Page 1
Nuclear Operating Company
South Texas tro/ect Electric Generating Station P.. Box 289 Kadsworth, Texas 77483
December 30, 2009U7-C-STP-NRC-090230
U. S. Nuclear Regulatory CommissionAttention: Document Control DeskOne White Flint North11555 Rockville PikeRockville, MD 20852-2738
South Texas ProjectUnits 3 and 4
Docket Nos. 52-012 and 52-013Response to Request for Additional Information and
Supplemental Response to Request for Additional Information
References: 1. Letter, Scott Head to Document Control Desk, "Response to Request forAdditional Information," dated August 20, 2009. U7-C-STP-NRC-090112(ML092360772)
2. Letter, Scott Head to Document Control Desk, "Response to Request for
Additional Information," dated November 19, 2009. U7-C-STP-NRC-090208(ML093270047)
Attached is a second supplement to the response to RAI question 03.07.01-13, related to COLA
Part 2, Tier 2, Section 3.7, "Seismic Design." References 1 and 2 provided the original response
and the first supplement to RAI question 03.07.01-13.
The attachment to this letter provides the following:
RAI 03.07.01-13, Supplement 2.
When a change to the COLA is indicated, the change will be incorporated into the next routine
revision of the COLA following NRC acceptance of the RAI response.
There areno commitments in this letter.
If you have any questions regarding these responses, please contact me at (361) 972-7136, or Bill
Mookhoek at (361) 972-7274.
b0q
STI 32592407 0
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U7-C-STP-NRC-090230Page 2 of 3
I declare under penalty of perjury that the foregoing is true and correct.
Executedon - j'jPoi
Scott HeadManager, Regulatory AffairsSouth Texas Project Units 3 & 4
rhb
Attachment: RAI 03.07.01-13, Supplement 2
Page 3
U7-C-STP-NRC-090230Page 3 of 3
cc: w/o attachments and enclosure except*(paper copy)
Director, Office of New ReactorsU. S. Nuclear Regulatory CommissionOne White Flint North11555 Rockville PikeRockville, MD 20852-2738
Regional Administrator, Region IVU. S. Nuclear Regulatory Commission611 Ryan Plaza Drive, Suite 400Arlington, Texas 76011-8064
Kathy C. Perkins, RN, MBAAssistant CommissionerDivision for Regulatory ServicesTexas Department of State Health ServicesP. 0. Box 149347Austin, Texas 78714-9347
Alice Hamilton Rogers, P.E.Inspection Unit ManagerTexas Department of State Health ServicesP. 0. Box 149347Austin, Texas 78714-9347
C. M. CanadyCity of AustinElectric Utility Department721 Barton Springs RoadAustin, TX 78704
*Steven P. Frantz, EsquireA. H. Gutterman, EsquireMorgan, Lewis & Bockius LLP1111 Pennsylvania Ave. NWWashington D.C. 20004
*George F. Wunder* Tom Tai
Two White Flint North11545 Rockville PikeRockville, MD 20852
(electronic copy)
*George F. Wunder*Tom TaiLoren R. PliscoU. S. Nuclear Regulatory Commission
Steve WinnJoseph KiwakEli SmithNuclear Innovation North America
Jon C. Wood, EsquireCox Smith Matthews
J. J. NesrstaKevin PolloL. D. BlaylockCPS Energy
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RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230Attachment
Page 1 of 192
RAI 03.07.01-13, Supplement 2
QUESTION 03.07.01-13
FSAR Appendix 3H.6.5.1.3 states that soil conditions at the STP 3 & 4 site are described inSubsection 2.5S.4. The applicant is requested to provide the information per guidance of SRPAcceptance Criteria 3.7.1.11.3 either in this Section or by specific reference to specific Tables orFigures for all site-specific Category I structures (including UHS and RSW Piping Tunnel).
RESPONSE, SUPPLEMENT 2:
As specified in Reference I (ML092360772), Attachment 1, "SupplementalResponse Schedule," the following tables and figures, which provide summary ofdesigns for UHS/RSW Pump Houses and RSW Piping Tunnels, are provided in thissupplement to the response to RAI 03.07.01-13:
Tables: Table 3H.6-5 through Table 3H.6-10;
Figures: Figure 3H.6-41 through Figure 3H.6-136; andFigure1.2-34 through Figure 1.2-36.
Submittal of the tables and figures listed above also satisfies commitments inReference I (ML092360772), Attachment 1, "Supplemental Response Schedule,"for the following RAIs:
RAI 03.03.01-2RAI 03.03.02-2RAI 03.07.02-10RAI 03.07.02-12RAI 03.08.04-11RAI 03.08.04-13RAI 03.08.05-1
The dynamic bearing capacity factors of safety (FOS) for the site-specificconditions for the Reactor and Control Buildings and the UHS/RSW Pump Housesare being provided in a supplement to the response to RAI 02.05.04-29, which isbeing submitted separately from this submittal.
The static bearing capacity factors of safety (FOS) were provided in Revision 3 ofCOLA Part 2, Tier 2, in Table 2.5S.4-41B, "Bearing Capacity of Foundation."
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RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230Attachment
Page 2 of 192
As requested in RAI 03.07.02-12, the following Figures (i.e., RAI 03.07.01-13Aand 03.07.01-13B) show the envelope of soil pressures obtained from the SSIanalysis of the UHS/RSW Pump House. The averages of these SSI pressures,excluding the sharp peaks at support locations, are comparable to those obtainedfollowing the guidance in Subsection 3.5.3.2.2 of ASCE 4 (See Figures 3H.6-41through 3H.6-43).
Pump House Walls - Envelope Between Cross-Walls
00
60 1[ Grade
50
40
30
J I
20 _ V .~
10 __
0
-10 -
-i-Pump House West Wall
-- Pump House East Wall
•.. Pump House North Wall
-,L- Pump HouseSouth Wall
0.0 2.0 4.0 6.0
Soil Pressure (k/ft 2)
Figure RAI 03.07.01-13A: Enveloped Soil Pressures at Pump House Walls;Envelope Between Cross-Walls
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RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230Attachment
Page 3 of 192
Basin Walls - Envelope Between Cross-Walls
60
55
50
45
0o 40N
35
30
25
--- Basin West Wall
--- Basin East Wall
- --. -Basin North Wall
-- 4"- Basin South Wall
t
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0
Soil Pressure (k/ft2 )
Figure RAI 03.07.01-13B: Enveloped Soil Pressures at Basin Walls;Envelope Between Cross-Walls
In addition to the above, the following COLA changes, (A) through (D), will bemade as a result of this supplemental response:
(A) Previous COLA Section 3H.6.2 revision provided as enclosure in response toRAI 03.07.01-11 will be revised as shown below:
3H.6.2 Summary
For the design of the UHS basin and the pump house of each unit, theseismic effects were determined by performing a soil-structureinteraction (SSI) analysis, as described in Subsection 3H.6.5. The free-field ground response spectra used in the analysis are described inSubsection 3H.6.5.1.1.1. The resulting seismic loads were used incombination with other applicable loads to develop designs of thestructures. Hydrodynamic effects of the water in the basin wereconsidered. The following results are presented in tables and figures, asindicated:
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RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230Attachment
Page 4 of 192
0 Natural frequencies (Table 3H.6-3).
0 Seismic accelerations (Table 3H.6-4).
0 Seismic displacements (Table 3H.6-4).
0 Floor response spectra (Figures 3H.6-16 through 3H.6-39).
0 Factors of safety against sliding, overturning, and flotation (Table 3H.6-5).
0 Combined forces and moments at critical locations in the structures alongwith required and provided rebar (Tables 3H.6-7 through Table 3H.6-9 randF4quresý3HI6-51 hthrough 3H.6-136).
0 Lateral soil pressures for design (Figures 3H.6l_1 through 3H.6-44)
0 LCatera so-il pre*s~s*ur~es-fo itabilt evaluation ,(Figqu res 3SH.6-46 throgh3H650)
STornado evaluation results. (TableL 3H.6I0-i)
The final combined responses are used to evaluate the designs againstthe followingcriteria:* Stresses in concrete and reinforcement are less than the
allowable stresses in accordance with the applicable codes listedin Subsection 3H.6.4.1.
" The factors of safety against flotation, sliding, and overturning of the structuresunder various loading combinations are higher than the required minimum valuesidentified in Subsection 3H.6.4.5.
" The calculated static and dynamic soil bearingpressures/displacements are less than the allowable values.
* The thickness of the roof slabs and exterior walls are more than the minimumrequired to preclude penetration, perforation, or spalling resulting from impact ofdesign basis tornado missiles. In addition, the passage of tornado missilesthrough openings in the roof slabs and exterior walls is prevented by the use ofmissile-proof covers and doors, or the trajectory of missiles through ventilationopenings is limited by labyrinth walls configured to prevent safety-relatedsubstructures and components from being impacted.
The RSW piping tunnel seismic analysis has been performed using anequivalent static approach, as discussed in Section 3H.6.5.3.
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RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230Attachment
Page 5 of 192
(B) Previous COLA Section 3H.6.4.2.1 revision provided as enclosure in responseto RAI 03.07.01-11 will be revised as shown below:
3H.6.4.2.1 Soil Parameters
Poisson's ratio (above groundwater):
Poisson's ratio (below groundwater):
Unit weight (moist):
Unit weight (saturated):
Liquefaction potential: ...
Static Soil Bearing Capacity:
Dynamic Soil Bearing Capacity:
0.42
0.47
120 pcf (1.92 t/m 3)
140 pcf (2.24 t/m 3)
None
See FSAR Subsection 2.5S.4.10
CalculateR Suactdr of Safety (Lae4r)See FSAR Subsection 2.5S.4.10
(C) The COLA Section 3H.6.5.2.14 revision provided as enclosure in response toRAI 03.07.01-3 will be revised as shown below:
3H.6.5.2.14 Determination of Seismic Overturning Moments and SlidingForces for Seismic Category I Structures
The evaluation of seismic overturning moments and sliding accountsfor the simultaneous application of seismic forces in three directionsusing 100%, 40%, 40% combination rule as shown below:
±100% X-excitation +40% Y-excitation +40% Z-excitation+40% X-excitation +100% Y-excitation +40% Z-excitation
(Note: X & Y are horizontal axes and Z is vertical axis. Positive Z isupward. Also, ±40% X-excitation ±40% Y-excitation ±100% Z-excitation is not critical.)
The resisting forces and moments due to dead load are calculatedusing a reduction factor of 0.90. Resisting forces and moments due tosoil are based on at-rest soil pressure. The friction coefficients usedfor the s id ing evaluation is're 0.30 und ertiiejlSW Pumr House and0.40 unjde the UHS Basin. The calculated stability safety factors forthe UHS/RSW Pump House are provided in Table 3H.6-5.
(D) COLA Chapter 21 Figures 1.2-34 through 1.2-36 will be replaced by theattached revised Figures 1.2-34 through 1.2-36.
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RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230Attachment
Page 6 of 192
[Table 3H.6-5: Factors of SafetyAgainst Sliding, Overturning, and Flotation for UHS Basiniand RSW Pump House
Calculated Safety FactorLoad Combination Notes
Overturning Sliding Flotation
D+F - - 1.8
D+H+W 60.3 12.3 -- 2,3
D+ H+Wt 49.7 89 --
D+ H÷E' 2-27 1.112 -- 3
Notes:
1) Loads D. H, W, Wt, and E' are defined in Subsection 3H.6.43.4.1.- F is the buoyant forcecorresponding to the design basis flood.
2) Reported safety factors are cowservatively based on considering empty weigt of the UtHSBasin.
3) Coefficients of fridtion for sliding resistance are 0.3 under the RSW Pump House and 0.4under the UHS Basin
Page 10
Table 3H.64: Results of RSW Piping Tunnel Design I
Area of Relnorbement (OMt)
Tmckne DOSIgn OesignL ~oaffi n Item (f Governhig Load Comunalon Moment Shearrt) Shear dnfamn t
L n(Mt) (k4p-tfM (Ml Pft) Momn ReIforcement
ProvidedRelried Prodded Reqidred Provided
Ex$wi- T 0 A0*I.,7L1+IAP1.7H 136,47 21* 1.16 127 NW No"wan (ver)a (vefta
"H 50.7 0.79R*O• SW 74-r" ! A+C ,TL+1.4F+1JH 5.,5.13 11.4 (east-west) (east-west) No"N
• c1,13 127nt--mr Sab 7 2-4 D+Lo.F+H'+e 94.6 13.07 No1e None
(eGtawst) ewest)____12.2 18 0.97 1.00 Noe Nn-- -" --~,,-•"42 2,2 l.) (eaairne•t) (eastiweot)
Exftrw 374r 1.4D+1i.L+IAF+t.TH 324.37 3423 z19 22 NO No
" fleffll rWll 27-4 D+Lo+F+r+E7 (2) 15215 19Ao6 1.9 225 Noe Nonem- :t'• 0.7 ) 0.70 " None None
. ; Roasi 3TO 1.40+1.7L+1.4F+1 7H 820 1521 0.70 0.7
(eeas-west) (ees,-wes)
.Inm"u Slab ?.04 DO+Lo+F '+ E" 135.92 17-98 (s )$ (eaowest)Ne
(ra"•l) (n*="o•)020 0,79
1A40+liL+t4F+J M.15566 3037 1.16 1.27(east-west) (e-s,..esN)
aaero W 3-0 0A+.LIA+.H 4.57 2"M N70 07
0i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
0,.
0
C1,
2)t,,j
Page 11
Table 3H.646: Results of RSW Piping Tunnel Design q (C ntinued)
Area of Rekitorcemed (pm2l)
Thckness Oesign DesignLocatn Item (M Govemnig Load Combinatio MIoment Shear ReIner(klp-1tft) (MO/t)M o •Rifreeti ha enocmn
Provided____________ (both faces) Reqlrd Provided
3219 2.00 2.21 225d. (verdcaq) (ealc.l) None None© Elimer~o __"`0"____________ ____r ____
214,4 2&.50 1o4f0onta) (hod1Ital) Ne None
I ~~2 (hIznAl L~nai
M21 630.76 60.74 (t-wet) (ea et) None NoneBesemat 64-" 11Bsoa WV ID+f.?L.+1.4F+ 1.71t I 1.78-wst 2,ast-e
.1 14t*+I; +142)t. MAOo 6W74 1.76 2 None NoneO+LQ+F++.. (north-souti) (notth-south)
Exterior - 1,4D+1.L+iAF+.Th 14760 21.99 1.16 1.,6 None NoneR was (verucaq) (verUcaa)
RoofSlab 34" 1.4D+1.7L+1AF+l.TH 344.29 36.51 2.r•4( 0 None None
oa Sab(north-south) (naflh-south)
IU nteror slb L + 2 16154 20.69 1.69 S"1 None None
Basemat 3X-0" 1.40+ I.I+1AF+1.TH 272.73 4&196 22 -26 0.13 0.W(norhsot) (nothotIh) 0.3.2
Notes:
1) Uniless noted otlermtse, mqided retforceomet In thedirection not reported In the le~e Iscontrolled by menth nimum mquited reinforcement. The
adrdmm taqdired reinforcemen fr 2'-0" Ithck and 3-0 thick elements is0.36 In 2 tland 0.54 In/I.fL For such cases the provided reinforcement Is 0.79 In :fL
2) The loading also Includes loads duo to Intemal floodimg.
C/
t-j
00
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RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 9 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design
swiutuhsl Trs... ...... .In I--oRdfth~e-M T- 8•r M
Ps.Id.4 besifns.48m Provided R7485l
5 •Uad Frxdbn.t Lo ho 5al (4) FS (41 i OWT M m hI-nau
hrlk rRI f' onr T Lo ft) as c nnCobt~n ..mlln (It~ I) (""~lsI ft) Ct~ml. (up. 1 f4 t)a O~l d a.(Il I M
Lb.T ý . E-ca Thsii st 708 -7
• "nm. • I rh-d 1o4con • 4075 1. 1 Cl*.L' t 131ii .W, 2r
D~. Is H I+ •.•
Ek . Theis Gtan 38 -I30
8 ei8 nitndudo iThsrit tla-S -378 736
3.88.Tendon 48 E• 1fel raidtm ;32 44
molmlnI W in'. "nn. k kd m ml ll -- 7rot a 3352 333*7' i 0fl,•. ÷ 1.34.1.3W74 127r*
M2I2 D+ F ÷L +H'T.* FIi .7 -
z ll- -rl1 -
cno s.l~ll 384 1338 105F 333'1 k 13.3H .3W5 1.2T*
Lb. c5,'. "nt11-d 3 178 -7
3~l• 291 D.*F.*L.47" +Tt. 540 1•'
E-0 11- M' L -*T O,56~~~I .017a35273.
SK-5 -- L IM5112
Mifliut LiCa1 3111tt 11-d -33 -1
"- Inet 03 49-7-8
85i343.a- a-.........53 -M I7
PLb Tams 48 7488l14 liosis 885t 33 -1580i8*,ind. 3888 1.350' 1.57 5143L ' 1385+ .W+12 ,727r
mitW1 4 518871Gllq~t4 338 -443
Mnti w C 85sln E8740~ 338ii 8885* -512 -74803ulp5147. 3844 D.F. L* H" 3T.+800
73853u3 5 no "r80330 tn13 -5IC .277
M80 3.88-3.8 '3ll t Ibsid 885mwY 3 -431
cormnara.SC 543 2 140 I.i7F 7.17L 1.3 H i'135W
PENIaof 66
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RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 10 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
UE -Tr53dI0. ss.0Onn oad
j3 7- I JIg T.. ... . .. 1. () lo4
) 1oad 5,1045 (in.'lP4 4' R .a. .. M- On%)
n*,4 5470 I Mlo1554.1h5W _____ ____
1.Carmbhn on o,415l134= (I44 .f) 4c l CobnonId lf k s dsl
w,•~~ ~ T•' Oap I 'lMigne 21 -
m ec 0 tI.4 IA 1.T -1.0L -I 1.. 12.7W
mc~ 4.• Tu~~s a -a
2-Vt 1 D-.I•_.1.0__ 1.0L -o..4.5+.1.502 46
*111.84..114TO.4 1.5F1 S .845
MI mml 1 14.4 1 *1.7÷1T.1Th.11TH ÷ 1.7W42465 4 .5
556an 115558 51 -4 .- 0
m~d a~
Eky g 11554355 -41 -43
1166= USS10555065Q -215 -55-V-n. t____4_ 1.0 IATD 01.7 V.0.41 102 6 .4
mode hina 1115r5 05.45 2 -424eakft
gor s 4024Th115.5.0-0 -2 4`1
In~kdbl "rl•'• Gl- l 110 -a•
o 1-1.5 3142 0.8411,4F15.,536÷1054.4t,3110l'l45= m5 "nl =00d 000kk0t -W11 .1"1
E-f11*0~ ~344 1M0.0w) 1 3 1..1 + 1.31I.1275
E-i Q 11.5.400245 -M57 -104
5OI T-lnH00n5 1.
4244905.0010l 5 =dr • 5 ( 114
9.4 C1 05p 4. cu~t -le 2
Mw. MO0lt 254MI OS F * 5 *6. 4 rFL*0o50 10 3
2-55-I. - 502 -3
EAR82066
Page 14
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 11 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
N _______________________ T ShSO05 00 retin5g Lo.d
I ("0 I OMiF I Oh-Oh Onidligo r u08f- (Ij, I M .. . . AklI.I Ft "), - 2,- T _ _ _-jC056040044n I Condtll I d• I ) psI I• Cmiak I C•' -- Rel5f0oemont D..n
40114 0505 5050,5067 .0.30. 5.304* 5.305.1238
On's- 41054455 IShOSS 05hhO31 305j 452
00402 I
ESnQtl~a Thw55050505.5 -120 1 7E,-050 .t5n5l -nS.4Ol2 11M.2T1
End•50 h.lsl4l -M MI____1 __ ____ ___ ____ __ _Is, _
O÷ F÷L +H'*TI+ RO,•"
Enkdn 5105.l 00055 4 I N05
4.f 4 - .4.4.4 j *I.0505• E.04045 1 lr r 2
1.•5D + .08F3÷105.0 01aH5÷ 10W• -4T1
- I •000 13Tm00 1 2731 -Z•
Tmlp~l Et, d 5ns8 O÷F0L. H.0 1 R1ni.Th0a I 505 S0F10W.0..0 +
1.0D - 1.4To - 1.MF - 0.M 1. im
z
I ass540505Og 5405 S050.105701 300100,5305012Th ____=~05 4040)5350540
8
V.04 I 05454
ý3.-5eT.45w,.d. 5
0554~~~~*4. 'AT. V2015010105351T550555410 w030os ~ t 25 .5
Uh.T.5 E.0s~35,..m0..dI.3 35640505054 SO 105001037,1.30.12)1. 5205052T4 t t
~05S050 hscAdrqlls.s14404.d).3 357 -419
ýVý
84. Coasw lF..abisn~04005311443(0543m -117 53
1101d5 44.0 l11.,054 3r,4~ -SI -053E.40h504 348 .M 12
*05~8M I 40
1.0 . 1.IT. . 1.7• . 0.W 1. 4.W
7000 l-40 * 1.17 01.31. * S.01. 50H -::-. 1W
0.11 (050121I-HT I-4 ÷ I.?F -1.n1 - 17M - I,/M w 0.11(0012)
-ý I M"4 _____ . I -I.---.----4- .1 - 4 -4 4 + 4 4
2--T lAD - 1.ý• -I.%L - 1.7H - 1.W 0.11 (n 012)
Paw 3 o
Page 15
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 12 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
03341408 4-438 ,,..... . .. ..-48873 3_74--- 804.4_ -. 74- 80_4.n
77aT7.40074 Ir3-7I 7h1n77017 330 .21887U0'r8'*,8 3230 0+F+LW47+T0T-O+EC-bbdn . C.W.•r "W•df Pýer Im so Cnb-h h CWW m .9
- 0.74o0178 F101.70* 1..1t3÷1.3W--7l3u0pb Io Ma Em a. 4- 488
m- 41. .80*
W .•00h0 07171 1.0. 104W5- 18,lol
hledlO 177740 0405 183 -12S01o ~ ~ ~ ~ .. f 4),830o0040. .82 .4WI •m I29 D*F I. -1 Ir ITa IMo .
