" 1 I i |

| 1 240 I I | | | |

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" | 8'-0" 1 I I I

1 252 I I I | | 1,

! I I I I I I I

| | 24-B-246 1 404'-0" I l'-0" | 8'-0" | I I I

i | | 1 | | I

1

'

Notes:i


,

L

'

TABLE 6 (Cont'd),

~

CONCPITE BLOCK WALLS IN PRCXIMITY TO


A.N.O. - UNIT 2.

e

i i i i i i i

i i l | I (*) i I

I WALL i I WALL 1 WALL I WALL i I

J NO. IFLOCR EL.| 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" | 8'-0" i I | |

| 256 I I I I I I

I I I I I I I

I 24-3-257 1 404'-0" I l'-0" | 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" | 8'-0" | II I |

| 268 | | | | | 1

1 I I I I I i1 24-s-262 1 404'-0" I l'-0" | 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" | 16'-0" | II | |

| 1 1 I I I i| 24-B-265 1 404'-0" I l'-0" | 8'-0" 1 I | Portion is i1 266 1 | | | | Partition Wall |

I i 1 1 1 I I

| 24-B-269 I 404'-0" I l'-0" | 8'-0" i I | |

| 270 | I I I I i

l i I I I I I

I 24-3-271 1 404'-0" I l'-0" | 8'-0" | I I I

I 272 | | | | | |

1 1 1 1 1 I I

I 24-3-274 1 404'-0" i l'-0" | 8'-0" | I i i

i 275 | | | | | 1

1 I I I I I I

I 24-3-277-1 404'-0" I l'-0" | 8'-0" 1 I I I

I I I i l 1 i1 24-B-279 1 386'-0" l l'-0" | 9'-4" | II | |

1 280 | I i | 1 I

I I I I I I i1 1 I I I I I

Notes:

'

l. (*) I = Shield Wall er FirewallII = Partition Wall

..

.

TABLE 6 (Cont'd)*

~


~


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 |

| NO. IFLOOR EL.| 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 | |

1 2 i ! i i I i

I i l 1 i l I

| 26-B-3 1 317'-0" I 2'-0" | 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 1I II 26-B-5 1 I------

I I I I I I I

i 26-B-7 1 326'-0" | 2'-3" | 25'-3" i I | [

[ 8 I | | | | |

| | 1 1 I I I

I 26-B-9 1 326'-0" i l'-3" | 16'-4" | I INo Access For I

i 10 l | | | 126-B-9 I

I I I i i i i

i 26-B-11 1 326'-0" | 2'-0" | 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" | 6'-8" | I | -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" | I | |

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" | 6'-8" | 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" | 8'-0" i I I I

I 26 | | | | | |

| 1 I I I I I

I 26-B-27 1 354'-0" | 2'-0" | 8'-4" i I I I

I 28 I I I I I I

I I I I I I i

| 26-B-35 1 354'-0" i l'-6" | 11'-6" | I I 1

| 36 | 1 | 1 | |

| 1 I l i l |

.

Notes:

'


___ ._ _ . _ _ __ _ - _. _

.

TABLE 6 (Cont'd).

.



A.N.O. - UNIT 2.

.

I 1 1 I I i 1

1 I I I I (*) | I

I WALL l .I WALL l WALL i WALL l |

| NO. IFLOOR EL.| THICK. I HEIGHT I TYPE I REMARKS |

| 1 1 1 1 1 I

i l i 1 1 I I

I 26-B-37 1 354'-0" I l'-0" | 9'-4" i I | |

1 38 I I I i 1 1

I l i I I | |

| 26-B-41 1 369'-0" l O'-8" | 7'-4" | I | |

| 42 | | | | | |

'1 1 I | | | |

I 26-B-43 1 369'-0" | O'-8" | 7'-4" | I | |

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" | O'-8" | 7'-4" i I | |.

| 50 | I I I I I

i | I 1 I I I.

I 26-B-51 1 369'-0" | O'-8" | 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 | | | | | |

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 | 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

| I I I l | I

Notes:


, -

. . _ _

.

.

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