0n40233 "lemOd 0 73 -503 -1103
mat 078T75740070051 73817 .7780
01000a la Em~no 10.71 00003 .414 -17
mo hm•mTI• •3 116
E,14 F1÷ L 14t r4. .3 R .733
*~~~- 000 -M7043 7 3
* ~~~E14mk4. 40.V.0 418
F-s4, D-F-W-1 - • PJ
x4- .4- 8884 D+F L + - IT. -I.-&robn E-V d -rIb W9 -•
a 470175o3 w 074C01 Ilu~lo 404-3M 783 478
-4 -710.l-ld40.73 21W V2
tS lmn 94001+ 6540 .05010..7F70130 ÷ .38 70.3W388T
- 8 77077701 "n 4 .3 24 '301
7787pod80 it7e 4.010.447*1 7F t073 .783 t.0
M70. r.0407n 0, E08 180771 3004.8d 407 38
68715787 D÷ ÷ I-6 - I -7T + +E
KIolSO •o. no l.om oas• 4r 0 - 074
074 04178408100071707440n 40 -83m• 7 -1724
407708001*18" 4990+++WT+4
- .7&7377.8- 1770144- 37 .
0.8,07 77Q70 044997 1
.74003.7 - 780+130+24.04737333127
E-V7004 0- 7 74
_____ _____________ ________ ___ ___ I____________ ____ _____ ____________ ____________________V4__
74+7400.0 730+.0014.772+.38+27 .08071070 Is -2 -1025IMh. 0443 -3 78
Pow 4 o
Page 16
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 13 of 192
Table 3H.6-7: Results of UHS/RSW Pump House Concrete Wall Design (Continued)
-L .....40 -fooaat 6wo L.
iod.g jV( p.JOO, . . .... . . Tm.. 6.- n'4
&- h WOd-La ~ (ptfth )
M4Ti,4 E50~nogThwood t 75., .64lonoet O*i FI 7Sti T* 7 M 45
a.F5 OdP.T8 F* 40 *T*÷4.0E
E.ic.v In4l1 t 2"5 -Ia
4M25 DOF-•L .T..%H Ti ____
i n le06 S ,.215,
E,8DWfMQ8.t 4115 -M
aaionkbiW Th.om~ i -464 -V151
446i7.,Ti w0 Ettigdll The11S Sclalt Vii 44
• D* F-W*H'TI-ft 20,E
a 8apwsti 4643 0O. F.÷L ÷T.E"5moment stckl~ "Om'u radien a -213
l ti. In- ritf," 1 3.12
.2daMoql.e• Idll D÷F÷L. 0*TS* 40CC,____
= ,302i 64l 20 D 04F. L 40.r ÷T ___F;___"a 48.04. kTi hTnenlil 04 180 4I
Momod 87 1,44) - W.4 • I.-
amomenta •a034*i~ "l m• .55 -• 2,42- ii.*ick fll 4W6 M5
- 31__._2-H- D.F÷L÷H" Ta. ÷RoC 245 624
Uid i80it6 w~ 88 n *rFL*t I.r aCT __I____MudO•gO ehtMo 04n -11
kt•TWUW EFtii..e Jllg"n im aS.n 6449 066
-~a o 4 ~tr TheirS 6484. 4-1• -4
Sb. 04r ÷ L* H"4*.3 ÷ E. .0f"
T- D- F÷ L .4 l r 0
ib*L4.it~e, tiktm Molm it 322 i •L li lTat a•
Ei2fic/u hwS "n .8l .4 -1270l m~aI aImql SOC• FL }-| ____
flicTh0W.- -S 66
Pam 5 f 6
Page 17
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 14 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
FI-L-ft3,da U5lk3 N- L264•£~L ThIM Grf Lon adftrl Lwrm••,l .,
C.d. O3-M Ml5) I6lso M C63634 R M45. -..45 3n
Ppr5
m 4 3 ~ l 6
I 232 I 23a.. 5132 I 3W.l 35F~1.3t. 320.3W. 127. 4 4[ 9453?1l835a3 233
1r n Enf2 Dl, -17..0 . .115 13
763,6r3 4 ________________ 17101Gdm -115 -27"
160 663536 w I EmLn Th.463x Gr168n 128 155
- j 3121 30. .6 .33.3.l 335.4 ______________ h45*6 7631.t0 3 46
D- F÷L-.H ÷IR-"
- 3112 I IAO.lm.30*3731.17W [ 163633
33a24.d.51
.311
M• errin ; .ai:g lll Gnd1rt I 318 3
7om5t1630d~ "645a33l.3124ld5 :117 -401
,Vý
63661. 15 0 •1 ) 7630136.3t .33 5 .t3H W.3W 7. l . -
M..6646 563~ T, I 21•, a~n i ltai 0. 9 245
o 4 4lxll9I• 65 D ÷F________L_____I___ Ta.m.,e5.3 5
Iov Ewk U n.v I 45 33.12D0 F.L- H" .Ta+Ro.- " 1.
I
6.
353..451g 4563 3523 1.350. 1.W.1.3t, 1.35.1.3W. 127. 1 43146378 6066.0~206~ 345
6
35-)
MM
- 6323
7.45 "nlira• 01dl61t 315 M47
hlW.806•10on76 nt5..n 29 201
=r~~dal 632 tOO, 3.7F 3t..7 1.72 * 1.7W
345316ni1 1101863F÷L÷3'T÷ OE 756333161lm 60.63r -13 1017
-i v' _ T_ _ _ ndm -1 _
D. -÷k •H T- ÷fO - M
la"6n.6 3.45 366836 .745 116163Mrmtvh 813 12500. IOU.F 31.3L÷1.20 133W. 16 1- , 73T3| 3
t + ~ + t + +
453.63636.0 ~
745461g 11xm8 G386.n 61D.F• ~Lf.1...C 4• 1
amdud. 34661.8dGat6031 <I 47
6. Ta 33~7 Wat g-71 324516 ~ ~ ~ E*d -1 .~.llT66. ___Ijw -1_______________ 11860 33Im45 72 3
D÷FL,3T-ft R0.C M 7"
S60.0 44I 116.a.3l~I3.i 865141 47'
333443 I 1-Il-I 4-4 4 +-~ 4 + +
ý= Iý1I ý I OF.I÷17T-ft0" 121 =2(630,2)
= 1 -1 I 1S. F. . 60.0To R* 112 .. 11(00132
fmt" a f
Page 18
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 15 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
L34.g1841188 R.18o.8.,888 0.42g LNOT ý wa"Lc
19 184 18 14.8 184 18048 80.81- , R3d L88,C83b4.81 3400 93.8T80p.8 C8.8n8fl88k f'8)e 1
-_M 4288, Cb., Sh.st.8. 4,81888 D.,"n
I0841 ftm O.F.L.K.30 8300o O.n
118181 1401 -188384 88l4l 238 114
88x 04, Ea4.111mlT 8084.4 -68 -46
58 t M774 1 .0513 08731.3L 1,31 3. 1A3W + 1.'r7.la.r 93188 33814 "r .40.3de~ 4,68 188
I AD1 3.88 31.3L 81.3H 8 I.W4 475
30 ~ ~ ~ ~ -1430. 08iMS. 8130179d.k31m0484888.1 54 -107
UN I.. I' 4.711 IM234d883.881pf~O 5784 1.403+1.7F*17L1.7÷ 1.H t7W
D÷ F÷L+ 4 1÷T8 304 "earn -. 8
l84h0 -3.4 M -.
488 Th88fl .2 .M1 Thý03 88.4. 34 M.
M8 1.05D 80 1 -001.31 04 1.. 1,3W÷13
48 Cr". ,0.lb.,420 .a a -47 -88l
838r88rv 8 0 1.I
31341883llU~ h188•8814 31h88114 88845 -1477 284
2-r0-5774 1.• +1.tflF +TS, 1.3H÷ 1310 846"
rmo<• d 5848 OI ÷ F ÷08 H13T,1÷ R3 ,1T-E"_
9.14338r1,.0e88 T 80 185 -133
B 4y0.• 8 I 188574 0÷F3 LHt+T*T8÷ E•
88~ D438 1088334ý 0,.5 -20 12
~'30481 -In
E_____ vs____-- ý _
-.. P.."1 G-F-1811142 .08 -ft
888 88 88 88 E- ,'3 8 8 Th 2 n 8 . - 10V74 1.05D -34 . -1 I 1.W ý
488a IM~en -1 10241 8440 0701-T-% IM.'1048. &V__
8813488 0884 18834 08803 184 -1
RIMZ7off
Page 19
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 16 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
6____ R ...... - ..... -3 Law T1wmasl ,ndhod Loading A3al(44 Flos.u LAW, P.-'( d5 Load T- - f.51. Pr55352 0n77)
1C l a tla n C o dd k o ( 9Ip a tft ) (ft 4d s I M C o m 1b inad w8 n (.Id l 5 9. R ,4 D .r s I 0
ookkft~ IlaoI0•8975.714n489185.'-o'a *. 1IF Ina .-.
'-48.G51wrdo 57431D÷ F8 L.d. *T-379R-48
50151552508 5735 1.4017F1.7÷17 1716
048251. Th fam -is .45
5078720t4 5735 1.4D ÷ 01.7F 1L 1.77 ÷+77W
mo~~n• In~dut, Thasln -• a 32 2a
548.9.) Va.ksý E.A5.43 - -
515571 5752/ 1• 10+F *1+.Ta+ P 1 .3 __1,_____
.Cawý E-M Tha• Cadl -M7
axioavl kl "iIlmMsanw I 14
ha.0.l 1 5--148 104183 233Wlax T5m. a w/ 8 T291 l. Gl4518t 175 -
hsos',to al ,rn,matw Iso3 •
. 51.... SM8 I503 IFa. -75n .3M
v,•t • w Emk..t~ "-'lr•1a dt -v5
jkft 75*555 48n 15 215251 sa0. -f81t4 575 5D 40I.W -KIV.M 171Wý
C.~~~~~-s MnCO1 7
.8 0 519155.4491 -1407 1M
kkaE.a~ 554 4835 4173 M
745511 5753S 1.05D 10 7 l I.SSF -lI.M 7.351.350I, 721____
add1 Cooý97- n5354 Q -55 71.
PajoBfO,
Page 20
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 17 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
o - L 8~;t.M dln RWI omn DOIgo Lad
I .o g....... T--. . D..19. I.
A 44.1.4 P8.0. Lads 8(688 $t LParo ide
• L od T 1G8md.I- n 1 11l1 m (4) LOad In -" )' M T -I - r B IM gn
.non "'t) m-."') OdM'nl 0dl8 li) La48t (OOI # It)
M8Th.3 E~gT•h0,58068. 0 3 80
o.s 5763 M r*F* .CTa + . -
Ma. Conw~sb, E,.3320~18Th. J in lI48E Gn -412 7Marop448 5781 D ÷F,+L. H" ÷T7 0,8 840
fl4 Valll 0+448310 Th6.48 G8,mft 412 112
803,38 11g84 5783 D8F ÷L÷lr 1TS. R8 4E- ~ ~ ~ ~ k* 0,08131481 7
Lbx *40768 838 51.3 "th Gr10 4 .210aI1n.34u44 5782 D *F,+L. H" ,TU,34 _______
algoado, SIMD07-Lh6rT nt -210 578
Uon.mon* 5E.6O3 DlF ÷L÷ T 13 111a188,*S 40 0F-L,.TS.14.%0 Eb856d080di .6f0 a 8 310
8 c0P3 B 111"n 11n.08.l 3 -1138 32
838 551"87 D+F+L-7,¶ *÷R8.v81aa3 7518 8 t .1384 aI
2-VA.- D+FL+.I ÷TI.4. 11 .2
0•Moment .U,, F*.814a "11.58 084 2 182
arloodgraS 5808 0,F +L.h'T.,88 ______
o a.o48844 0828 183151Th1118+t38 _1_4
a,.i mlponVlg 57I7 D+F L. ÷.T ._
0. Mira 1# E,2014111~n~n' 1 -ll88 218
a1n81g 8715 D÷F,ýL+1HTa * 84mam30 3n8• 7 244 4Is,
Ma-V-L D68F38. 0+*T101768.08.l68 I624--..sw8ng-,48. 5751 DF÷L+HT.8.7 -E"
*538M3nt 78 " E4*30r•Th6838r8u4r8 .37 1138ao18884cf l 64 , 5757• 140÷1.TF.1 8.T 3.8W
0016n.8.3 I14du83 111678. 08a -,251 1837
Scw158.sb 5*8*4014 7078 08.8. -212 24
al. 7,4g 32 0 F.÷L.11" 7a. 88.,,0m 88*,o 706538n 084, 68 -2 no .
-- F÷LFT÷ %-+I' " ÷TO 8 138 8.2
Ma 0Q2 -
6808838.814*561U
640882.7.0.03 ~E*1,0 70618 I34. -8S1*14* 58 O81F8L+81+7*-ft4 ___
03.538* ~ ~ ~ ký 01400770847 -6 8
Earn WI
Page 21
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 18 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
2) Lotg40.hr R42naosTo n..)g, L2.
A.U W Fý- Iff Th,.. w-.' L..J" T-ad-.
lIF3 flm4~ t ý DPln
,N I n ftn) O"" I III R 40110 9L9D* P14i4 I s
--...-- ft )I 9.42.I l C.0 oaA I COI0I.S
-T 9,D.F.L--iT.
E-fd,,tlg lh a in[ 10 [ 1(0
±01*Slg OGni3 lggIN -
20000926.00n ± 04511,1 Te 06nE -"- 254fl•Sr I 107 .4091 .7±F .1t~.1. ÷ 1.IW ______
m _ M07 6 flusn OS. -060 2
I, E,40,• E Tgb9lh1 2n 219
=-501 I 16 .F91- U .
____________ka Il w________________ w9019.062 7
V-L-K.T-ftý 151 1 9M5
I -P v N,, 1.MG . 1.w5 -I• . 1.3 . I-N• I Ti
E T.n 1 0l.l. -M49 5
91du405 Thrn 61 dr1 -2065
M;-.MH
-A--
.- dQe -1", 3
.095s5774 1- .VIP.1*.11 .I .m
I0
mon9 57." D÷ F-W-÷* T- ÷- 6.40.40910.9106 ~ 175
916.409710a 13100014011 405
.0.sdg I5754 1t40 ÷11.71L ÷./L*1.7H1.7W5_ _
-- m-Q40V I 5784 D0F÷ L9÷" Ta9 06.6-
1.
U114 D÷ F÷L÷9r ÷T9÷I6- M EMThm0620002 j .216 i s6440gl s,,106Th 0,1 Irdl -216 *544
3m.lý I-V-T1.4D*l.4TO÷I.•÷0.• 117 0.11 (.3 Q 12)
-A4 ........ I.. - .40,.479 1.17.909 141 015)6012)
54.O06 2-7-T 1.40 14 I1.7% .0.6I . 142 0.1 4(00 12)
54.6.-6 3-V-i-T 1,4091 .7F .1.71I.91.7H •l.TW - 67 0.11)0013 1)
3M.1 &-V-T 1.4D ÷ 1.4T 1.77F • 0.M 1.0 ý .0.11312)
M "-t-6 --V. 1-4T 0 1.AT9 1.F90.91 130 0. 0t 12)
54 1-- - ----T 1.409÷1.2To ÷1.7P91÷ 06 0.20)(14 012)
Mý 7-V-T1.40 ÷ 1.4T, -,.T - 0, 125 ."001 1 12)
t-HT1.40 ÷ 1.7" 91.7L 1.109 1.7W 141 025)0 012)
3M64-5i 24tT I - I - I - - I I - I - 1 .4D 1.4T -- I.- 0M j 117 0.11(.012)
_ _ -__-_ _ _ _ _ _-T Ij4 _ _ _ __*.L IT t 1 _ _ _ 4 015s0 (It _ _2
4 T1401.47o.1.79*0.06 9el 0.11(0 12)
3M.O -_IT 1,40' .. -M1.I.F1.•1.? 1.7Wn 13-z ,01(0Q012)
.3..ft I 6Ii--14..1.47 0 17 . 0.0 0.11 (MG12)
EmIN 0OLE6
Page 22
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 19 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
-Tam u Sm• E0int .9.89 Lo
jJ Retfsamr TramanS (7)
r toe lewid GrMdl Loedt InlII Ohm l-ut ( (Langftýoa ~u In••
a I RWp.63L94dp9
9.9 T1 .4 E4591re5 Onnsemkdt 100 .12m.p g 8333 100.IOM÷ .0 1.3L.÷1 34 .I3W .I2"ru
o.0t la-iu3q "n odn'A10 Q 9 109 .244
Mi ConuInkb Q0*u* 11.3 Quiet S499 -71
901w94 9122 1,050.*1.05F.123.*1.3.÷1.3W. 12Th.5.1nt 949 Olluftl nt -97 -31S
2<4.,219T114 IM .121
Ik• d~OI'49ITII53 DSQICI r1÷ -315E
Oin Iw o, Im.w I.3 Is . Mii. IM. In6 U7,
kgin I.= 1- -mQX . -1. -91f
UT 1 1 3 Quiet 418 -49
99u9410 3275 100.1 ÷ .tAL+•. ÷13.3+1.3W. 2.20r.
9995.3L-T ft In0 1123Que 96 .51 rD-F-L-T-ft • 3• •7
gin 9131 1-4 I" 1 -3,L I 1-1 I. I1_ft-in 41fl993 ~9 tJ~nUflml t *.2 -134
,- 9-9. - 0.~ ,.7 ÷ 1..~toM 316"29
I. - 1.47 -14 - I1
913O4 0+F.L.4.uI a
I.M r 1 .M -1 - -3 ý.
aMa. Cwu ,.h 91391.40* ITF -. ;'I. -1.62 .17.5
- ~~b1-q91.I .1w2 -in
3.449. -- 140+1.07+.31.* 13.134127 114 92
949Q17W3 13 .00
US. ~-I 7.900 - I.- 5111133e 972 In
347249012919 910 IA .I0719.1414179001991I. 9445fls.3 a 33 .5M
14000.rn..9t1k~k~ ir591173*9 a .9
EAIML1oM
Page 23
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 20 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
- A34.I Tm.... Sh. .... n L oT.3
O h I = 4280 ThemIG..dI. nt .42 0
t4 F. (43 intwdhwl 1 .4 . 3334n
.1 o l,•onCulrn (Id30 433) 3tt-kll0 334 (0t3) o~l~•Sha a b.4 lo (1l, '3,ftwr )(4034 (4)ao~..
Obm 4
oW nmgn- ,
Ms1 T.3n*3 +2 E54ddln11hmlwd 38.l4r5 118 -308
43381*, 414lll34k0rh f 133 -113
;•= va • E.Wf "n,4allt .o 1w,..llpe, • 3038 .DF.L.HII.T..Ro+tS
1-0-4.3.0*3 3 .0 1.3L ÷17011.3W5+1.21. 81 4.50
454 Momst 54*3 0,fl1g1h*,5Gr t 12 -150m~ mdn 3830 DOaF÷ L* h*Ta,3o8.0
MixMom•E*0,*Tm3838Gadm .23 -130
a0, d 3W3.543o 3030 O+*F ÷ L.T.H" ÷ +C ÷ 1R3u4d 34 3"
Mnrial"n1cg mh,,,G.3d 1f 144 .3
*333004 3270 lOGO. 3 .0033+1S.3 ÷ 13H * 4.305. Ir2a_ _ _
hdf Inraet S
mt 33q055430d, Thý 4t 3 4
=M.0 31 32.3 50. I L+W,.X , 38.3 I ____--__h
I JD I.(WG I-3"1 .M 'I 1.3W .I"r i am1338 bmm .~O-fla -,raoo wO .10;
6444. a mrmlo 37- D l.*F .L ÷l.0Il. 0a ÷ Rr 81.0"4434 ~~E384 memO -Z40 40 -3
kx ThT80 3 0 1 3S 5444 r* 3291 t, 1.F +1 ÷13 H + 1.+3W÷3 4,8,•2hI44..r , 1
44.T10 End54.*14trOa 38*i*0 1322 -338•
3291 1.4D I 1.7L I.1-Wm • E+38333T*3548041- t -134
91U - - 0.40 S +3.3 + 1-3..1MW5. 1&2,I M1 33 0 .Ma. Momntw3+3 • 4.01TI3T,5438u4* 384 48
I3
"10
w 8 4 383t .f1 -1230
354po14 g134 D M .÷r4
D÷ F÷. l3 *3' OT.LRof+?.3o10;
1 4nn 134 1.0 +0F L + 3H . 1,3 .1
33813. 4138,- 0 Th13.. 113 .1071841-I -. _____________ -I 4n+.fTa 03 13 43
UMUI*xký at h4
Page 24
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 21 of 192
Table 3H.6-7: Results of UHS/RSW Pump House Concrete Wall Design (Continued)
t636diib40o~oo oinLd TrmW,.. 6..... ...--- - - - -4 14. . ..TIID-D1lenm GMW1• LaKInd Axial (4) Fb.-14 L- •i 0n11 fm) - h
______ Shwmo n0014 RDI.I t D.nA41.Iad Mf.k,, M*•"Lad. ( t )no. [dd8. I M 8.5dd (MMp. I ft)0
j~~~~1 ý 8 3lf21484.*
M.Tehln 0/ .. 048 "lIn i 344,a.4 30 -,4.,36816d~ 0157 1050.1 • 40F,.I1. ÷1.341 * 1.03W012. __T___
r4008 Il•3 34,1 -410
kiwln C n.~dl 114001 1084 Gruint -151 -164.*861 124 D ÷F L.1H7.7a+ROe'
L~d,• lh1 l7 Triden -741 -22
1-Vt. -0. F.*L ÷ .1u 04+10O '• 148 I
'D- .n4u.610 1h4.1l8 4400.4 13 -417
m I I- . 1.1 17 0M I.4• I-.41
M aT• 08* W- Ilsnli Qu -10 .0
32•as~k.* 1,41..5F÷.L÷13H÷1 ,Tal..ncq..v AD0IS.717+71+O
Mu7 Copn1ý DF.•.n Eu u i1 -64 -411
4.tWfmO1O 0704 1.050.*1.05F1.St• 1.013 0.÷ 1 2W* .T
a 2- n-KdT f "r e 14 44405
i4eal C4015lm~ 04440..5D14 1115.÷1.L ÷ 1d3 fl .7W6I.411
ou, 4 344 0 ÷F. L,+* rT+ 68.1"
MaM40154p4681 Ealele 1147 00'0.3 -o -144
644 ~ ~ ~ .= 6 4044 00 .1 In. MX 1 -- u13012.
9134 ~ ~ k- DDOL÷rT* •E
knrr• Thsori 00r.11 .0 ,44
ON" In- 01 r 1 -1470
mo-i00.6 1161n 4 4440.4 1404nt -1011
E-9o113 DWWH452 .100E84418 1.1 4544 44.11
14 0.11+I.X I.MS no.10I 040.0 O 11f 14 00 .- 3 1470
EEMJliLU
Page 25
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 22 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
LOllglt dW 42o D.ign Load, T.... 05.1 DIgn Load.A16.1o~ -2 hhem Oh os
0 00 F.amLd.b44o8455L..rovdl0ed0n _____________ T50vet P8Ild1d
z * Loa "nwnni G0004l. L2.d41g 14d43(4) F'lum(4 Load InPlln 331011( Lo) d Traln5o.r. 055.0 11 (n0t5l
05TROWdo • R..aAe
Teb.0 -4.ft 0ý 5411108Qie 8 4
pondr 3I1 1.0501 *105F4 .tJl.* 1.3G 3 I OW 5"S
"0Z519 i1 1 4 313
MOx C40n0amI05• E4 "4,OThl G0..i -584 212501 9122 13 ,1D06F .1,34 1.314. 1.3W- l2Ta
ktuMmlm 90444054 110F* ,14H ÷ T| R -0E
E C111,g 1130. 1ý -M 31.
iEkift Is•
.- ft1 T1 40*0 -1 -113
h- fl 40.d1 .276 31vModd~ ll trib 4123 1.30.l *105F .1•33.01÷1.3H 330• li1"
75)1.4 004 1.004450 310.1100 30.11*"505 18
O ÷ F ÷7 1L0,105r4.T4.. 1301*123"01lil
-U T 0Ii t -40 -
a--f
oom~~mond.lf 913 I WF .• T R••j rn Mwrwml E.3000- "r 0 08 . M24
a Iom • 9135 1h,1.Ql.4F05.;2
* 8 49044 4 301.81. - -M -
o ollq •w 31001.014÷ 111.5I13301.H ÷243W÷I05
S 1u 9505Th.l.4.100T90 40.
1..5Mao 1.0 E0*1 11.013.08 Quie. -445 03
.315.1*1 3134 00F.L01H1*T4
a
4-"
MM05I.40elt.0 v 41 05• 1.5 100 .1 ÷14341÷ 11305008 QieN* I167
Ek. ImmaIn
Eamw 14 &
Page 26
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 23 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
Ilf 06 h . O ... .... n, LAhNd TTe Sh... L
L~P RM- W ýMIs Tr_ _r Showr P) (in.t.)OK -A "65Ia l F hlKa k Lad lo5n l~d. Rh116F1u 11s it" (lsaamn ToId Rnnlof.06
nt60 6
lg
L. R.665. I" 00.U mndMd Ih0606,8 Co3nd1 n ( ti061 CoM0 at~•Tn.o+. .S,06
1 (ft
UMOIod -l O "n.11d x1 nlM0I 117f I 5ar..rpw0ng 3291 1.050+*1.06F+1,3. 72+ IH*123W1271
l~nlares1 3291 115.D1÷ 1.713.751.45
024306 Mad s T1-s0l l -III 14Sls lAS S•:1fl - I.•5D ÷16e• *IX+ *20 12ff •W. 12.2" 61 9.06
365 t 0 01l 1,-,lrQ.d*5t 65 655
a,60,gv.- aal 0++.f.a0
• Mors( wie F-I.• Mln ýnkt •
¢onlr'c014 It55 11.561 F÷ L÷600*6T ÷ F -*5ara.d660Tg3461 sa- , eloIar...
bb+VTld0106 wE nallkdlg "bmalls 006.5E49 01 5
6oo 161 050D I 35.0• 1, ÷I .1,0.31 .3W*12"rh
hsad• • lS-.aud nx.3 063 -572
612l0 5 a .. 01 1.0*I . 1..L 1.03 5 I . 12Mmoer0du•g T5.a0r.d.15en - 351
1-VA. -D F.tL5.FrT0.R53." 10. I1E.24.~0611•n 0r.6.5 I 065E-fl I56÷ krT -165
DM ÷7÷. 1 3T R- 4 1 -I82
-- ud-lt elmV~t 2 3
-aTh1L0.-1 W 14 3.21
La 9x806g 1.111 a 62 571
1161l 4) rtvnt -• 4.506045601 wir 659 1.060.÷150•F÷.3L1k.3 l I0 W 125..Th 7
a a 'In M
m M -IM -e
kkSft0 111Is6 0r*8061 2 313
I06c V.50nva1 912 .050 1.05 ÷1.3 ÷ 100011*1561*t.2"r
a . In 100+06. .3. 2+5.17
EamI5 of
Page 27
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 24 of 192
Table 3H.6-7: Results of UHS/RSW Pump House Concrete Wall Design (Continued)
046,6. . T-r
- 46 O. ... .. ..0. -*---
VWk1 ProPwddedi
M64f7. ,e ExO. Th1166 O . 744 10446fl6400,6 I 1.lOI÷ 1.€(• t 1,$ 1.W* 1
-tm TflUma. 7r34 -w
Mncwroo. 7~~n 7060106a6r -36 6n •w,46 21 D*F. L~h'÷Ta. oE
mm v.t4, 341 16-7o 4-v-I.- 6 16
N 601lla 3464 1,60.10 ÷ 1,&F 1,3L 1.3÷1.3W. 7,27"r____
- E ln6"T1..l ra1146 -366 114
3416.7-1 l.V-r--T 0.•F.IIf7. 40CT÷tl• fl 0,11 (6,3 @|2
3-4C6-71 2-V-T 1 .40. • 1.4T l .7F ÷0.64 • 115 0.11 (620127
Pam to of
Page 28
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 25 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
Ts san" ...... g L8"-LoMdia RRnb-t Tnmgnn 1-tT O WIh
A. n W k.- * b44fonse 0*38 Lo8T-4.
A*.00 Fh s1 .. 8d dOh 383833804 L3818Ml-..883T--81I
153 _m_ (ki" I 4. tst4f3l ft) .Cm.r PLab. 8 4ig
iTffin E0 710113- 8 rat 141 -10
I.W1 D-F-L-K--TI÷3.U
i• 'r" s3 -in
038101 . E O,81 "n81l ~lat .52 -10
M4I ,nI 716 D-Pa -L*HT.*fl. 14 a 3 -I-7
Wo.MO F *WT| •• EhA.lu 421 -33
es ,km "nQ n 48 -34UI, (.0 D-L-fltt48 4.Mm45 1 T W&17 - - -4 -2
at 2DF E E. 1011 ra t 418 -34
koý. "-n Qý 115 r
0 7.nal 8 5348 0÷F÷ L ÷ H"T. . .- E"
- 1rn1385t4121 -6
Ga1718. 40 40
8..8a,.ont 328 07.. . Enedlg 03n1 4r*dn 113 -44
8,.Tg17.. Fdu~O rh 4tfGdwt 115 38
a3284 0.÷F ÷L ÷ " ÷Tb+ 00.7 ____
2 11• E llro 1ai Glll 8 41
o 0• 4dDl-L• wlft I'N16 D3P. 8 2
893u1001138 Ga.n .78 -13
M T14 8420818 10163 1 3
MCOI38.k1 0*18111808 -21 3
h1(t-)18341 8ko 1 13
80001 D-013 -Hl, 4
Pam 170
Page 29
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 26 of 192
Table 3H.6-7: Results of UHS/RSW Pump House Concrete Wall Design (Continued)
Ad- .. ....d Fk. L. "I.-V...do -. __ ._ .... T-n-M-10 Pc8tlded R.htlcmllntn Prood~ded 0403
-- .8 Cinb44n437 Condition (23pe3 3*) 4323123 ,n adnabM~. ,oheT3C0n.n 5n Rel e nt n'I8
0Load Th.-I n)6Lo " Fu. " -lnf.oo,,owk w I,
444,5 1611m110a4 421 23
U. CMp. E Mds (k,1 -ip 31
moM h36nw8,- 4• 6 • 3
344.874 2.1- OoF-LolHoT-f 6.ý" M 3.12E-,gl T7.7,4 GaSe 52 47
oW -ccmtldl, Mo D;F÷LWtrT-fROh~dn TXwl flodr3c 247 44
E,,gdr .o 44r63 500 -5£ 47
M km v 3244 O.•Fo 4 L f or÷T* ao.tE" 512)2.74Qd 44 4
oTWTh E dg 27u -3 4 44
o: momnt"o i"nn 3.72t •
S 44 0. 4LO 3H.1-g 3-.-771F L3.35T.4R -27 73.
444. T7.75, Ud 7.41*u4 "77w17Gradien 118 2
23*7 3244 00*F ÷ 1 4 7 0 .0+ 440t,".1k84dm T7474 0 121 2
•r,¢ 1on.1*74n 3 . fa&d l 4443.4* -WG~r• ,473 42 0wr l 2346 - OI FoL* H 70T "
1744107 hld 1"3716' 307513 -47 Se lw-5 V7 E-ooq aF 44r÷ ,2
.nlg 41 OPo L- *.vI7.,ot"2
02n.1*3 T73.371 44754 12 44
1600 4435374.0 E-g 7..0 -44 372
0~ddn kkft n 25t g 382
44d dln41•t.3, 0r754 -28 312
EjRG s OLo
Page 30
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 27 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
5Lo.4116345148 RennfooT -.81.
Tr9.797,S rM
- nh,7 4*m Pr.ded RMWn47743
0• L.0I Trl8 G94d4 4 A (4) FbU I(4) I-J P) T - -f -
a C, RIMI M (M43 M oafwdn W C47.b4 RT01434347Data
... o..,. - aag1.4 -/I "rL T - 1. 3.12~m13
4347 3474 D ÷F . ' ? h" ÷ T C O •
E5*37.i07 -IV
4376471 9163 0.÷F÷ L.7?. TS÷ IoE"
flu-i E . TI•107 G-IV - -14
17l ,4.l87 E*,47s÷19Qt .12
91 "n7774 Olait 7 -127
0!1)c1 r.c -2m -lu
h04a-I• s4s÷ ÷s .÷7÷.-IN
0171 4 0,F. ~ k, l7 , 1 41
•~~~M "D-Nu -Hs1 -8
•~.f -1•rt d
- ~ ~ . 9fm 40 a 377
* ~~~E.37 747. I 4
DIM4 D ÷F ÷- T ÷-ft • 'E
41*.Twa-rEg "n7407. 4r3m - -4
- h.10,_40Sdw 10 4s
Page 31
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 28 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
€ . ~~~Proided hdnW-,*~ PodeZ ~ ~ ~ ~ ~ ~ ~ k ý RrMGain ~e~g ••(4 xu14) Fý. I.-obM () a1-el •Trlm L a) {iwr
C-Mý~~ Codtn .M VI• nfou-Mlat ign
Mu Csno.m C. .9•9.289 12
am9 O+FL.4+T+49814 13. W9 19 25
09 1 14 . DE• 12 41.L- N .3H E G* " 4i
1-H4. DEF÷k÷ -V|Ro•
m - h.,.-sý.,,o -39 .
hotFg35-T898S 1w 122
483 839r1.9 .99• Ea788 a9 999.9 -L4
Ewd. Q,-d.~
98594 45 9.F÷ L* 4.44Ro•E
409958~D- 59-4 --
Ma. 984. 89995n, 499429 99.2r5 577 39
984*4• 399 9.,F.L'4n¼4 aSfno 6
2442998d9 9183 OI.F÷L.4H+3* I:.9
2441. - 5.67 Gr4 12 a
043 m 88 ko3 14 9
xE940893 Eaal44sr39.S9 35
D-Q F-a GLa 0H 1T5•.
Sn*83 49 9.7. F ÷ L ÷ _______.. • Tm••d 7 I
Max Teut. .2 EO. a1T,4n 99 4'n 2 8
9*g 3189 0. F.÷L. H.Ta÷ RX.E'
2l 9839 1 3471 D-F.4L.+H4T1Ro÷0. 942.09bd 4Th443 9582.3 -398 -
ka Th4r.298 1 14
T ,ES44 399r 5 -98 39
5839 84 394 5.÷F ÷ L . i9r . Ti F94
99299825849 9163 4099+I.F 198-145. .1.24• • * 1.39 2TC______ _____
183. 9 239. 9 18 5 D÷ F4192L*39 9T8.29R25E9
.51 "rh.9654.424833 nt 21 39
~4398.9 .5, 418n,39 9+82.3l -145 238
EAaw2OaE
Page 32
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 29 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
- 1.00404444 RIftotomO 0.1p Lol_ _
j dFi0 Lt I- ....... L. 0-- * .... - .. . .I ~ ~~~ Cmftnft-034 ~ li (t.4f~ N34~4 U1.44TR0U1(InIOr )e • R ofoomo 0 D 4g
Cd. Mft *- . Sh- C..* Rwrf rff Du
~~ IOft I 4pfl) 44.(4IpM
14. Th1 ., E4*Thr0u33 n IN 28
ICa.o. 014.f 11100 44. 314 14 13410 1 0500 • N1.3F ..2 120.•1.3W. 1I.2T
t14.4 lF .1.t1.*1.It *1.w I18N 3.12
i nnw 13443 O.•o 15F .1. 1..H I13W. =iT M
-- : .10
1
0 1.001D 1.-4a G -1 13a
40r Tun. OlgllwON 044.4a SS 25
r~aMo, E1d.. TU G0- -T00 I4
40100000t ,4d8 13481 D÷F I÷VLO 0 ThT .OW _
13401 DF.L.W.T. -0 . 1 40
UUO11SII -II w
0454.1 1I-00 M4* 10 3
133 I 1.05D +I." +1,3X ÷ .3M I XI.•lr
M1.-4, 110040 3h -413 1.1.05D .1.L 0 * ÷ 1.3W* ,81__
- -ft 5,01 3a4t -23 3
1p s 3300 1 NO÷10.0.1÷1.3, 120.•12• ., 1.2T*
• cmlpmson E*,4l~l n1001r48 34.c~l -40 13
htI.U~m4000 4l 3481 D4.IF.I÷ *ThIO.110"
M• doem ir 13 14D ITF 1.L *t.H ÷1. n Tmao. 3488.nt -0 U
910408 14011034* -80 30
Pam 2 OM
Page 33
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 30 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
I~~~14414% -h Log-fna 8440068 0ýM1.
ýM CPm**-to P.P.~~en R.T --8338 8880 044 L
13410 1.0sD P1•F 1q 8.. 18.W-~ C8408888C0808188 (kIPo1ft) 45444838 Cosn.84444 803 C.Mhý8o
)misfIX t h3~1H "~1 1 104 451 58
U~ Molw.* 534 1138411*10 0L80 11* T63 R180
g 1310 1050.1 0f+ 1.INI + Ir
Ind~~ldl• tlll G K 219 -41
3 ~ ~ ~ ~ ~ ~ ~ ~ ~ ýTnO -81 210103 451 3-- __ +++I+U3+1 1 8
O (0+0.)0+0:301 Tlesa 0.I0 41 08
a hf Tl0O*4~ad *43 488o
4.6+7..oo ÷ E.4Th÷1.3L ÷0.80.3÷3.1w-.101
=~k40814 5045 10÷FL+14r +TIIVRo.0
30i.lIl. 6130 40+1 413+ I 1d3301 14 ______
1.11 0.+F.L 1.lF+T1s+.431.3 80 3112T
534 11a.1• 400.3 18 33
14a " 1wm0n0 I3w 111 I..8D48F .24T.130
- 50g131000.r .44 4.42
a ~~-In .18
1.6+7.08148 . E.*11I101 06 8
888131048 03 1301 ~t1. 10+20+ 27
--- T-t n333U0 103 3
08 7038.,01 .1*1 11411800.8 -056 .IM
WN011 343 +F L+If+T*-ft8+11
- 181.t100511 -033 .
ftmaZslflG
Page 34
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 31 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
,,paala ... . .wan Deig Lx•o4) Fni__(4) Load, In-algan I hil ko T- --0 I.7 _ _ __ot ý SoLaaL"Rtia nmnaal~m
0ha 1~~go -bnoue M tifooad .noomn RmnoI4 4h rhnmIn E adlom d 8Lo ding L344 -W3
141 I I 8.nM 1aIs 0#. 14 R.
E-.V Thra "~nn (n~adit 13 4EI
35I I __ 01 Tr•ns88r. SI-t(bI.l81
oarpodo Mot'l •6 1.40 .1.F,TO71 - 1.7H - a.W
C .. naoo Eknav -ma nat -10 -
Ihoma Nonm
A 45 1.41• 1.T5 3.8
ES44* 4ThwL18804T4 1344E"
4 nI .. p w a SM I4 . n4 0 .I 1 .V . n i4-I -
Mnl amsn" E111l .40..T-48F
43188418T3880 30FlL017047048.C
¢ • 368 1.4I+ d4To .1.7- 0088
mb too an,1 !QWt I..ra I. 30 -*
Ecug n1'1i 4.,ws eo -415W ,8k0mn 8845 1.40+41.4To17.7 ÷08.9t
333 n8 l 'na3452 SIC~l 1 -38
3*4 1 31411.4 04 1 -21 -484
05l XI,* 8840Th+FOLOII*Th.-18.0C.-dawin "a.V .•214 -IN
11810 r401 11101.4 38d. -14 -.13
m 88CC-fd. 5-ICCn - 48.r 5728.-8
E,11TIhanI,aa 48 415
aaa-v• cinoia an~ "i
= 4148e810110, 41 47
11*4+0,83.4D ÷AT0 1.-O (M37.- v "nm r hsl -In
i164 T3donaalaon E 114l 418*5 378WO'' 388 . 1404Tl7.88 __X_&M
33011a 5 8Q - V 143 nt an .16.4 -44 -1
nomon - kooLang50503 nnma 4.8
1-a 1.4T,5.0. -8 414
,841034580. 2135 0
ZI1 1.40 -11 A0o0- I-IS -444
.. notio" I 1 1 4 n 8 0 4 2111 -14
EjaZ0fiio
Page 35
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 32 of 192
Table 3H.6-7: Results of UHS/RSW Pump House Concrete Wall Design (Continued)
S • • AX1, :r FI=MM L=ads b Lan wwýa
4.z.8 "n73378 G8dW L..dbVg AXWl) u Loed IM1•Q7s (n10I7l L8. TM Sh-5878 (tn7r4)
4 1 . Wb 131 30 ..- 41,
•~~Mm 417rnl MmNl 2• -1
17333 3a 0
433.7.0:1• -g• 7.33.3F÷418 7,÷TQt.t 84. .
58731,lctg 8101 1,75 *.00 F+,+1 38 1 +3 . 1.3W0+78 72T8315.I8 tTheto8 (33,4l~ 512 1t8
o0 t1 1701 701. .4T0,÷1.7V 0,M4
-- ''• 4843.31 170r42 335,48 478 -448
5080omadll ta 0778/ 1, 0041D÷17F 0.i.1.7 *0.t 177.733W7 .0
- •at.78038Qt, tttt 33813 -7 .307
733.7Tll0,42 Ef8,4CUIa 7780. 33811 878la9 310 -47
3t.78t • 00 1080+1 * . 0 1.3L ÷ 141 *720W.71.7T+0n80t h31d flg"rt.n13 1-330 413 at18
Me C1 8ti E.3,47ttt42 330.8la 477 -07
mt783no 8458 7780Th.044.7Z0 47~ 205027. _1_
70.5 k 77338l 33317 - -872
3-Vt- _____ 7.0.1.710 t.7.04 078 8.3
C- O~nk 6101 70314 Dm42 33 1 t a
M. 7...140. 77.0tv
335tt23( 3am7
Pam~oM
Page 36
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 33 of 192
Table 3H.6-7: Results of UHS/RSW Pump House Concrete Wall Design (Continued)
17 I -4ltlnid R5ftle II Da- g Lamb D.6-n I.Dwd
L 80j I A. -d F Letfo I3ohd 8Qu3vM.sIh Tmtt1Q.. M0661jJ ,. meseso ... o.. .. g._--1 68 ....4 ._.Q Sla__o~8'
I CamttnuQ 00488 (t3It•Ifl l't-pla•If'4 030860 0d30t4856810,0•' t07atmOd•I
LOWm -am~n T.W01 Fbx (4 -6
oemy.pon" =W D, F-L÷k-T.- R%•
MO.n S T l Et- 2-`44n1 ate 4iet -44 312805UC41dQ1116 Gr8l5 58 -6124
nd1 ThIsQQ n -13 -112.
QIt oente 011 .F. L+W+T.0. __o ÷E_
kk ý -14
n1 7 Ta11110 .23 -152
36lTllX16•' W 1,0500 061.12F I..t41,81• .3K I SW.127"i_
MlI. <0150 O tk, n11a.tt madiO -IS -I1611p4dll 2881 12405D +105e ÷I. Ia• 130.10W. l____
11388, t2.0g ThW15 1007 i -147 240
_Tý 1'7 rm 4 0
r.4 MID5 .= 104 0Q*5F uet 4 1M
hsQ..*.g WTt~lem Qas~l 12 -450
a - w "I-8-5-IN
•0~ ~ ~ ~ ~ ~ ~ ~~~. Ma MM° ~ 81 D*F• "÷T •
t1Q.id Tlýa16Smdet 47 140
Mnx Tamlon .4 0161 4 Wedln h 05I... 4 17es.O: r,00gn•' 50110 I 000+50÷ 1.0• I34.* 1.31 ÷1.300.12. __T___
MC055-1Q5 64801 "elO~m Quiet1 -710 347
88t5.0 6101 1.4 • .14T0.÷15109F ______ ______160m80 88ult I "rlel 0007~d•I -70 .135
Iklx14omLt1Oinm10*D*F1L4r ÷1142,•
.a4fm~ 048418 "n~lnl~ate 02[7 64oe8510 36001 1.050+ *105F 01•1-.. 12.13H÷16.12W ___'_
-~~ 80* Was QuieT - 424
et 01.*4 00 400*1.4T8.171.TF*04•15 __
rram hn814Wna5 * -483 0
atxMmwlNm 1• 154001058174TO÷0I91F £014U Q 5H
MnS~lat* .40 48.0 Wasl 0000l~ -318 68
Pam 25of
Page 37
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 34 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
AX M mt 4 4 w Provkbd T - hIse Lsn ds. RroW m 0.48.. LaNrn
MO. Th.b 44 Ef.*,8r•1448wn638.,8 84O 22
momlm k Conditon a C48 375
021'. 11 11 VA'M I MToM17 ,,IIII___ _ __I_ 1
M- WIII tQl 2970 1.D•1.T .?F . 0•M
04844384 hld44qThWT• fl~. .8-3 49
Uon 8 r48384.6 0 1444 •81.4TO ÷ 1.4F * 7.
21181 484484 . I 90M18 3. 13 1.0 2 T
moml~k~t In I.,11$• 1
b-ITh44884d01 IM8 714
Ma 1.. .O444.8E4040r8ThT,440449 843 48
20n.xhg I.. n0 OF M 133
.. CX r..a E.2410.11.4 04.44.44 ..38÷ 284
k34k 8*. Th 1382?
844I.64l 3TI.442 8440.2t 45 1221
~~Ex•d "ntnn I- al~ - .1•
Z• - ~w•wi• 3881 1._• ,T_+I?_÷_gZ So_ _-h_ I=,__2
50110.48 6177.40891448.8÷18L + 11 1.48-l478
48 fl3814ef O13,s 0 1387 531oal~~~l~pond•& Th M I- r+ I q •
444•8413 ". rC4 8 n4 -318 4o 8
5.44.4 1-11__.1,7 L. 4 I.X -1 ,. 13H . 1.-24
tMn 4842.804* 14~db,o T488o 0.3.5l 472 854
#l~x • m FMxkKr" • Thý ml I- 181
- O-2L T- 1404 8*14 43 8
12 1.M D + 4 1 .4T 84.4 5.48
D+ F+L kH'÷T3÷ 4-d. -38 411
Ma3 45484488 E Ik4
• " - nI* 4 229
4448.3~- Th642 5 448 -IN8
- 049.6V Tha,4 Gd III,3
•nlmplld•idll 3600 1.0D I .IT 1.nL • ITII . I.-
44. F , T~I 3M4 I.44. F44.08 1.M
Page 38
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 35 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
LOWl Ther3ma Gr0aden Lo.ing AIM(4) R.. u.4) LOWd Q0-pLOW ) n3 LOT rn )-~ 35 Comblno485 CoSAOISO (Uip. I ft) ( 35) •Co.40 n Ih5dPfQ Lod Oups I 4
938T5.l F.•,0 919 75334 558064 153 7
29dM75 D*F÷L+W.T..030.Frn1 Th~mtc-sal 142 .7Q4
Mo. COom Sin Ew0,5..• n 1 0315 .3d• 21 13
83o531 3359 0. ÷F÷L.5+TS+ Po.f•-wet Ekl4sU5•5sd0• .- 13 43
930851E 371348 0 6 1 310lm omwie 2480 0+ F+ L+1r +Ta 54.. ____
E k1, I9 314
E83dn3O.o03Oý 59 M
503.55001*5bý 5715 M50lW1Ll5tW17
2-V.4 -. .17 1.M1M~.70.4 258 820d0M T-30 3-530 -I.dML. -4 34
o 37 1.4D +3IATo 55 807F 3143
t.4D +3153.o5+ 3828 14..34T0+1 7504
m~913.,*533333388 5I84D5.4-37 F0.g
-:::,:,f83303•ft Ge - 0 -
24833.831*0F÷L.5.'T8+ Roof ____
mtn 5 int 5• 5 V035 -431 787
55051gal 9103 E155001-7+333.0.,r02W. 12,0
3580555r 5 f05151 F÷L0 W+TO,177o5E
31313091,353.5 5883 -11 7 1.050,1IT0+F 1.7L.51.5 2583W8.38'915.19 T0.333 55808.1012
8101 1,4D+3AITO * 1.7F+5.0.•, -us 75
1AOa - t I.7 +14F÷0.Ma x1E ldn "lm 4i• 0 12
- W ý Einio 81 4 1 4D 13÷1 .F +O g
' . ~kld . - ,ma~timt 12m 7V0
ftw2LKf
Page 39
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 36 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
3 T530 Tnfs. S.
0 Lod I1l Gnlt L-ding 4 144 (714) Io ) Tr .87.0 (inft8
)
CMS.ntlo C-dV .n (VlM/ft) OIdT. I 588 10 "IM 0 I l
. .0G4 1.305D* 7.05 +74.• * 1I3.1 kW. IT
0037 Ca,~.7 149h0 14(81483 -3714 5077CoP.Md 3e41 I. -31.IW I.ML * s. 4.3W7 I r-
D5FVA ÷Fr 5T.3 30E" 20 3.514-t o.t r. 70ffs8 7 IM4w I=
4n.7h..+S0.3de 7 707
Il k Idl 3097 1.40 1.4T04, 7* 0307 ÷048
E.7W Srat 14
... * 4 .=30* 3 10 ÷ 0.• .3 I-
8 • vm l 313.40 0-VA. -o ÷F÷C.÷ V÷T .* 3 20 .00
Ekdn•rrr 41 314.49,9 "5'.14143 0.4di09 45 157
14140 D0F÷L.5 T-ft ÷F.14
- lnnt~ 734457 75.-ali~ Gaotlm .71
14dudl Th1 G~as -707 631
30 1.41) 71,4To 14F.O5. 153 0.. IN__
3. T* 0.31( 012)
3H.68• -H- 1.C+1,T•ITF*,gH12 0.31 IN6 012)
39i3 4.TtL.51.7I.F4In 0.31(412)
1 5 T 1.4D71.T87.g 0.11M3012)
3383 08H-T1,481,54To17.F.3gH 174011 ____12
Page 40
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 37 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
....... 344850635 .~o4 ------ 44. ----- m L2--1j61T- Be M444-Tj: r(3n6 P6+5 44 .4 c • 4
TTI3 1.4, E1.1 AF 31ed 37 M .1-~~WI MML16w5.. 3 4
,t c, • ~mc 7+4446 Thnea 4n.4., .341 -1I.18 4 1.40 IATO , I. MF 4 _I.-__
k.11~ 4M 3.-52
- w..eE44,glmdf i .v 4656or046d64 Th11 444..a -24 49
M60 T.1 .4 En~ag3520 D • F÷L.0W.T.T0E"
m N ee 61c111. 14450a 618 .65e--dwl0 TrMS 40Ma.3 - 2
hb.WUým E41401mmi5.. -13 -V4
.4•jda'r....441 018 O ÷F+L÷ 6+1.T + _____ ____
kk. ale IA)
4E.4flct~ 4n -16I -6n
41(c54. Ti84 n 7.1..4164Th4a E,51g6165515. 613 -13
S441 1..605 1 1.05 I + lT_
I.M I ~a~r I. I..• I• ý ý
4466k~twire 4360 D *F *L+ * H".T + ______"m tdubl Thl•Gl~t 2 -113
U62460n3l4a 44410 I•5 .05F+÷,L+W+1a3H E*1l1114 .405 142T4
-3--
3, remI.dlll- .13 444
.T...c1pd 7.54IM)416 -IM14 - • -33 -13
446~c 35435 t'÷ F . 1 ÷ T6_ " _05
ka411.154-- 215 -33d r11m 0Ge n 144 -Me'
440,1'1113.e3• .666 40Inatd•Z' "m n t -3 4n
• 1.~~~~i4l ÷ 1,7 T÷1 I/.M-10H M|,i*
PAM 9 f 66f
Page 41
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 38 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
f-ron
Page 42
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 39 of 192
Table 3H.6-7: Results of UHS/RSW Pump House Concrete Wall Design (Continued)
I.._ud 81- - T --S
oolmO~lld~n 1752 D 3.F÷.L 68H"D. I ÷ RL 9,9
IndudbPw•s T--m S-h-•30 4
Gadl mdli Gmdmng LOW7 ow-MLd .12 OH m~t •4j "n a •( 4ck801 ,43
¢C..r.Wn blN•M TlIup. It~kl -II Mk. IM Co*.4
ma114ntýf -" -mm 3qlt 103 -78
Indu~E dm -m~t 22 149
______wire 174M_ _A___ 1.4 IATo t.7 ÷ 09I.
'd8499q v.10081 D681f
_T_ . E313841Q . 138 .49
M~~x M~ml~lt 38.19 1197. .. 4•1,T÷1.0F÷0~.0
C1ompý kf "
~.499 13103 93.614 383 -IS
-urlpodl 4O D÷ F. -2i2 -2
,I-V-C - M3.3013034 I 4.68
14. 16163000.9 • 1Th.In3 radart 41 -433
I.~9 0 maAd 11041 0 3V 3
3..6140 2 1.04 1.40 1. 0I. ÷ 1.17 0.0M..d3nr4 a Th.1r3, . 113 -103.
338061n'•* 04 30u 11.01 ÷1003 104 31 1031 .3532
DhFK- - % 13638 v O . -333
,t, E•1• •r -9 -.•IN
449. TrA43 .4 1T.19 1844÷ 104To9 t69 I÷ 0.4
E.1116194. 15 .149
49104. 31 8 .10 .1Efl, 1903 a 810 8
I Md5 1l.r1 t.a aIt 33 3 6 8
Ma. 14.0.3.0 -~In- ,niaea
PawjlofM
Page 43
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 40 of 192
Table 3H.6-7: Results of UHS/RSW Pump House Concrete Wall Design (Continued)
Tinyj....74.048 40_8R I ft n.. . T -.. ."
3.478y7.7 Pro84d .77.
• 1.4d Th.787470.777.088474 4d700 F~ (• L~ ' P47m7 Lad r7.774004700r7
(b778
288 443 o.F..77.TU7 ______ kft . -
7.Cml EaodVm 74.4a.7ma -728 777En~rlg 177." V0#31 MR I0 81
l11cm • 4318 D7.F 4774 0,r• T 77R 7-4
Mnx T.d~. E 0 1774784 74.8008 -27 877
28.w'4 4741 1 0.D*1CF.+,L .H 3.7a,.N74. 'r
.74r- 80Sq• 1104. .188 70
Man 4847on .7 E.741 7n8l4.d.7w 178 712
4772,d8 Th0.,84 7 142 7277
E7E-74?81 4 -83 1125
ilompmo 4708 D 0F÷ L.77.r.T8 o.E'
h124 778~08 4.0484nd~ -44 7277
2115 lD * 1L4 To .T % • w•
.5 D- -n88.84 -Z - M2_
l 0807674084 22t4 1.4÷1.4T, 4 .7 O.M
08.4Com7 1E7708 M414t747747
Mao T08,5 E• 74d 7777 74887 3O8 323
C4 . *1.2117 1- , 1 T, 1.17 02
md w 7 121
r. IV -- 0FL,-7T.•44.C -
8,741017,1787• 14T1•1708 0is
- 80170,8.01 r• a .0 714a44708878. 280 14.4 70 1.4o 17.?F +O,
ftM3LuLQW
Page 44
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 41 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
M TT -s~n sh 4s6)g rnT5 on81.55t
wrdhpVldg 250 A""F'. 1 .T. ÷00M5"
nmint 9150*n8 Th1 5.*5 G m 1t5 455
Mn C1.b(1IMTm I M .0354541 5 5B -C h 52
0114805 872 D ÷F0÷L ÷ H" . 80T * 5 •E005I 15003 (kip I 82,
9100*8 1.5r 1 5400.8 -2I t1.v-I.n D--F÷t-K ÷T. RM•
M504 Morns1 .0~ E342 D ÷ . L ÷l4r T415 ÷E5381.18T-ft InO 3.1285*5 42
E•,40 01ml 1"k• -2
5taTn. E-dm 5lG 5 415 21
rnm'mt l• 'hmll*-* • 412• 1.
rs 24 1.420÷1.4To÷ .55F, • 0.
mmnv •U50 a5e n 422 -454
2.V-I. _____ _____ 0F. L.÷h" T.÷R 50. 554 52
1..38d ~d85 5380 D÷ F÷L.I H.5'.bT. ÷
t5.kdn kictdS. 551.558 Grier5 74 9
MO.00505* .i*5T nn580540,5 -411 419
1..1*S 24 1 .4D14T, 1.75 0.
Mhn TS1M u, 0*.. 9 5.h1518411M 811 2
I °51.450.01 5752 1050018t05F 13L,+1.30055W.35- ."
Owft). M " 61
1 .4 n4 0 5 1 .5 .8 0 E .17
7 1 1 .4v M W4.4
o0 4 5 5 5 5 2
InaO--L -f Ulm Mlht 4: t
o-P S.c 05518554*5•,dll 48 5880
¢onpwstg 146 * F. 51.1.5r ÷T50. __o*__
511.5 005 Sasl 54* 85 418In,81.* 255 5 AT 510 . n O. M .50
I- I50.0u55005450* - 85
4-V-I D+ F10L.1r5.T00R.5 149 50.191E 8 1.515 ldi"2 148
1.M I4AD 0.4T 1 O E•k.V -25 IM
odd ~ ~ ~ ~ ~ ~ ~ ~ ~~~-0 IM.,15 404105150 104Iml5* 85 S5
Pam 33 O
Page 45
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 42 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
L-w•ogitudinT¶ R.. Design L.dds
5 1 0 ~ 302 5 3A45.ldW F0.s5. Lad InP64n olt Lood. T- - III- M4
T- - - ra P1(.) VIM dd
SA Th-I04410d44 454l (4) F0um (4) Wood I04411 oa R.Mfos0-soMnt DnlgnC.rabhd. Cond(l0ln 4Idp 4 1i) (" I f M he C40nl....-
•-r .na 1461 11h.110 021dM. 202 II0241.044461461ft 210 ftoo11.04 I,4 M___
21.4 0 F ÷L WH +To P. RO•.dft 0 G1.04 . 210 .001
MC•Comma1l Eal4o~ 11.5-444G1*514 -201 14041.0po411*14 2163 01L1418R. ___E10m0 0. .1 144
604104D 4 0 1 1446igTh..rr.4 133 10L
•d• 14.n 445.1.00 ÷ 105F 5.3L OImO 1.34÷.413rC2"44 G",4r0 I4 -IN4
4 44311.1h1 Gnao -so 1.
M134T461n w Faas Then 04.41. 535 2arfpwldnd. 1156 1.04,1 0414.t3L 1W L1 1.W12T
110n1* 41kdngThemla0m~l 534 130
M041141 1E*J 111.0 G 5 -404 145I410 14D 41.4T041. M0
h 174 14D - 1.F ÷1.7 - 1-- 4
*175 1D +1.4To ÷.7F ÷.
EOf -,M5 254
loMalM t D4.•-ThWm-l GEd-lt -311 356
C i -630 1.044 *1 - Ej1.4D - 14T1 - 1.IT - 0.0 2
004r1 1•4 Q3I93
¶14 OSTI.lf.sS ,41 14-2. "nl41104G41l04r1 61 042
ýv pol~ 4--W3.ft In F GhýT+n+
NOd 15 1.4D ÷G aI. 1 1.7h I23
E1-M 1 ý004104 04.02. -W3 e26604x M34404 .1 35851D11..10H'4Td*4 ¶11E4
0210441 0404 104040414410I.404-10W432
Page 46
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 43 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
T 4l831264 3h8 o D.dgs LdA.W. -d.W. ... tf- .... wNo' iiL~ I, R24noo nt.4 Tms830 339.1 )
F2r0 Thorn.) 11*4* (in3(lft3)Ij C,8844339481 Cooomoon Oae• t cnn) 843.0 ~orp~n24on 0ot.o• 0..4l•
033x Tfl3.1 3.2 Ehal 1331124 Ora8m 101 39¢mnm161d0 2o99 D .F.*L.W.' -T3.0E,•
-3hM Ta 13 ft) 33*0.8 184 .39,
Mxhsl3,00. I -.24 48
IM D+F÷-÷ r T- fto•E
M3083l4'43.19 2088 DO•F+•LO3E" OTUO 00.3•E
4139.91113.T114*n3 I1 52
I-_- "r--M • 12s24n3u23.3T4060 14r019100140010
3V.=1w ,X .3I23 - -2t hkdng3rv 33. 0 -InM3*4T1911n4424 000.3 la~n 401 12
inT.3odn91 3 1. 0t.05F .3L ÷ 1.3 8 .1•3W 2T431148. "n23.112 tall 408 192
0a -C-T-ftý a81 3 g 3 1AOOI 14T0 *I.F O .I4
En1,. 12Tm 33al -41 .w4
39 EOOIV3.hee . 5 218S •llmdn 3 1.40*1.4T " . ÷0.l1F 211
had g 133fn0 ta la, lW t 31 3 04
o Tl.Wnf a l .. 122 504301W4*.92wl 3 1,42÷1,4T2*1o 34 -÷U1.W .189.25
344.641 1-1-T 1 .03.4•10.4 1.1FV0.33 233 044(3 8 • 12)
341641I 2441.-T. -- 1,4001.4T0l.lF÷.0241 133 0,31({85 12)
338.01 3-1-T -. . .-. 1,4301.4To.*I.TF00,93 148 021 (92012)
3,me 3,6-1 84--T 1, ... l4C0I14To.*I.TF,0 .gt 148 0.31 (18 0 2)
332.4.1 8-l-T .. . 1.400 1ATo.l.F+003 348 0.231(40012)
048-21 0-*T 1E.4114TTI.TF834014a 01 {94.312
88 I 221 l200÷1.4To 0.lF * .3942130 4w0g l53oM Gtmllt 131 .481
MOO 2833 13 2422309 13T.21• 034*F04 823 1
90 0200*1 11mn 3303 21 -002
392 0.OLOI~lOM30 ___
83 4304~~~Ek.131.130 4 .2
- in~,3*4.,e1f110.8 S 39
6.-Q42 30,4 400 1 .2
Page 47
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 44 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
j E 8 Loads Tsaasws Wow. Dasi6n Loads
As I Laid an4 FkIaw Loads t 1sP60 Loads moagaadi6 6a ln M
Mno6Tdn M ,-k6,6 7•s6606.6163
J.~. LawThaa 6 adld -dg ad. Rs6s ) w 00 M Load m56f P~w.Oh-
marelS Gnd, 47 -1059
(kip. I fA),•14 I •Q O.1I, 0061____W.fI ". m ffn -I451id s 5' -6 13
E -Q6 1 G16M6 V v1.d4 2 -1166
I .4274.6. -16 11W4T
51ntI ThEmft 6rad6 4- -1'65
666.5. ElQ 1166.1F61661.03 4521 -1l064InV. l0 -T • G1ld3n1 4662 -1O
6ao 661 - . Et.Q 116 14 4 -196
(66 1 64 , 4wm,)n 6.61,0-161 l 66.,6 -162 -166
k6013.66 -1. -185
oass" Mwooarswil 4285 DF+ L - U-r tkTa 591*F~a166466865 I10 .066
wa o sapso F-- -..
Ml•Telo w•mme• • 1.660 1.6SF) 61..l. ÷ 1.l3 llW* 12T3____
16.S16. 0' 41a
4Ef• 116 lwI 66.4. WA W6A
D--iK. -Im&Me (a)11
,NOl w 53414h15 170.66 M150 56 IN2~~I-C-K T. -~f EA00 44 1.6.
U
pae 6 f
Page 48
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 45 of 192
Table 3H.6-7: Results of UHS/RSW Pump House Concrete Wall Design (Continued)
1 E nwfL1w O40•.dit 1O A5llFt (4) M owl o48 Mm5 M44bnIa Mbf L.~.ftM
.1trot Tad .04 P1.890 "Lald. 10.p.0.4m.at 304 .1312
M I- - 1.4 - LIT4 - O.4
mmn tl , 10am mnet n0 -
8n•C¢oowl36 EnSl a• "hE . Onda -412 -142am 20 0+F.L÷ 1fTSRD.E"
warm woek. ThaQ4r 5 in
mor~r• hEkdmD 11i.m 4~d - -i3
1-v-I. D÷ F÷ L8TIM.RoI I M. I IUa lwrm.90 0504• Thllm Onr t 23 3
m.0446n 56 onF. L*54832
U• Mono• tOa 9.680n1 10.10$ 0mdt4 .4 -404
4OIIpmSI@It 4 •1.11$ Oadeiln -2 -1141
4323.T401,4 E~c<lglbThldGdI 543 2
40419 24 1000 0,1.S÷.3L ÷3110IZ*t.W. 12T ___r_
m141.01 hIS3 "nher36 GQd t 812 53
arsa• 2032 0 F.÷L . H+T8 ÷ 24412r360-.4 01"2
*; 6 {u~• VM9OMd 311543 2-V-c OO F÷ LOI HtT.. 04 134 5
- hm.eadn EE 4,S.TD aF ÷ 0÷ H" 42 -- 33-9
90 b.30 lShI15, 41 A10M
Mb 1310814.90 E,244*31 "nlOrO n 06 8 .114 -ISetnarrmg.4 4210 D ÷F.L÷ .rTI . .E"
nd1T~ G51~, 9514 0.1 lalt -115 o154
kinTld~ 3. .1*Ea 11.1,00 "1 68.l rl4, 583 058019 20123 no1.00D1.5 ÷I3L * 1.3H 130.3120*I
1151 Ii al "fl.m0 l 6 Orm 844 0
830r• 2E33 D ÷ ÷L l -rTI÷ -253081414~ 0..0009
fl10110 a• MS011r 0, -3 5
-:rl~~ hrh 524211÷ F6L0I9÷T2 190 INI
U 40.09 05nd 10 S S.l9 -23 -3130
055241690ý t 11-14 498 390
Paive 37of 6
Page 49
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 46 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
A n 10 98 44 44 0 - 4 8 e o . h..Ig L. f ý - I e
Le Lwi Th.-O . rac9l d L8 dng A (.' In8'tw4 Tlnn I. ." 0 T-n - 81,-"'
a. • ¢,W"I ft) MO•"Ip tM CSmh=e (.•Op6 ý)Le,(.ý n
4ncýf1 Easla fl M.4 -1013
O•h
D4F L48244T0 a .1483
-c~ 424a830T.OG.r1 a3 -ISO
U,014 F.F.L,4HTTa.tE.nonGa bl24 Se4 O .F ÷24 Gas 0T5 .2158-E
.948.4d .aG,4T48r11 GmaS .21 .2458
0549 520 .PL.47T..Ge
En -- 4 2434 D÷F 34L84.24 TiS -492 a
U. 3o418E22angfl"€444 Goa 487 -1so
2401*14 24.34 D÷F ÷L,4r TU ..<E"rnam 9.24r83wt IV4 0 M1 D a
0+ N3'- 24 F-L.R.T4 U, IN
w4.GF 02T 0 400
23igi n.17 D.F÷L*.4 Ta..f•4;=e 4448am 1• 0934. 0345 -2l4 -4 .524
C - - -- u_ _~___ _ _ __M__- -IN4
oR.umrd v NU 1.41 IAT4 ..71
444.4.~.ýý -N I'S+4.a 49, 0 2
0-04 1.844 05M. . 0~5 77
ZEN "rl11124 G1.T 1 M14IT.1444~148 0~n2•40 45_ 1 40.40 152 M12
ixMm 339)o O-F÷LIT+Ta*R-
EAvMMO
Page 50
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 47 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
T.m.w.5 Sh-.8 0.80 L-ft
N~~~Rbfrmm Emle AX of i44 h LetLnldW -m
- 1•L0E 01442,T44
VPl.7 Dd F Lp-r5T-
401in44,44 E 11.,7 8441 a11 -17
-. v F* *1 T+7 110188 144811'all294 1.4 + .4T.+15 .15 .8'
Efl.W 54.d, a
hfl,8, U.r n484l 816l : 7412
xthdm.1140,u. 84 41M
.nrn• man 82414 FLRT.4____ Wk, lrrn rn -9 IS
tt..24,l~l 52414 0.74. FL H'TI *R9 ______E.dUk flowdO.. 670 WA w
8 (i• Tl-n•lQ T• -z I =
0 h~lDsfl..mh+ *Tt 482 .14Itdkl 4a'0..n 1214
M44,8 a .. ,I~a 49l. "1'1W 1708 5409wl .14 113
MM8181 W10 asg ÷F .L+R ,"+5' _I __._E-qtd Th-.I w IM42
l90h.10.md~m~t I 1424
014Tml 744 F.,g5l1.n1 TI 1.4.l4l 3851 11354109 2327 1.4 1.4To*1O.l7* 0S3
Anied.413* 108114 04. 354 .135
MV 1t.4T,8 1.71 ÷ M -" T4 341I
0 I.-0147 .11nGl____
-M Th.0110r,4l 54 818
4 Itallim 2 1+40 ÷I.TO 1.7,02 EnxS÷ 0.lows 01.4.0
-42,-a-Gn• Z2 T
enM39
Page 51
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 48 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
j T .I..wn SIi.W..lgfl Dsg4.
AWnI an FkXm 13443 Itno Shoo Loads L T -a1 Shoar M
toed Thamnii Onadiat Lading (4) Feu (4) Load 3i- { re m Law T - n-.81 (bifti)~~~C-birnaJon C knR~n •pl) •i • cornv~natin shi ý aldln P."fx¢ .e De sign
~~M II I AT.b40O Con443
33n..c~n01- 2441 1---.4D.To1.M 1.06
-al V oaa ald n, T 2*r 33 San
"oo""onanonn Ea- Thnnal M•ddant -114 w
-~. 41-4T nto -341 704
I-Vt W -A IThF-l F I•IIn 417 23
d)30114 3243an 0.FnL413Ia1.
I/'~con- ko oo
3.14. - 9 IM
Th.*Wft 1 0an l 413 142
Mo• C42142.n • E*1O xa hnrO u~et -242 43443.316*ll 2424 1.4Dn1.4To÷17nIFn+ 0gH
34c42 3.5433*4hm .433 -73
3,. .o1.01 310h II "n3n 0 G .11 -244 1418,o~smn31040 252 14.4 1.TO * I.TF54 ___.__
441r24.0.1 .n "mm Gra cd.r -a 44
EafN 40 off
Page 52
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 49 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
-Reifrowcment Provided Rem kS-
T8 Al.,o .d1 ( (Oý D.-e0.,• ~ ~ ~ CM z o- 11 01GMdt .lnAr (4dI) Flare I M Loftl.. npme(s nlR Lombndo
WI'n00- mar3 0'l-n
blO~sOdSMnd.3 N571 I6M
3IV-Id M4.5 1IR8
-- VP- IM I5,. E-1D1wM 1n.m 0 1f.ar..g.l41 35F62 (40.1"4T3*( 7G7 .0n4729
- Ibos1sel 5401510 3501135•411.ST * 1- -02T3
05~~6indd- .1"0 14w4017.4
-D- - -50m- -tr 117Gol~odg m0 1.4D ÷A 1.4T( ý
Mnmrethb E hie lll grl(r. t o15" (7
(tsp1ý 210 1.F .4To .7 7 +
4nETMridMn 5 -10 0
¢xmi(66Wn5 2352 0- F- L- H*7-TI-Ro
35r40 -d•1 Them81GrBd -472 (11
7trl 388-8) F-Vt - - 0.F.LnI(lTa. 5a05 17411(044
-- bsI IMg.8i E i(W~lg6 35ali 33 D÷ F. L.WHTa. Oo."
, Mnx MoomosO 84040, ((i QfSS -354 ((54
-ý - 0•~~~E f Minan I-lht .20 17
35) MnxTye.m4 n- Etxcrdro Theme1• 05.4 277 (255
52 05il040n0 1235 D+F_ L* __T_. RO__
-ndud3 nlmn 0'S-Snt 354 1032
6a Co'w'40"• ESduo ((rid 05w -335 355. ' 234 D+FO LOOH&Th+ 0.7"
Pam k~or Datem 0'S-r -,38 -140
8-V-- 0F.L-T*. (74 (074Mn MoeS w Erfr• (tart ta' 86 2336
0l(14g i 4267 2 FL,15,HT* a , I E"
-nhfldrl "nfla rWQ l 86 2186
I-H-T -8F (07 -r 8 t m45 " 84 0.11("3012)
051-86 2-04-5 C - 8~ .~•r04T•qE (40 0.31(•5012)
05:-86 447T -÷F.45.,rTA (35 0.31(3015
058 - -44 - 3f.4.I.Th'TIRo. " 1(8 0.31(350(2)
Pam 4 o
Page 53
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 50 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
£ , S - ... ... . .1n8 no......48n L.dI- b $..nr, w D..ign La.-
jCanbldn.l Condl kion Io8ft) " I4 M COMMn8134838M RM15.Id I L38 D. 5lI gn
MT -.- 5.. 114 T eat 227 -331
0m'rlmp~~~nd-wf 252 2A 141+ .1 0
ilddln Ek mll Gýl~ 21 M 7
•lh~~dbl- OTh-L - - ft 3.12lt -25 .12
_3ff88.dnnO "g ___ ___G__ 12 _18
FJTd• 11,- ' Gm• w- .1
i94 0•17 .,1nD÷ F LahsT 8 .5E
kaat G3 t -UT -1
34~85 • "n' -X7 811M -
D-Fcannas-s. -m -m
1EaWt Than elt 18 -t143
5n 8 O L-aft k kflm ttnt 142 48
8si ConEa WA9 - -25-t,.t8.ta aro" SmldlltSO3 -34 -31,•
E 4 00• 1 4 17.n l i -etis 7 I M -11(a)
I'mhOmF-L-T-f52 MA WA
hbMaXMl, nl~t wl 3889 D+F.C..÷H TO tt En8la 359431 24 11
IA.. T.• all,. lantenn tad.. 825 -381fll98Vattg 4 140.1474.177.1741
w . . 1887 140n÷1,4To*10.1F 7n0.
Enalta1s . -m• z48 -43
-i 8/•am 187 D . FIL . l " +T8 t* R___*__
-nln "UlantU Gant 25 .1013
i• wie 5187 O .F.•Ln* " ÷Tan tt ______
hor-t 177 D 8F8÷L31'r 12 478 "•
EMtttg~nntNt•i WA 14
tn--na 511 n~nnllT~nt• . n nTh ann -484 1714
MnM • S//Ext-SO Sltntn 85.58 NA NWA
~atNndnt157 Thm53 .n48tn .4 1714
PaM420LM
Page 54
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 51 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
AAM4 &M4 Fal. Loa. lr98. ft ta. Lowgxdh..
Zjg jd S 00. 4(JdM~ 00080345.0.4hl9 Aid814) Feu14 1 LOK 1•ll (Ilia/I•) caao.P-idd Cot=lnll RR• n Ill
Mn T..-l E G dl WS adho isI -0I7
081 9 llluE•"'• n 79 -7
,C. 105+* c~• Tm•Gr0. l1 -
haal 10.4T0 0813F10) 404Eds 1.41- .M., -0. -.7
000 kTomW lUl. 0 241) 1.4l+ 1.7F I,6L * 370 -150
oa.1g 1.5 540547r,170.0J0-.Q -hI W -IA - -101 -I58
0054 CMW05-1X-8l E117 0 1e5d 4 9l -0 -412081.00r50r 109M 1.4 * 1.4TolF.03
40.81hdql9Therma056lW11 -313 -053M~o~w~94, ý54005V -l O OI k001555
M m.D +9 1 1.7L ÷ 1.7H - 1.7 W -
wI w..oil 1|M3 1 .40+17. 1194F * 00i3
)MO TiMm Ft E-mes30 0 o a -.o oln08r 223 oos* 0gT la 40l7047700 ___0.__
2235 ~1.4)D AT.4T + .TF w
MMO58WO E 19011 5.a0•d -173 -271
71-14. -D___ F 07L.0H" .T00÷ 99 13.5
MO ~ft~1 r 54.1V5L.701W E19tle ~m rldeae I•S -0O0
Mix mnll tdh 229 1451 1.F 51e0.÷ 1.1 41.7
ta. 0m0.. 49322 ..D÷14o* .F÷0g
Mn.T ,wl 0. 8 "508505 05*-i 217 .74
mo81081 Ind9 The5I0u 1 5radl 4 217 -320
232 06D67MFE L54*r 8T584 4R0 40
r014t a•r go .s,30r9d -• 55Vlrl~~~~~-r -Tlt 112M1VA **L H*IR•
E*f2l 32.4.3 21 408
T a r -1=
Page 55
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 52 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
1~~w* I flwnfw.,. 888.. D.4gn d84
A. W wod FIsexr. L2.4. 1.n-P4mew82 Lsft L4848udtsl T - Saw Desin Loe_P, r bT-Is, d P..s flw k(4)hlm (M5)) .d001MLs Tnl _m showm I." OinM)S ..Po.ide IoRo•nolmll Pr88)d.4 8R8)48k
LsdTh-[~ Odb.en LOU Axhd R(l) FsIuM De osOni gLpastew, tcod• 01" 111 n")s1Is C bk, od
Iiulwwo .11,n E-dM WA •In.
Mx5 ) 5 24178 1IaD .06 "• * 1.38 * 5-3W 121"8
On 1104* 3 n 1oI I
-lo -Un 1•m 3 -rdr• 3 -IAn2-V-I. - - 0.F.L.V.Ta,"n8.21 88 8.28 -1 M15)
5484 85.888.481 ~~~E.,Oa*.v l 888 .1 18
Sd)Z•II 311a 3 G -114 .M
54.5T78on ) Egx hrn58 05.283C~~l 303 -278w,.84o 2487 D ÷F ÷CLa :f,÷Ta.4R8.C•
tnofrg 158.1ra8Ge3 381 -834
M ax E,458
15a08D1d 440.8 .284T .÷ 237'E.8 8 -4O8 M45 4
ass D-L-- Flvo "5usd ` 83 -14Ms
ww.ua1ýd.ur -283 .4M s4 3818 D0 F. .L.01. T7-8.48.
812851 Th. 0-1 .4.t -14 .2574
0,4 88s 2, 8 1.14D 18.4 I 1M.035rn1-nMrt 095,2d,8 17.84 GIA- 11 110
4-VA t ass 1.-D 0 1.7 -1.M. I M.72 I4V.07
a ss - rml MlA1 usd.F . n 8 1. H a
15
hl~,8008. 3 4*s a
ftmn"OE
Page 56
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 53 of 192
Table 3H.6-7:- Results of UHSIRSW Pump House Concrete Wall Design (Continued)
ftm 45 of 6
Page 57
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 54 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
1434 CI-11-7094.2 L447974
m M...~ M Lo4'9" (7777 ad ?I"It6 T- -76)0
Zw77m5884 Z.,14 R3877W89ýýIg
C...fl1 nAIg I40M774h7757r4
W--llp--V 2219 AT.D + .4T I .-F •lmoia 38~n0T~nd • e7 4
• c~um•Em~gn 708797 00. .l4 1388973860104lr 2221 D ÷FL.I. H"÷T..÷Ro.CE
7171 • .-171 -MIn54"14.1 D÷ ÷ F- -T÷-%RoýE
724lmld1 2219 1.40+*177F 171.+L774.77.1 ÷ 1.7W ______
944n 73•14 384 1777
44890 W. 2278 1.40 1.4To.177 O.
•l•~ ~ ~ ~ ~ .kf 4.•OO _n15 M .5 1• .H*IW .
004.0 E- m4 044.4 -74 -48
6-H-L DF÷EL7**717H8I1T4,4R0o38 E"
970,61nd77 I=741 ÷ 471T-189
-7 - W+ 40 7738r74 044.73 -20 1241
747 0 9 0 1"r17 7 .21Gr" - 1- 3
91 04* 0 t.4D 1.4TO 1.Tg 0 0033 1
wI. 1w 0 77 0 F ,L .7 T. -R . ____3- 9E..7t l 0 4n 1 .72
233O 1.4 1.7.8 1,33 -in 74
7-I- I.00.. H"W I+T. .. M.'M.-1,
W,314dr477 0+ Ge+L+ 70 IM
i 4778710140 M 2329 D14F.7L40r7T77,R3
o0 • 520 1.4 ÷ .04F 718,3÷ 1004.31. -I0T3
897.17.p7kg 22701 .•)÷I• 14+173L 1.77÷1.W ÷ ____ __7789.87,7 i10* Thellt r79707t -17 S
7-77I. ___ ____ D÷F÷ L.7H"Ta.0+R 75 3.3
97.496278747 0,7,0 7747n19 7148 31 716254778901t 6d 5233 740÷1A÷0*7770T717 _____E
-dl 71077n38 7144.0÷F÷647 948R
EaM'Mf
Page 58
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 55 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
-'Ao a gf8fD gLd T - 247.24 D.lg L .oas
0.65(.244) 0887 spf i~ tp5 t n) 242024. 04848840.7 o,7d 0.84 8 n
EF1.- "437 bnt 407 724
4077 f2l• 74.4D 1.4To.77 7 038•cL-d 1 w. MOI9 -.W 4-40 3• -1
l.0 1 1,4D .. 47 I.- . 11F 7 0 -
774184 040.0 Th740n407M qK -• 412
9_HL D ÷F +L K H T. a•E
5427077.78 048. In 724-23 1.40÷141.1o 701 7
2,83omm m-24-40 1.d0184 .247 744.
m 1.4t)r 1.4T, 1IF ÷0 1
483 0405087.4.1 070777.rflI .48 I5N
D4.0 L77 54 .If. .7.
70-HA-. -D___F_047L÷7" ÷T 77 2R- 18
E7Ad- nl.7d0.. n 701 1141
040.408 78.7r781 G-a 771 174757.02470 l77.73 248404 4 877
.52 (, / 48440)lm • 44.ag 2577 10.0. 1247.F 21.3L .1.347÷ InW . ____T__
24r7787 m4,. 11m 24r8.7 424 754
4078247.740 2577 1.40 14T708 ,77 ÷047
0.440qhr824 Is. .178 75E=kftl~ "1I•d ml~ -In 18
748.e7o640d4 2 5 1.47 1.4T,1 2 1.11F M057 5
momr 0477 T1vrn4 00 57 724
M,71d47 78,778 247 7 WA
I8.007508t r 1780
2.-v-. D-.F÷L.FI.Ta .0 8 388E-dMll•g • Grll 137 1517
583 M~mr .~ =02 1407 47 1 74T 1.050 ÷g d07 H
44847 77.148 408488 14 I0a
M48 18377•.4*70 28177/4 7 ~ ,0 7 088747n7447/• 2415 1.40,741.4To771.037F 01 8404747777771 08484 42 W77
EmpLff
Page 59
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 56 of 192
Table 3H.6-7: Results of UHS/RSW Pump House Concrete Wall Design (Continued)
i Trhe - T - Sh-r(MI P,.M f ý PMd R 1
4 48Then448 4n12346 L414.4 . d414 4 o • ( 4 1 ~ 1091666Is (trlt ft) 4*41*d T4.n446.(3.414in.44
ýh"' Fn nw PAM" L-6 T-6h-M ".N
6 41 1 CMwa .4 CondftMidf .I eon 64 Cm64sa., n .,40a,.o4 0469d l DM
Ma. Tati .4E.4614v4640 M3 I=-• •, W~UQrGl d464 r 233 44465171 D-L-F + L ÷*ý Mf I=a* • "
M. c l 3,,. " i -,m M o
mor~rt Imkft T-1.r•,
10M46*010
3-V-a
S 4235 O.F.L÷4r÷Ta*R.
Itd•llli• 4235 0040FL ÷4',T3 ÷I. _____ __"
Msn 34nT Ef~a1443 Or t 10S 4,6
(Irrv) :El'L-O0••
34466- 1.•o44411a544 404 .1-w
moV m - D Gr-TB 01. ...
=•ipricl •7 IAT,÷÷P TI. ÷ OME
momn 46•Q12. I 1
6ý100 -- 4 v 0.31(0612
46Mni bi 5T 0.31t *M 2142
46 46¢nl.4646 *4 0 1.40 +.4TO+ .VU 04.41
Mn 03-10 6-.-T 4 ,44.4.÷444¥4 O Oill-313 012
Sin-144044.4 0231 L044i"5T4.04" 4d .n1144 4442
SI -101 3-H-T OFa..6r0.T' _ 0.11 (_3 _12
4146-101 4-4-V .- .0VI.-F 47.h ÷If04' 82 0.14(230129
4HJ14614 2-44-T 0..4V.LH*Trr4• 144 44t 1468129
46.8-101 6-44-V t ... .4 4Vt .I4T 7 .F044 154 0.31(46042)
Page 60
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 57 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
Lý .1gtie bdfsan W-d~ Lofoadsj3~~~Pd- Trsws.ss..lswMd
i-Csmhlnitlon Cosdisss (74,s fit 0A•lp fl4) Conbinfli, 11a Coibn7 on 4dd5isst 7kl
L~~I~dd IMtI- I IqwMT-
MoxToids' .7 E•<id Thgmwii 533 531 187
-a W 1 lTh - Iiniri 525 253
com ecing 7536 1.050. 1 +1 . 1.37 -7 30. 7 . i.27s _3_ 1.
85.5315O 17Wiid 0556 -743 412
115, Tarse- 411
is.435705i5 M714 ?9 i1S 10374W153 78O3 i• 7551.7 5F ~ 73 $ * I .0. 1 . w
MnCai~ssfn 85*gr smi Qtsi es~ -558 55Wmpsflig 7738 1.5. 7s1*i5F Z1.3 13.' L II' T. f
'W DF.• .n T.' .57 93$
Miio Mnlenwial 771 is+F+L÷H*is÷aWE 55o5•'5441 2
M• ko185 wre .01073÷ -50 T533 •E
-.. .Wi 412
Ek8.1 a's 0r545 153
S~~~~~E- is-935 sD5552 .5
2- D F3 L . MIG O
77q7,5sw5T5s5G 453 r75
11•• 77 D ÷F L W ~ T, ftD,•
Cn4, Tw G -E- 75
7755-ft 20L i.TsRn.
55i~is 7557 .F-.Ln7,..l54
hoi.- 785sf 11W- 4 34 25
iism~iiig 7551 1.550 + 5.5FI 1.3, 7 1.3H* 1.3W.' I.2Ts
E isindt• 4 154WixI~siitsWi 1153 15.70 51 + . 5 ÷.Li 551.7H.3W3.27 I___T_
1 7153 1.0.•) .q5F ...- 42 IW4
hk i5 05w45 4
AMa
Page 61
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 58 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
- -T- ...... ,n--i
8 .56473 T E/adl ad . 84L7.4I6 0e iner L47n L4r.enAxial 4774 F4472772 Lamb4 1.4 ft07-7717 Longboll_________ T - Mo. ."
C-lafa CmhV704o. Tm.,...~ 6778.7t sm.7 R0447,7 P70744 g.
jiR IML7T7747 777*4 l77 7246 SUta (4 =St )ka 'R {ntf odTm~rm8l S il
46.nl0Stnl .7477 D+F-L,7'+Ta- R2t" -mm m• ,dm Them 72.74.4 -370 772
Ea*af - 4a2ak8
4772s4 71.172Gr77 447 M72
M• cnx ie 7417 D +F *k L - TI .-ý "
-~ m .X -I I- k f
4772.474T7477 4 -,7740 -24 272
Max T7e'i4 w/ Exdu-.9 Thennd 724247t 542 257
147 7757 172.0 ÷1.F ÷6+ 1.3* 172+-1 I0W+127*r
l•armE.AxnM OIal t -774 72772715. D 72F.LH T
1-V-. D 0.F.L. .T.I E 7 1 W
*,- 7,47. .e7a E.4o25s "77h777 Q.eWt 72 447
-T-. 4771Sl4 .740714 70*4*7 447In2744472 75 170 n27174+72+735.727 _20 ____1
07084 B74l77 7The 72* -238 477
j.. 58047 25 07L7+4 72.2en 4n0472b Th47l4d 7227 670l 177
Ma.7772o.n
477 0.404r4 177r77 72 t -2 17I
46 46777*74tda 7257 0 F. L÷+1774 72.E"
- C447463.7. Exu.2 S6 r 7777730775 67 72147.,g 7727 D0 F÷L77777T40 72.E
3-V- ,g 727 F+LL7*77.7+÷72.2 ____E_070 6/nm*1• 46U7n 2 4 -7r24 3 72
47 mComr... 5.40474T77447247447 -46 a.
67.5.v747 776 xiLa.-ai7..4677470~.. iiiaaxa77722* - M5 6
7-V-C ~ ~ ~E-a - .74.777. 2. 6 47
47447777.477077 77727.4 7 2-277747 77I ++,77.7.
!,a~ ý 44 n~
-4.bfltt V 7747772 2*4 -7 S
747*744472 774 7FL+77. 2. ___
14778.7. 04,74 77.73872* -7f72
Ew1:141Lfi'
Page 62
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 59 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
112 752...... 80. D 0"ign Lao"
-- LP-Motd RWI,- Pr~ded Rlmat
0• L. Th...It Onllm LO~dk A•11441 F-aul L4) load Fth•f ý10,•aen ~sg-Th-CnAMi (MR Ff4 L+I C-ftk504 80S7. LO.8. 00j~~~~~~~~Op I It "' ' 0.)t 44 (J6
* 8rpwl 71061 O.F.L. H7.Ts.. ____"
112r h16s 17Sf 1407 177
I/a C~I•,III• wE.aba5...l "n 04=.l .Idl 1474 172
won 0ec 72)2 0F*L÷ lr *TRo.E'
•o[1 o h.1550.0 .1508 775* I *RD -E
-- 4Mw( • 4.f 5,430u1119 7h86l 50.5.8 -73 31
IlTý ýd E hM d Grlat w I04
___ __ __ __ .•.I. 437.1-50-T710.11
(06 12)
MnnTdo.7 E g 10.8 54.5 4253 167
508400w5 1100118 0186.7t 235 15
Ma66503886 wir 7673 0.*F'*L+*ifT.r 80*R .C
7003718 4F÷ThU11r86T1 -420.71
O&8641186 08~3 -IM 38
E.-0*8•71n1750F k6"T7F- 382
106,5.8=t1,. ) 0-10612-11. .÷FL64" ÷T 37o'50
821861glt wlt 7501 0+F÷CLlrSH R0T 2 ______"
=~I D "rm• GdKn -MZ•
C 04865t•1 1731l8601 4ink I0S 258
50 A 174~ 0.F.L+1I.TS.00o.E
aI• 04405•m~ 071•4 1T17E45
kd 0.4= - ~ 557.
8 1 164 0.F.1+- T 0.- 0 - ý G ý .
-~~o~ IIIhl-684= -1500 M5
3881. . . 00.2 E____0714 682 -88 45
PAM 51o~f 6
Page 63
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 60 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
1 1 -- 5I5. USDla LOWS
O..[Wd~l A315 O*. F.W WI s÷ MrT O-
M, 3-555.74 "M.. L , 4-5. 57 141
*Ix~~-FL U-t M 9MF•• 1m Ga,• •4 2
conapndb 770 D-F* L-W-T-Ro , 2 -M_..M I o•.3• E.,*q7 17m, Greta 53 433
710 d~ 7"375 . . . . 70772T7+ R+•
ff1.7dn 4 9 7 F÷L " i.R ,,dxbr•T m•G i•r 538 14
k~~tx • W F.AýVd~ .11•G l 21M0 215
,..Cor E35 "nnd S.t -244 233
-o- -t ElA Q5 -I4 I I3
• • Thv - ý -1IM 40
w7..pw.*s4 7537 D÷F.÷L.H"÷ T E M Q
awl 45,7575." 555073 • 3 35
L~ oom. 74 77'n77 Sa• -453 353
Me• D-÷F÷L- ~"÷T, ÷ f t•
ha Mm~0• 1hw1 Sn t 117 1.
Oon1.qwdS 7352 D .V ÷L.5."7Ta÷ •.54"
a hnes~*.v 73a -21311 233
3 .5nJul•*."44 350 0..L T .-..5 147
H~~hAýQt- 0.M (1. 1
I5T IS
&a09 2 of
Page 64
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 61 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
-,i l11•v T38338881"n 831881,8.81814l -.
88885043,,84 8 mDIWn LONd8
1AX2 -d k*n Fh ÷Lf 7r'r *TheRD31483883883883 T..a.8. 8M-8
88* R4 848 3L8 H-T3D÷Ro 871-1he-.
p,,,34.'al 50ire 1168o ÷*FP 88÷3Ir • T.318 "0
8I.1Moment Ea8 14.384F L 48H148 -52•
dI 0 3152 O.F.L.)4.8 LOW 5 4 _ _ 4611
ha18ý 133.318 8*.24./ 138 -
mC-w . Er4.81thr 5.88 -8 -4
IV D ÷F ÷L -h"•T- o'Er8P * i248"n1 O8FL.n ntT.. 0-14o. nt - O.FL.W,1U. 50.-224 832
Eftl.ln Th8n338l G5• 181 -178
• lktm OrD•-r -17S
I/4•X ~ ~ ~ k~ M~lm .1. • L F+TI O
Os. No0 " •
raomE.•f -Ma, Xhm 1
w.1.hrGa *48 48-
IE.r 133.8 S r -18 -34
lT- lllm I-,' 112.8 D78F338 438T5 483 .3
0,' h052* E133331 8*3t -48 -1384.3388or083 34l118 0.*F eL.8 3*'+ , 58.4•E
m "13-338 t -121 -In
Itl E31d.08 24-8 ________Gradient____-27 -1803+. 5. 2
II.ý 8088888
* 88 3.3om38t 53Mb 84818 tl• -n -37
i 8834, ~__ __11.20,_______0
h,,T838-.)S3 18 -18
8..C731.8 E248111338 M1 . -138 -708~~- - M E8T8pW8. 52 .. L0..+5
- 1..P.."881384 0413 124 -
343-I ~~ ~.. - 1087T85~ 8 3242 14L1483
4815840 -35
Efb81 808.58.2ft8 -5
Page 65
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 62 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
TI1.1.an. 911... D.1g+ 13.1
..... _ ftgm P_
kll I { T1 r+ . heer .49
(n.1
fta-
16C.13,9. +1491 (9.r 94914 c n4+C9111rl941
n • r Oosgn
P.ft Madxf Th•,M L.. (MWg Ih •I 2
-nd1Tfa ll,.l 304t 30 -2a
9111.111.43+9 45D 14 I1F+.7L 1ThI ÷ .W
=7 D--V-L-
433 3Merest w..ft Ea l7 -33
tm1ol h431 1
n11Th+143.8d9+1 9 -34
M9 Mmen 3a E143,91n 11 3 03043 -23 -91
O111110630d4• 33• 7 D÷F ÷L+11+ T.+ 6+Ro0
911
alaCln a -3792+ Tem1.In, I EJ~dgll"n,.4 -•lml a9 -19
91x11 791 O+F+L+I+1+ 90T+0oE
ucaw..4. -Ea6,Th.nl,43dE -a, a921+ 049 a 1.40+÷1.7+1 *7L ÷+1114 + .1
=• •v-L FL- -v 1Mj• M0Mm• ¢•Ed+9111.ma4 3+t -11 a
- 931 809 137 3+F+I.+11+Tt+ 90-1+ 0
= 1916 "n1I11.1114d3.1 I11 -42
2 V9 3H.-19 -
O0 19193ad9n9 33 53 O+F+L+Il+7÷Ta÷91+0
gloat hna gmer•.md -M .4
1191T219911n Ew31,911Th11711 1 3-*diV 2 -41
- 739 w D1F÷L-r ÷T1÷ R,-44
9b+T1m1t 1.1h E+43.*9111 "n 11.9 3 41
9111.1• 192 119 739 0+F+ L+I1+÷Ta ÷R+-
5-V-I D- O+FL-lT.+900 w M129
119+ Ma.ld .1 OF W T - E91.l43091 9911,039844v 23+ + 9+
M09. 9339+411211 394111 4
EiM 54 f 6
Page 66
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 63 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
3~~. j ttfIIftanIý ohm Los"___ Tutta M
P1- u Tr uaunuou. u•n OTM'T'~L.d Thnný ýýlm L-taer AxWal Fkxuml 4' L."l• ow MI~ Loo RW.- Tn D.Wp •(n~j8 C~inauilo Codmatl• (aml (24 •IP4 raalr Couat ia RdloaLaaart Dal•igo
Qut•TW•~ Eo00 1 Themli Quielt 01 -41
570, E Thrw Sa 21
kI Cmflu E •TheI1SQ -IN -101a-v-I- D_. . . .0T2 21 M
Dan'sou 221* Themlal Quiet -101
100 a'F.I.W.Tu.P1.E __4_-__
IMd*dln r Quiet -IN -121
oni - I- O531 •.l12I -o33 -N
uxtuimpitugl 53 0.÷Fi+Li1I-r'Tu * Q -Cvaunt 101e22 -3 1
1--I -_____ aF÷L. I..Tu.Ro'C 124.
O~lpiuNN*ISg• 501 a*÷F+ L÷IFb ÷ 2.14 __oE
-¢llpIdt, 1147 D gF ÷ Ld1" ÷T2 0 -00E
kSt_ ____
N a oui 10 2 odolrla N. __2__
a- INoul kaa-•r~ Tu'nW Qrit -101 -I5
Z 1Mt10' • 1 41 D2 Fo÷L÷i-o÷1TIa oot 231 2
Olilir vd.' Therni Quiet IN 2
M1 D ÷F. L ÷ " ÷T. o-ft
53O ~ ~ ~ k zu M "+T O•E
UI wtl 73 D÷ F÷ L÷ K-T. ÷%"E
lEollf n Qe tult -I1 14
a laSS 4OnlmX h Q.Ov -141 15I-Il-- -- 210FL-1I.To. V. 2 112
hloThlus at -n 101
M.l) kluN 06110 -.. ______ _______
tho~~~sua~-. Eo* Thitiiu 4w0 2
IN12419kd 2NDFI4I.utC __
2.L5* M1151124 Nuisul 0 W j
REIM 55 Of6e
Page 67
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 64 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
_______% - ftg4 n f .4114.. D..Ign Lob - 1,.4.g LfA.W W. .Fk-" -tkP h-LVUWT8 .Io..46. 0.4.4.~ L_.--....4b-
*8 D8 444F71.L2418H1 P744548R R..E"
40.36164811.44 44. I"r hn118" 068458 1881 48
3H.6-10031-.8118F 880 N0.FT.L.111.1112a, )60.27d
E:•,:46,Q 11.5.111 446886 - 12344 6o..Mq.61n ( I243 0 . .*t DrT R "
243-In 0.,.. .
- 10,4466i E, 144564ld 82d8 .70 116
M3T.848,lt Oat. 77 051F+t 8 r aTo124 7E
IZ ~~D-lL-Knlft 1r1121") -5 1
c.r1,ndg a . . . .eL 6 0.T÷ 4+E
68 om11r84 E 8r~l 3158 0485 -1447 .4
1-V-I.-___ O. F.C.L÷8r +T 04 24 3."
o 1124 6848F4 3608844T8863 4 3
w5 O-÷F+L -I• + T E+ ~ UO In'
88.tlllthie,~ - '68 h14s 1 Gr4824 , st 24 15
V I8t 841 -. 2F
S $0.6m• r• lS 4E.482E-4 4w5n8 045 .3 I3
4F•T. M V12*k11f OTa+18
M0 O÷F.L.8 Efl1e63 4
M-V-L Den FD F÷ HLTe WT.f
08 ~ I 1187 0,D F L L .1"Ta. ft ____
468 M5t51.2 E-CVg11 Vn8i 4 288 Is
O~r.P81D F0 .FL K 1T8. ft2 ___.. v -M IhaD F LGR T.4ft24
3-V-I - F8881.TR42 L4 62 f
-60aký a,-- I11M11630 Daa05.-W846TT .13 8
881661,064 114.1L2.8.62 ___"M586. D11-L-11.01 .12t2
ft"aMjU
Page 68
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 65 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
T- " n- - 0.. "-IIR818,35*TO•II.33.5
3 44841254 F..t• lms L 3aV~ 3083. 0l252
P-d P6.~44
11•~~R.I D**L H*TV n
O mE1 TM*4rn Onat -03 45
E.6ll.ft 3M 46
EflOWhlD.F* 5 3.42
nfl-s 810,5 5111m0 .,l .8 4O
l~x k•-•t •m E.kdt 2ln••i 1• ao4-V-I.~~.- 2 0,1l,.R .N f
1. 4 1125 D.F. L. H" T.0 117
IT4 -,si -0."-01-
CMI•T.r*1• Ef:ul*O 1575 Orak 21 48
2 331bpand5 786 D OF.L.I•f. TS.,. R__"11o31. h'dd~ IOUV, 60 21 48
=onl0ondlg~ 86l 0 D F ____r÷T_÷R_•
oxCnIp01 w,1a "n1.n71 Ganldt -19 117
- .u 03H8-712 lI.VT . -S~.+FO•L r÷TRS-.E" 0.11I(450 14)
03)4-114 2.VT . .f.t.Lf.'T•RIOrF" 0.11(4513Q2)
Pam 57 f 6
Page 69
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 66 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
Im 4E9071 -1~ Load of
Ad. M- __ __ __ _ __ __ __ _ h4.48$1, L 44048
4*1.47"r.l.l GLdt. FIfulP Load L na 8S) {In1l Tmt)8 8.4dT6i
C m- bln M1 64.81* n (,o ll [ft 0j 4 ,f)c ln l h- co- dac o n tO, R 1 * . 7U f Dos49 n
Mn Tlon 40 F..,udtn "70l 0n 40 44 -204164.81616,l0 270 O.F.L Pr. Tos (WO I 4
Z175 --- -T . k -,. -I9V
adw, 20 0.FL.4f.Ta.inC __-vl7T .aQ*.0 4 -4-IrO-n-Tp-ft• 3, 1
EI.•V T77160 -12
M.xTwr~nma 603416701716,74424.44 -104 .416
77401017• 470 rl(8~ fl,•l trait -770 .4481
724*00 48.773 44-44 D+F+LL.1÷T0*..8.0C 44 6.20lCmc• t
E7 T*8nm40t t 784 -40
16787 13 000Ch7 0-.0700.97
hi~E~. 707,ý 0, In 44
D*F*L.x~d H7Tý •EVea D-FnK-T.
71n7* h70wD'L-T.f 422 IM
*807*016 724.410 1716078 0..v 1- 4 -1746
E.167 0 . .112 -1
ad• 7o*..0w4 287. . .*L .r 4T.9R7*EI.nc ,11.477l nl0 -777 -1770
167.4801* M 217 7F.4-LH'T.%
71c7161 412300 7716n1M1 GraE.t 47 4
4o11619 217 D ÷Fo÷L÷ Hf*Tf RooE"
01r7517 47-~a*.kkk. Th 4 . .-112 410
11Lt D.F-L W-T-ýt IM
Vs 48.77 7.74. -- 0o ,L.7.T..00.9 716 3.7
48.860316 E16,777440400 7 .00
16716801167044Eký no 07L77T.0o9 ___
ftm~fipLE
Page 70
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 67 of 192
Table 3H.6-7: Results of UHS/RSW Pump House Concrete Wall Design (Continued)
= I ~ . Trears, . 0hear D43g. o0A.M RL-ft TLme 8kr
Pro7vided R 78530. R'7n7j -~L d Th i C2. l . l.dbF AXi (4) Fk4.9.4.4)a $ . aInlm T --r. Sllai T aOsn'
82ft, NMd C.4786 NA.407 O4.
3.4303 77 4.p 70 -IfI
2341 704 D+F÷L .r ,Tad 3.-
143 Carnp n E "i~rrmld t -177 .113
06r72~kf -.. .IN.____
M• M~mIN wllhE-Vkd 1tM-•Ga 0 -1015071nf1 Od f. O t -2 -10
2- 3 Fwl8.tn. -112 -1082
(o~ljl) VM 'd 3-1141
065.0606491420.- 27. OM++7.2.9
232 1D4*oF3÷u70.7l.r39.0.**-z -065
Ma• C9rr677.0 E779rg 1T167. 070 -17 -lOS0
I~lmmp~a~• It~ad n7 D *F Lh"÷T. -• E
r•trgso 0. 279 D÷F ÷L* 7r Ta. 90773.
C=rp..416 8 7046l 39.496 .119 17
TE. r .7 0 3 t In 41
3- ý .v 11• In-106 9.3
f4lMoent *06h 289 D÷F 17770 Oat 7Ro-E"
, 1 D-Fa8 175.10 O t 422
50.•7414m, 12. •w. -4 2
-~t 4on0.willg32 O7700760*÷T42R 237
06760o64(0672 270 8 *FL.7÷ r 5T2 ÷39+E
EAaUI9Lff
Page 71
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 68 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
j 4 F5. 1 ".I n T -.s.. r.. Ign Loods
ý - ý bIat ý Ind Figur Loads Lnn-F- 1 Iftd I)ed ftbd---I P.. TdWS Pro0k4.d R.blfoo provo~elded R0000
0.F Lead .. E a GdR4 o0l0 00.o(s .u.(4 Lad( nil T m La T s00m• (q(nZ
~~~C-iatiOn~lc ftnd ~ WWe II) ("ý 1 Mt ComidimnS -.. mo Rlor.M ent DalgnRIP fmt T .LOO" (kt lII
-T-.l E.24 ftl ir.4 .r 2w 414
- M v - V 27 1 O . F . WL T .. f t h" + M.E
marnorn hndaunb s.0r o -.110 30
E. ROM 4415
-dl 10W tam•almlwmd 044. 21 44
V,247 0..FL -TI.P
0n• 11Fn Ln , K 4T2
0+TF+L~nf Th4* R..C 44O47030
mm .n r he•• 42 l~ 0mp~d1 F8 L÷ KL ÷HT P, RI+
* 247 0.* F.L.7.Ta. ______ ____.1 0 FL T
EC1 F C-6. . .5.
I-V-I. n _____ h_________ -12__ 102_ .FLI.. . 0 5t00C 4 207 0.F*L+ Th.ft4. _
=~~t~~0 F4 OFL W T..R. P4__ ____
Ir• • -L-Wt -128.11
1n 2 0. . G 0 813
C-2 1
Mmw T-L- - - .-2] .4
k1•El10 *.rt .14•MG1•t .11
ftm wff
Page 72
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 69 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
I !9 .9•- i . ... . .Ln dl Tm....0. D~Ign Lold.l8_ = Ronhfonelt Thnsmeuer
-dFk.M...d T- Shr-Sh0(* ]n•1d Th0n014 FI.d4 L8d i F Lo41 I5 p485W T- -(In.l 4n5t lj.d 01"ft Owip I ~ 0785. T..h. a887148m. R78515. R178-- i. Cin85a..~ CondE50 (758 t7n) 0t(54t'mo)non(d• ~o•(ll
U•X• ~~~~~d 1c~ Mnm rd•1 ,
72 . 0.74~7
M 258 D.F.L.1r Ts.1O.E1
- 588295.4 231 D.F÷LC 17T7* R5.E"
U~. -ini,
o 71l881599.4i 257 0G08t.14T.8214053,18omen wwi d.x 71hSclSd GnraSm -287 27855
9188 745d Ec21 D÷ .÷ 8G5-r.5T 51 -•
88or.791 793 D F÷ ÷F8*T,17 ÷ I8o5-E9.a•kduq Th.n-s Grasf S1 -218
1,08 91.25451 18i7rod tat'f -125 -45
1,,g I94 D÷F÷18 8T8 •8 3"
Innd Th-.-L--la• -3r Qat t 12 -
Idt ~~tw• 195 D÷ F* L- *T. ÷ ft
Iknt1n1n,' t 17 -414
- aa aThrmnls 0740.79t -25 -808
-- owItoTe~W e," 0.+.7888. h1&51721I00 t -27 -418
9-Sd• 1V.8 a 24-11
i• ~ ~ ~ ~ ~ ~ ~ 1 Ma ,F10u15 nl~lt.7
8..a 185 D+F. L÷ I1 e78 5 ,;,
Idax~~~~DF- -.- t 7M'41 l 9 -F *F T*R•
am~v l 088L.r8"miaa ' 15.715 -712 -147hadagk 77.150~ Gan -118 48
18508o•I 257 5.r ÷L.4r T*. *R083r* . 485071w2950a8 375 -79
ICilW.91 8, 5.2918al 37858129 8.4063B -3IB -1757
87819g 252 0+ F8C8÷H*T...5o0E
-1 Mdtglr "nm29 Gras• -524 -1547
Eld 5
Te11.772 GaSdml 8 -1448
r9a5. 29m, 72046772F ÷0L 2" 64T85 -.41E
9150 1867729 Ga -144 -185
EamAne 1ff
Page 73
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 70 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
I * I L04... . ... 04 0t 1 I. L
I1 L-f InI Sh 0044.0104 P7000.4 T- - ~ ~10.4 TM1uOGOr•W M Lo.Oog A41F e 700679 (I01l Lt r " Shn R. Ln-W)
R.Wft-MD.67,00046i.l (MlMflR) (ft.ip. 7fM C4* na.nl9p0fl COOQ 069n .Iod n 06067
EAov -1 47
6'l 0.6I)
046TWUIn 74 E.,a7"n.,i omo 47 -49cr.montlnO 463 O÷F÷L+I7'7r *•1 o..
0o7en7 40047 T74600 oruat 47 .M0
46 67 E.i0 u ed " .0m•- -114 -
E700 T14,t .116 4 4
1-0- 9079. 467l 0.FTBL.If-•" 10Rou1.omo• dd 27 D-•F÷L ÷- T- ÷o+E
0007 T470.046I• 7746770 GOdt 73 .221
2ml ~ ~ -. D*FeL QM+e R
0mw~~. EOr~ I4.• r, w -I4
Wft0,4606xkf 46 ++..S 04
oo • 210 D÷ ÷L- -"÷8 Re
0974799007*.*94 I04 60 0-7 .16rn7e0r 7 4000 "r.7770 Owat -fl -1 I446- 9070 "nluwO 0r04 74 .- 6
•mm~r ild 211 D +F L* F ÷T1Ru-4
.7046l200 14.771 4690.4 .147 -1004
Ma. Ten71n ,0 E79I4.7"r 463 4• T -10I
€orrlpo70,n94 277 D0F÷L- C.7 T.. 00.47-"
46904t9•07 777.770 Qu, 17"3 .1164
r 6 I -416 -13120w77gD--L T. 23 09M.C,.O.7 __000-V-I4 :: :, R o o.F÷ L.7-r T7 ÷R.00 " 706 4263
UM669~21 E 1.F Th 0 .4 64 -19710.790707074640 276 0.F÷ L÷ 77-T9 R00."
4601p747. 600 fldu o 09 0f W -462 -1971
(•rlm• 217 D- +Lf- T.-b 51 219E77077.C411m i h 14.,.00.udml 67 274
210 O *F -L K ÷TO ÷R%-'East 0 31t9-119 1179.D÷F 4L9090÷T.46o27
Mr..oog w 219 D0. . 0L0lT
mo-lwn s 7-t -29 -M.0h. 22o 0F340
E-Q 1470..7 2 6
fPmn62oL
Page 74
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 71 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
IsI E TI94414 6. 154mn Dios
-- A Pr~tded TrWl32 9. Rf I T n-- -
OS 6 .LOW Theml GaIWdkt LNdMng A*I14) letlus4 4
124 (Ilt) 944d (42n9(WIt T--
S hC0 NPIR) Cw(plf.n) C1.) 14444 D.e
Max Ten / 44,244419 "ieU GradeS 214 192cormeond9ne 221 D* F÷ L+5r T4 +Ro *
MCW.4 Eme9,lber 4444ev -153 . 169e¢o..onc. 222 0. ÷F L*I7.4 TaRO-E
~9.4ý. Thm4 04 -I4 . 192
E019.v 1 nde 14 540
144 Them4 QSn 14 548
99aMall etr40,l 224 D÷FL+ LIf÷T+R4 14914,ama • "n1rt1 Gr4 -57 10O
McTon le / 0, 441 "n921158 Quiet 225 433004141 225 D÷ F÷L÷51÷T.. ÷R2+9
-ox . 914*Thr•11m5 - 223 33
Mam9 444,c•hlr~m•rda -178 94
E4dud44 1 t5 Gr4. -34 4'U
4449-.9.2 223 D ÷F+L+ Fr T4 9+Ro+
atmwm .T Gkr. -30 o44
•Nnm,
4444 Te ) E44Gr9
" IT6 GraS 358 916eS•a9 238 D .F.+L.I7" h" + T4.R91E
m ~Ekft,4. m WSt
91duGr9111658Gra44r4 it 1446
urn,..m w~ 232 D÷ F÷L.Wr+T4. +R•"EiQ44 S 12
eaaw olhs
444,48AN Ihmm2 4 Ion
Pialm 63 fOf
Page 75
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 72 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
•-~ Aoad V-m~ Ln.bnt kmJgA•)Fxm(1kdI'•{) (nl f) oakw"D~
Cnhd .k.sh- Comb D"IP
ýC-ý 237 -e*L U"+| R
!n II43457070458777Pl007*d 3sn s5
-n M2T
8007T7847n E 4 Th87740d Gn 5q 02 170
a*T74 237 O T.10770 74 IN
5nkOTh870840 -214 a3
7.m774. -al 24 D__F._ O F." ÷TTa R. 700 8-7
047,800006,.1 6 aS2 0 F. 7m*TaR. •E"
- 5677o "n.m0d n00.t -1 6124
34• 8 ,T . t 24o00 1740770l6 fladOSfl -00 078
kE-ft 1•ý Grdw 173 "
07641 4
240 DOFO.770÷7T80OtE
o - tflal 247 D ÷ F ÷ ÷6h" ÷7T-÷ 0 34
Ih To. .4 5 Th7 4 73 w70
087800406,4 lull 247 D.FCL773 7T0.
S b-6 7007784 4 74 75
4. 606,4.68 E~.7746I. .22 2
00700000670~2` 2M 001708.R070747 976 774051 6677 -175
Page 76
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 73 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
LwMMW~eltmnWn RDII ok Ml Lfa L3554Ii M442.4g Lh LMK
___w 2 D( F)•
bI2 L M÷
& ~ ~ ~- .141542 224$4.5
921241m .d* lba• Slat e5 S
14224.lq 15.14 D÷F24 War T* +Ro 5
MnC~rnNno5441 Thad W5a .115
2.1010.1*14.11 258 SFL5*. 43
1-244 - 0F.L*11TU, 54 19 135
E.4h.lr 644 S 9.*rr , 20484 D÷ F.L+Wr Ta . R4,
U27 I.= 15.1112 1r.3 -11 91
35119i d~0284, 24217 N I.o 105F ÷13L.. 1.3H .1335+1.2T.
mar.1 h~dl-V1l115a -23 11Mt. C2419p4141 E,35, "nI 2 •tat -23 87
M.&121 2.23 4.i
E1443 D+ F+Las.+T, sanoe' • "~m r 0
Mr 1 52ola s1 I
9124.*h41 Gr12SiSr 140 100
2440 151,2 at 12
U aIm. 1450E- IN5 In03.-
414,1 Ilarid OrSI WA WA
I Mla I-NS at• 541041111252499AAEkuV WAA ArA
W11 4
1.1112Was WA WA
2.19i35 l 2545 D*F. L÷I" +TT6-0a.1
nld~• l;r~lGmal r• Is
5511 E14441 151 Sla.t E- 93
12135a1014 ISFaLC- 35 IM41-rTrr, 4n1
1nt 4 "nWmC-aet 034 23
0.F.Ladw• •2r73 D ÷FanLH"24 r O*e
Nrrdl d 2513 0.÷F. L.If.Ta 54.5+•9naud,"n15a11125411 -S2 N
ArmiLOLE
Page 77
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 74 of 192
Table 3H.6-7: Results of UHSIRSW Pump House Concrete Wall Design (Continued)
jL Tha mm l Ing ......... Ij a I C4.7d55t7n (4Id")) )0*7)M
MltX a~ll~l wa .. " mana •w, 13
2077.57.75374 53A2 D*.FflOU T. . 13. 77
can.- E ana nn Gndw I3 I7.Inxonpin E747n74 40447G a.5 -07 77 .
IM,1 D-F*L* W-%ýRr+E4l0dU ,*.v flcs44a0m -72 1n
204407 0*4T47.75457*n7 2 20
t. 2043h 0.f Fd .64
E aabo4..22 MI__ ______,-%
2 574 W4t mI02 30..'M kk.07. h74 7777444*77 45*747T*547 5 E44074m 1777774 4nd7 53 12
W74n54 2067 0* F C.77.'T4.,. ______
.- ah7rn4 07 12
w0105.477 4al 77 = 0 IF L. rT., . _ _O _-E
an7 444 200al 7 0M F OL. KT4. _,___7.14407 -4407 .1. 464~
nmessilon ý nm -o b~r anyl Io woftInaaaý, daalam am Ita Imt nnrma,ýMl• •(4):
(5) )7m T .ma.l540 s07..b4 No45 t77 o7447.47. t0747 to47444 a4o.7 h44 h4.40 Fi d 4 4 4 . 4 0 4 4 F200 400 ab745 0534 a47.5 r4 o p20444 i4l207.7.4444020244a745.1t .05s7own 4s 5440 47alu.. .
(7) 5247n7or407447074457.407*"44.744442 7450757.44475.I(W r4.4
a 2 0 .4 424 .o 42 . 3 5 .. 704one
(7) I77 77n4277 747407Iotzfm 444 ",1554.20 .44702 -•e po44 .257 20204507427n s747747.50n7 r 04.42ol 74nher 0 to 7e 4r• o s 17.04455mo•47041040s404157o4 I 4.s o7Oto.40..07.107.477477s0.sp t oss... 7 s .4 . 2747.0n4. w0..Fr .. 04774777447507042
PAM61LFM
Page 78
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 75 of 192
Table 3H.6-8: Results of UHSIRSW Pump House Concrete Slab Design
f Load 1400484Gr0dent 05044ll Axoa141 N Fh .41 LOSd Inpianls (nl ~ oit) 0.0.d TOO8O he" o)(b )
81•14r ~T Vm. Rlto omtDl
=. Corn bn08on ~d (kId I At)., .k) fLap. CI Mbb500t Cobbl. •'o- , ( 08088
0.0 T.4044 w/ 0 ani~nl454404t 222 -g
o0.04l450 134701.50 r.40 1.3 +ds3H+ 23W÷1 8
rdwrru 10782 1.05D 1,05F+4S1.3L ÷.M30 3* 1420
mOt 84405q1m• "nr ou -wd .002 700
.So Mor4450 0444 13487 D* ~h÷a Rol E+oE"rOSnI 40 14
Wc3444 1054 01-4h -0 -1I4IMax ~ ~ ~ ~ ~ ~ ~ - L-K-T-lt- zll 3.12.D .F÷.7 .H .;,
840404n0 11054.l0 O4Knes - -IW0O
0.075T40440 44+05440 1Jan40M Qa 25 -. 0054r4ondl44 10540 D+ F +L +H'+ T 0÷ 0+E
" .4450d800 1Ja'n4 Con-se 2S 605
M0a Ca4444s4000 • EO05fdlr el44frd 0 -4010 -154
wr¢mlpoll 40 1045 1.040 +4.005F 1.L+ 413H4+ 100+.3W 2T.
0444. - 0+÷F+L.47Ta+RO÷E 2 0
405a ml~n 331 4050D, 1.0SF +1,SL + ,3H +4100+ Ex1.2TS44*44 S .0
M* Mon45fl415414.40÷ .7F+1.1. 01 .431.T
8x10oAuhv014 4 AM04
ro T To p -~• 'm~ G• 4
M•K ••cfllln • P.-r~• -25 -13
wo Od 1074 . 1.05F -1.3L 141,40 + 1,348 1. I2IoMr1 0Ml 40487 D 1 F.3L h"+Ta+RO+
o ~niE In48*n0 4745444 0ra.0 408 -8807E - .r or a -wIN ElxdoSn -r00 0md4 -120 -1r41
X 1m05r• 4 0 4 I40 448• 5M2- o. mi -10M 0.F+L+W -1.3L +E 4I0 .T40
owflwondlng roo14 D÷F0 L,4r+Ta+ R8 +0 b~luE-9 11•• Grýl 111 A
84051•b Ci44 a1dn 0 d 7 -1070
04005045441085 -40 -4544
101110 1.0-0310444 05 8.4304 1.-+ .2T.. 4a484*49 0114 D+F L + +T,+ f0+t
all D-F ý-T-ft
M olll ' 1 14 1,4D + 1,7F -1.11 - 1,M - 1.7W
m dn n~•GKNt 1 10
Pama lof 17
Page 79
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 76 of 192
Table 3H.6-8: Results of UHS/RSW Pump House Concrete Slab Design (Continued)
17o 773ud. 0 Rn -4 Design.,
D.484
427.4.774 h.840 LO.. LO864477."67 ft II. T7.44n 547,7
': .. *___-Cmi3607707448mrp mbso 44 C~blo R740n673.4478nt 0e4
2 ~bl~ (kitop.~l) I~dl•I f mlnzm0l I f I Omb(dl. I nt)
h.15T7844w/ E.u07 7 0 T lr n 223 1101 q 13470 I 0wo0, 1. WF +-1.3L 1. 13W. 7.Ta
Ii7a715 07IT 4.ll ZnKI• 114
M•Co47044a E7 705170 874457 -062 627.43.o7.7n*74 70761 1.0500÷ 06F÷103L ÷ 1384 ÷ W.3 72.2
-- w E- I 3ee IM1-H m7- D+7F+ 7+ H*7Ta *Mao967
10214 1-47 +1F .7Ln ÷ 7- 17Wkaunnov nn 3 IM2
- 177*• T 78*7Gdm -23 7160e
163,3 1.4 + 1.7F7714.L•17.TH74177W
180w T70n4 04443 -22 70
3.4 O M708 1.4D 1.4 7Wn77t07401"57n.404.454 20 207
mC a. Th lV .68 1110
C a.1q 10771 ff0,4+. 7.7N1T
2-H- D ÷F Lk H' T, ft 4o.0'
E.*.Vd• imm G 1 1
II06 8806.8571471.77÷1,F .777.4,0H7*87• • -,23 2078
134 7627 74+ F 7 L+ H7.477 80"7W
.8orn 4 73467d 041"n4i740.4148 11
" Mm cwwdo E4.777 774774 87 -07 7020
808a. 70577 70 216 78Eaudmo 111-n1 14r • 16
1-'4. .40. 731,4T 7 .7F 40.85 70 47
7840 44oms. .4 Exludlll 77477m 07* 08dtn 3 7078cw787 l 1O581 7067 4047 .77.,7.7 141.7847 .70
*80X 77 Exulna. 1157l1.874d.t8 -81 77587870038 7 0787 1.4077 47 70.47F 1 8L+717TH+
0877.4440 24672 I=
I.r IATý 1.ý IN 3.22
• ~ ~ ~ ~ ~ .-~ I1318. 13L*13H÷13W
804 To7.4065! Elsa.n 7857747 8743 742 618
47087a.~ld~ 70775 1.0508÷ .7 W 17.2+ 733747* .206.71.2T
2-V-I. -1___ .40 +781.4T07 .770.8f 76H2
awlrna,ý 9460 Olug 216. o2-Vý --- M-m V 1017 1..ucl wn~WG~l 4
1.ý IAT D÷N* O.O U4+I O
k.ýnv G~r¢ 4
Pam 2 of17
Page 80
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 77 of 192
Table 3H.6-8: Results of UHSIRSW Pump House Concrete Slab Design (Continued)
I I ~ ~~~~~~~~LonURW4IlmI f 0606D..4g L-f ____________
I ~klomtd T -020110M60.1Mj~~L- (0 a)i*[1 .*+ ~ 0
I .- I F. s, -o. R~im D-s.+.
(kW.ilio 016+ ft4.4) (3100p IM. ~ bao O440/ 020110+112 00+1 I..f d"
- 12001 D-ft -L-" FW6T~n 1i.+lrl Gra i~• 8 1IE-Vl ailml Indm• 8
MG 0 5 l0+ll Eldlal 31h.140 aa t -201 10 .0w .0,g I~t 12401 1I D 1.000 500 .1.3C 1 • 1.3111W1 1 2T
moml 101n3Od•Tmnl0 GaKIt -271 1ICLX~~E- MMm I¢ 27 ÷I"
-- ~ T~ 17 +Th.4o0WlaGalol 20 4___________O- I . _______________ 020N111) 0
D - F - L÷- H'- To. R + • 1. 0.0
-- 12003 D - F - L. - W÷-To ÷- ft"Edu hn IGr J -112 12
n " I -115 11
0
E
T-, a-~ 3'.-2
MGTG EI5)Ofl, Gal 151 1,..wlo D- -22 OTL -U+-T, f+RO+E 1u
- C- ýo. E.Ga-Th+4 40544 12 0*+01+P0+ 13120 0+FIL-lF+T&l 60+
kAftf0f0 02+ -2 9
IM0N~iiI~ E-Ift A103 15aarw~n+~ ~ 0F-L+IFT*- )40
*30+8010 E10Sh.k )3W 110 2
+013205)10du& 1312 1.0 .S 13+1511301T
)Ca1GlsinbIE02010 1.182.81 -015 2
4026300a 0*+ 17 l0
MG M90tI6 I D-F06--.11120-- - -2 16"
a~~oqokka, l22o+++1+0 00
*701T1*1 +4• E.1glflS M2.+ltI213 2031n 20)404l 13134 1.0 -D 10" -1.3L + 1.20+1.3 +1 1_ T
mome1nt Iftad20.f nl01 01.4+142051 3
M41+Co1p hl E a nl GallQ -.2 7m .nd 131S . 3 1 1.01D1.3W _ _
41201* Thm04 g r~lm2 2- - - 1310 D÷ L" T
k~n• Th• G~lm• 2
1.4D - 1AT. - 1.7F - 0.9m 1. 3.10
I•x Morn• v4•13W4 D - F - L. H" K.T,. Ro ftW
k.2V0•43al 2r*2 -4D 21_______ _______ __________________ 4. _____ . _________________1 ______2 2________l_____T__ . ____Gid___r __0__"__21
Page 3of 17
Page 81
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 78 of 192
Table 3H.6-8: Results of UHS/RSW Pump House Concrete Slab Design (Continued)
jI~I8 __==" *''Axalan Flaxwra FIn- .+..- 81-4 T.LnhilT-m aD .066 o, T.- Sh9,
Loa l,=d T radev +94 A.09 Fl- (4gI- I) (01 a) 1-dC00 nW93 C. l " 0d IAt) (l.4dpe I fr C03b00 n 8 r Rd1007+t)79n1 ( 6929 9Ig
1947T*3o E33*l 30610 09i 49 a39330909 1094 I.Q +11F+ I.___
I-.h 9, fn"l91170 Q~m 49 • 8
ala Commm• E.*MV l ýxa xx 2=,923nr69O1 13131 1.090 * I3• +1.3L+1 31ý + I. 3WM 121"ml~lnt +70903730110l 92d9 -439 3
1-V- 9+1T+7+.n 0 3
-- *3
MI•~~~~. .om 1.4T 13. 1.41 . 0.0. w171 + on+ .qE.- 11m Gd 0 12
E9x7x09*n 11 20.096 -41 18lWXixen ~ 37a lAD -M.F*17 17 1.M W
M9• Ten01+don + 3l6170 Gr*3 213 0g 307 13099 1.099+1 10777 +1.31+ 1.39+ 133W+1T _____r
-me bl* 31~du 71v 97*79 212 13
iCamx 7. Ed9 3ý 1170n * 447 3if0W3~59 10999 1.90+D*1.05F 1,3L 1.+ ÷ +1.3W÷+2T
o a 99,Sm, -I 2-v-4.- __ ___
33 0998 1.090+ 7.309 +721+7 139[+71339+ 127.T___
if33927 11761100t -. 39 37
0 9 -140 37
391.0909dln79 173009 7.090+ 1.097 +1.31+ 1.09 + 7.3W9+ 721 __r__
ME9 E.90dl17 11337 0*73 -213 0
v aw 17091 M .09+ M 1.0= +1.3L+÷1.09 + 1,3W9 I77T
•Vko--- 1-I.40+I.97++.73+.9l 09 3.8 .
aah'109 aaaax
809179176, 73Gnha7 t 1 -0 3
Peae 4of I7
Page 82
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 79 of 192
Table 3H.6-8: Results of UHS/RSW Pump House Concrete Slab Design (Continued)
B L4 ! . . ... .. . - "R45s oo ..... - -Lo4 T 14 GnThlls LoaMg dh AM 4) (4) LAd In nM W1 tl). Lod Tt r0 8hmr( RI m8.os 0444 .3~4 mbro 04 Comblnabon R44snlosslmm D..lgn
C•11mnItl Condon (MIps I ftl " M-kp I III) C blntlon {klp D-•Le kn I ft
_/•Tý .o, M .xulo"~t ~h 7 -W
4.1404.50 1ZIs 1 AD 1 .471TF +0M
Maoas..skkO 2M*43d S 13 -M9
.lsnonas40 1154 1400147r*1724 -14
5+07 sdo 7 6 05.4.r- -134 s.19
ad ¢¢n~po.665 12107 1.40+174T1÷1.7 175017
E-a 15W.1 1.w1.T0.bw0g 24as
0¢P1 4 1r -I=40 7 -M40010 TXp or3-756612151001-40664814 11..71 35÷41.0 -045.-I
T.ift 'lm IAd1Dr 354 4I7 .14Me
= xM4.00*14 12111 1.40 * - -1.70 I M 0I.
=nkS1 4d 66*4nd0 44. 143
h10Twns ol 603l0 11r15544 010a 497 -44S
4.404n14 12119 1-.D +14T 1.7 0.0
C- 6E1.*4M 486,I .1344 isu
maadr o. AT Om.W 5t
5-I AD4. -1 A0o0 2 14.71F O.W IN4 9.M.
503D AT..403 644*58 01154 E 50 37M -*
000*d5r12Tl4n 166014T0 -1577 145
5.sMme 45,511 0. 644*5 77n6'154 012l5 -;0 -4440
12107 l 66 + 14.7 + 1.7500.40054 +6144 5 .4-3 -asW
ýTuw E 0 Mlm -IN,
cwwm limn IAmD IT 1.71
5.47640104644T.kft 0s 7000 -15
• M~501n00n*54h 12174 1.4D+1.4T00+1.7F 0.00t
5 -0 lO04 11 -1071 -139
040T5nldon 75470 1400r ini T01749 o14P 12114 • 1AD I -I n ~ -io I'm 0
176150175 114*11 1o144 117154 .5012,114
41.40 + 140, IA 1.7 00.9H 110 12.8
140 0 1 1314 5AD +1ATO ÷ 1,73 1 0-03
10•b 5D4 111.+1. +.1.4TO +3. 0
Paae 5of 1
Page 83
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 80 of 192
Table 3H.6-8: Results of UHS/RSW Pump House Concrete Slab Design (Continued)
F 4 .. ft44444.*4450 O.Ig 10.4.f
I - ftjý ProvId
LOWd 00 nm.. O.0d Lo(d4n¢ A-ýfl N4.4 T4) toed 4'5.n (0 ft)44 1 UCom 4n4444 CoIMdWOO (IOp. im (It-4l. ,n• Cnbm 4443on4. co.oo*r R44so4.4.n
121177 E~l~r 031704ma G03d* WA WA*41.4T 4 ,, 115 140.+1.74T+1.7F4÷ 04g
n 12113 4444S 11nrnal 404* 1403 705
Mn<CaOsr 4-mIo Theall 033~mw -115 -355.A54oresonin 12129 I.404ATo 1.7F 0O.M
m.It 03 "nl1317 12d11 .1157 1034
*444o5574wl4h 121.2 lAD 3.To+ 11F + 0Ig8
In3u441 T,5 "4*d.7 -- 744
k,* 74 G0 -7 -tWA
12112 140D 14TO 1.F 1 +__._'1.*-Q D-mMIGllil -14 •
#;ll T~144g1,7 s11.41.40 4.o .74 444k~
mom 1510f11510 80141x:u in Th 040 .44 54 2433
MC- Ek.14 0 -11'm 044*0 .110 -117W1t 11403 1.40. 1.4To70 1.- -0D4)
intrl hfl,1ThU0441.151Il
11510 odkn . -111.740l Gnd44 470 2544
Ma4*MO 3 mlh 1103M7 E1..0 G- WA WA
C ~dl ~lce151.f 11512174J> 7
440a4d.1 ~E 03147r10 Onffidw WA WUA4I1b15C1r541150o 13244 D 0F ÷1. .4 ÷Ta÷ R 44.5
v11 03a4 444 75
h41.14* 747 440.014
0.1004mwle WA WA41,41 4
110•1 1d4 IS 1. .% I.-
M. To.r1 wd 1 1- ..4Q D- . In.7
4.44 Ia115041 3031 -40*4141 Odw WA WA
irWI• 7 3•01Id GI70n40 41475
4T4D- -.I1 1d4 -44 -145
5415441d714 13144 l44AD 417F ÷0.
1100 7.0414T415764 4404*410457044*54 -1545 -114
4.14 1h74m 4d- 112 -12m4-4n4M4*4*r1A51 4-40l1117 1 .T44I.71 ÷ -74 ÷7415
M• M•'n•1 W•IE.*OVTm~•Onl -IM -1147
54T 0 11457 5.F44H74TI*4 544.t64r1 -44*11r1 0 -72 -77M3
Page 6of 1
Page 84
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 81 of 192
Table 3H.6-8: Results of UHSIRSW Pump House Concrete Slab Design (Continued)
LOR4g4 t TrsT.- W4., D..44 L.ar&W204 F4.o Lod.d I46.4. Sb.. L005t T-ax4n sh-M4
L M.....n 4i F4.o (') 4.2.d In-plan. ( (n Tf4 ... . D Rm(k.Cm4r40on Conlon (kpsln) h0d2h I ) C-Mb.U-n C6.024 D
1484(Up 42I47 I" 1-f1 41401I7ft
40 0404814 E7444440.rn 4~r .1380 .049v4 444044844 11404 144 t4,o*1.T01F.40 _____
• 1440,ludr n44m~ 02.050n -1lx1 11i2-Vt - I00 .4To + 17.TV 0.91 14:3 6524
440204454448 64ud020*145 ,40040r1 0 -4474oom548144r0 4d 2044 1444F +Lk+4+T4* 62O4 ____"
9*01414€5114g02Gdr40 -40
40.6 4048448 448 11026044541+4L04'05+T-04 -4744
I'mo I-cu• IhmM .,m~ • -
4440414l0 1105 0Fl4D + 1To* 44467 ___0._
0446480544 14,4410144512s -48
- 4 14144 2*0 40 04u
405 47444.4* * 1444744 028054 04 -445
0rp.440 1 D+F+4L÷4rT.+4t_
- 02r4 T45444 0401 48 -2140
5: 5014784802n b4444n4 The G2-d -101 -i27014 TM 4484-T4J4 04-8 44454484 6402E641Tlhr14l 01adl44 1213 -2530
1153r151 44040445400240514 1074 -270
40 C4~4n48ho4 6202014 U44114 0480440 -047 -4474
440o4r44604e11l 44444 1.40+ 1. +17L 7+417 + 1.4W
4'.'. II _____ 0.41C441+T+44 44 424
•m~rnanm oraat 644 .0430
OkO ÷F. -W• TII.
Ci..442o 14451144 02*4 -474 -44
44446T , 614020141445148004*4 d 2O -242W
1ýý 1ATt I.NnMW1I-19
11o44n4 Ina14n •104 0240514 = -104
rn 0044a 6n40uding.64402.0514m -4003 .40
4-V-". - 0,*F+÷L4 44T+ 444,14T +2 44.4"
11- 3n 4nal S -2344
4054045,5040 6 +0204 14454440240514 -1 .14540444.67n*4.0a 113147
mpwad 1r 0-44 4 -1805
Pag-e 7 of IT
Page 85
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 82 of 192
Table 3H.6-8: Results of UHSIRSW Pump House Concrete Slab Design (Continued)
-~~~~~~T LSGO0415 Do moo -nfLt4
I ____. __________ ___ Pr..4 tlsh,•m T5'+5+n.51*,A W Tl-mal dft h".G- 4j Afitl4 0 5 L''d [ (I ']
N-j I M L dl I a)
-+7K-I-n~5 11540 1.4 . 1.4- I- 1.7W E+G010l051104G4 J 104 J -174
0404010
1151404G1a. 1 igo 1 -i'~
•V•
E -0u0074 110'41l G ln -4 -50,,e ol~ln1.bo 117417 1.40 •l1.T + 1.77 .'F _____0.____
mora j In5 11in,- GMSl -407 I
- 154lnl ,,01 I 4 u n G a. 17 -57I+W1010nl• Iu 11544 D +F +L+W+7.+To+0 _____ __"._
G-n1 O nllIS 1Gladr+ IS -.041
1. -4T1-W-O.M 147 4M
+51.w+wOord 11544 D+F+ L-K'r T-RE0015 31n11-4 Grd4- -74
_x 10 - -319441 .4(8-'M
74 l55O1 1I.. .IT. l.4T0+I.1410OM-. OIl ma .a 12 4.00
1.74- ~- ______ I.A1.TI11+05 14T 5.5
5W101 IA44 1115 1.40 14 13.50.7+.
51100+1i 5' 1120 _29M .7+05a- M Ila,4 GaO 95' 55
=MGWI*Q 41+5501 1150 Ga F4 I.1-K-5'- I
w1.5134a1 11775 1.4D+1.4T+1.1+ 0.5H E434010 1550,0400051 J 1804 J -424
004010110411040+55300 Im 802
•V4,.
MG•Con,110. T 41+44010111510 GaIt -1111 -0
++¢•n~gl5m050l0r 1175 1.40+ I.4To+17 + 0.gMin nm - 1111 12ff
0+11,d+4S45 11775 MG+FC+17+T+ -_ _-E"
________ Ih54G 1151110 11n*5r+ 55' 44
I...1.40 - 141`1 - 1.M - 0.0 147
+5+555+d14 -d 11715 D+FnC+ L +K4Ta - +4"E++55'015 + l -440 -1041
0101n,0 Gmd~rlt .401l 143
Pamae of 1
Page 86
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 83 of 192
Table 3H.6-8: Results of UHS/RSW Pump House Concrete Slab Design (Continued)
.T- Shear .. mi.OgnLo.4i L Axiald sd Fix-v Load Wft Sheet Loadswc T-g Loxds
p444I fnx PI-Aod. l8a0848
.. Th I 9 i.0lng Axial 14) Fk 4) Load Q A) Load a
•, •C01 bhl88410 CO884808 (Idp•o8- I al-lpo I f Cmbb,.tlon R.bl1a98on9.6 O.IEkrips IIn)xa t.axxu wkp t
I=,5 1.4D +.IT. + .7F OM -Imx,,a mdu w • 5 -114
Ma, Cx•a ,.O Ekn0 1,ThffTIl 4 d -IM88 -.1W 3 rMMdkV 11912 1.4+4To+ 1.7F7 -0.g
xx•at vkn• caaawxdlt -1sIM IM9
I", 82 we x.n 9.n I I2 - 1
o0892n*148474 13248 D*F*LOr TaSOR3OE
M oont •0 E9740dln ]4.7n403, alGa t -44 4726
m'nm0n832 o8 13251 1 .iF4D 7t1.7 W
i84 T(1.11H1 E4089l2oTh88144011 878 w?88.8..povdh 12 11988 1.4 .44TO 1.7F+ 08.
988 C88rnp8842l Ex40a10 04a-af t -,on 1070 I1008788981Ond1n 12132 1.4D÷104TO001,7F *0,9t
htIn0udin 31*114 G04.284 -1079 312
-lVI - I.40014T001710038R 184 18..9944 4o01.40t81 E408u7ng1138n1• G8d1t 212 -1408
o081ond0n1 4.45 11919 1.400 14F0 471.T32n59 9,2g 383ln4 848 212 -. 403
- 404432001.man E-7 .14n8J 504.n0 .170 .1405X80Sn l 11419 1.401T0017F00909: 0o1np4894o 9nd0n9 3.-n9- G0dl0nt -173 -188
• 10 T~p N49l-3u81 3.6-130 497XTi.4on9 94E082417h904.41040.1 3572• -0488 -.
W -M.dlVg 118M2 1,D 1.4T. V .F + 0JMl2kk 1 83 4 T0 0 11188 al0 3503 -17
932032114888827o E44.9140Tl84om8848.91 -1101 -379188Th.03ond8n4 11802 41.41;+14To0+ 17fF0+0.9
41o2e24 9084014 Ti88114 G0d4.tt -1132 1287
12-V-. - --- l1.4T0 I7F0091 18 24MM•X •'•t *r• xdudbV c1ma ." . -
-- p8d0V 13240 D+F÷I. H"T808R04E
Max 4,O4484049 94084014 0ull T~188,4 32.9.0ll -149 -2001088987.94.9 13240 d G00F0I -a,7 30
08.2804 114;03 lA4 *1,4T00÷17TF ÷0,04
.1148l4(•~n 113]18 l3D ÷1184T05÷.1.738270.73
M88n214t4 E40ud4Th"119n 32.90 .-101 .118
IS-V-. D+ OFOI.04H80T40800 RO1 5 32.32i T9. Exfkl d3n198414188189,9t 1737 -24M
3248,994410 .9l 11414 A 1.494To0+ 17F ÷0321____32.91o " Inc-ud0 "418n8l -4 1718 -416
i88 988r, 8l 4014n 148844a88 Gadll , -188 -148axioolg 11918 140+14T00 ITO 0M 0,_
=50* 408d0 I8470.48 iadI a •231 .8-I
Paae 9 of17
Page 87
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 84 of 192
Table 3H.6-8: Results of UHSIRSW Pump House Concrete Slab Design (Continued)
£LoVIW40303IINJWr&-133 DnlWp Lo.fl . l-D
I-n Ls-W Orgd~tr L- ATi' I M LOW nI'a LoA a T- a,0p (LaO
. c - i -a n • ( It 0 ft ) " M I It 0) C - bs t 8b C c b lo o DPIRI L-ft VIPd.(U I ft)
1210W 0,28d3 T GraO WA WA
cnl• noT l gade 121240 1 A4 1.40 11 1 0IA 'AT.rnal 12125 _Q 0- e 32 3n18
MjC( ~ ~ ~ ~ ~ E - -,INri~o .1o'IGll 10 110MIS I.Q~o~n 1228 1+D .4T 1.19F - AIN I'
ixMom30wa.3 12100* Ea- WS9eIl WA WA01034 121240 FAD 1. *Ln a 1.3 I.-
• Mcil 120g/E-Vtdr Mi 1i ~ll A _A= - M -I~ 121/ D+F* L 'T.÷Rft
cwnwý 12120 440031 ThesIl WadeO -19 2750
M30T510d 4 1114WA 140 ÷ 4To +1 o WA
11s i ~l w TiIS WaJ~mde - 1730
~a• Canlpa03 Eo0l l~nO t1 anQ1¢ -lO90 -30.2o 1 11141 1-=.I .04To01.A3
rnIm-• F 0 T 110 -n•W -10V1 1241
11143J 140147 0~0 "lselI in- WA WAE25 0T 4h 111339
USll 1115-- 486 1-4O 1.TO + .7F ÷ 0-M
a inionase a~ 11140 Eo• ThEirS Or 0o WA 201
* 02OW~~~'339~S 111409 5001.010
i 1130 klW~31Tll,•lv * 3,L - 2890 Ter oa Soqdi Iulud le IS W sl• 319 9055
w an.n gM1t 4I,= 1.14 I AT* + 0l91Imo1ment I400 Th1eTIS tdot 319 972
Mn Cosn2 E242d03 TheirS WSA, -1,540 44540n-alavn1 l 1123 401,4D÷1To.I 1.Fo•0,30
94403n110-Wader s •n -104e1 110
1-45-1 - O-FL-W Ta.R - 53 3.12Wanis , 4 1E h 0sSTIR E 5 1.104040 ThIISl 02i9ml 3 1301
lx tl•41 -48 -114F 21W
aralJo40 020 "nwsssd WSB 03 131
1a30n-ln 11312 14001.4T0Ol71200i 301- I-, 0slo 113015 o FWS9+l 43T0+-301E
as Csnnas 0001 •nIeI tol* -13 410440-1i4pon03 11972 1030 - IAT.o 1.7 O.1 arnom• In~~MVo 11•mm 1r• 4OO ei
111-S EtaO3
ThemrS airde -116I 47l• # 11Ma 1.05D 1.00F + I.3L 1W. 10WkkThe W I2
08903 heirS tat 2 I1
Ol03 TheirS toda -178k~~~~~x'M JUm 13 O÷÷~f T*O
Paae 10 of 17
Page 88
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 85 of 192
Table 3H.6-8: Results of UHSIRSW Pump House Concrete Slab Design (Continued)
0ogk1=82801 R4014501.I Dutig. L..d.-._ _a D Ig
4W W14 FW . LO 2 hl.2m S 1,-, . I n0r2 T - -.
CO-balln.I. Co.Uftn 403 I Sh ftfl'l0'(.WgO[ . f d PMIM iMdIIt
MaW45411957
IAI - IATo - 1.7F ÷ 0.1iAudbr• ++1710l l1 t 43 t -2
Mao Co10.. ll EX- ThETI Gral -1151 128
w TS+1.14 1212M ¶00+1 -1011.3L+ 1.3. 1WO 12T_
- t 40 2 111.3 G-adlat .1152 980
hb/lAx M .113 1181 0+ F+L +-r+ TS+ Ro'S - 14111. al 18 1
90332fl.h Gll 5 03
1.Q -1I4To÷-1.77+0 .OM IN
-- ,amm O-+F +t + r +T-* t • 50132032 ¶11*1103 Gall J .03 W~
I -87 I 0367
i10 1 f)-,, I E - 1 M.&131
l01l.WO 13103 1.40A14T0+ 1.7- ÷ 0.981118811. 4030332 015+0 Goat• 7r4 M
MWC...88II EkOGQT*10 V -In3W4 88..8M1pW 13145 D+F+L+1W7T-+ROE4
Ifill9013321211103 SImdl -183 52
-I-I D .F +L+ W+Ta.+ 110 12.+0
43+MIUV03E4d0 031.I13 Oladll 4e5 1480M Mn dh131"0 1-4 A1.4T 1.11F ÷ 0M4
i0 W fI 13103 I.400IATo I.71 8- _______
M~ mll wl 1314 1.4il+ 1.4T0 1.7F 0.51 91a3 51. Ga413 -lSM (0
121171 50032~n 111.110 0.15 W4lA WA1, 1.0 ,r 121131 1.4 1.4T 1.TF M IN,
12113 incl.11TI Gall 14,03 70
E,4Gll1.lI03GahlOm~ -477 74.V10110ond2 12103 1.40 1.4T0+ 1.100* .41
5-St--L___ lAD ÷ 1,4TO ÷1.7F00 III 115. .(3
12117/ 5.03 T11.110 Galln WA WAh32+ Mom31.,RG 121111 D+ F+ L+I1r+ T.+ o+E
03.1nof 12113 h T01111.10 Goatm 033 1511
95151.14 7/l F.Gc~l 111.110 Galat NA WA
88W• flmp 12113 0ncS111.U14nn GuSdli . 1424
471 +tJ 103611 I- 1133601
1,4D - 1,To - 13F - 09HOW03I11.111G 71 I 310
5+003 2111O M8 GDll+'A MA
011. 1451.4•l 16011 ,0 ÷17 17 .H•17 .l.vU GaS.. 113 152
5.03 I..114 Gad. 113 158
0+1F÷÷W+Ti÷6O+ 31 (8)
- -mi•yl 135210 I - A÷1,F .,.N01+Gll.1ilsai 10 WA
In3032 .1i 03T lGI4lt . 1415
page 11 of 17
Page 89
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 86 of 192
Table 3H.6-8: Results of UHS/RSW Pump House Concrete Slab Design (Continued)
£ niFf LoangdtsMnI IRelnf ca Onin Looh
0.F8AA84L T..- Bi-, D..Ig. LaW __S- "1 1dosoAl t T--w•v 'rS)lt
e 1~v I~u•"rlm -r~ PU^ ftNWPrk0 ~ LOW T Gýnal0.0 Low. ýn'l
1 Pl-
7 La "* (0/ fR( L-d Tr-.- St-~9 (918
409r~nC84d991 (kip./I ft M=55I7f"114 ý 831-r ý Rftroan Oni
OAds/89 L-ft(ki" I f)
IkN/ Telliss91 11968/ 1.40wg+ 1v4Tu0÷ 1l7N/A÷ 9115
mossA 1151 1 +11510 .k0V n-5.19 Orad-,t w44 2433
Casx E91udln5 Ths11 N/lt -792 12h/881'9441g~l 11943 1.940 5 .05 +I.3L' 5.39' 1.3WI ItTa
~ ,~, 14A'1.A~'170'1.9 910914 low.5 19sF14 -39 1H
M~x 9641054 h11050 N.4/8÷8.4To -94 ÷771g
11109054d] Thwwro 391*19 -34 1441
d-vThm Gdn -M4 16
DaxTmslon 918555ThI7 N/m•Gal. 442 6407- I0d019 13150 l4D ÷I.TO.7 ÷20.(
-om 91090540w-A-e 442 962
LMs4nf1 93960,4 71S4 N/alt~ -5347 144
519159t4 41124 1.4A'l 14To'l 7h'÷001H
A-m~ 94n46911n544.3*1 -5348 1441
Aldlt509413 9.100954A-A-. 22 15338805809990 4588 1.4D ÷ I.4To 'l7F ÷ 0.96
- 9 T0h775110 A-n 22 1420
* 40a kwm wt0 E4Alh• t4754ThwG14A- -328 1894
U1 or 88.l0I4a09 511484 9'F' L* '÷T8÷ R'E"
.C 9414*11•o 9195 Th5 A- -421 2448
84 4074594, 9374.175 1001009 N/sd~lt 584 454
z- 88.441 11873 1.40'+1.470'÷1.7F +096
39m1845. 99nd5d715T150 A-xl 54 1715
liC•or E'N/0554Th15A- adl -5270 194
42=n05 1103W l.42÷1.470'1.7F ÷0.84
mor455.1 4405 Thwr-4cm -1273 1441
416,9984940 91ren 554 1051'n9 rA-lr I IN/ICl1801111x I054d0 4238 1+4D ÷1.47'/ 7W
1ax M910 910905 lOUIS GA-n I3 1941
olt,890548095338 1.40÷1.4F'+1.7W
4759'T840095l •/EA094udln1 1111 9A- 1294 942
09188014 13147 1,44'A1.To'÷1.77'+0961
- 405 Ai-1111 A-~ 1111 294
94841r509,05. 91x0905T•GrA-A- -1887 2904887 oT•ol 11718 1.44I 14To'*1.77+ 0.I1
morA 90,,d4 1lrn1109A- -0701 15133-AL - I.40'I .A4ToI .7F'÷0.9Hl 19 99
9844 Mo1979.43 9 Excluding 715.119A- 784 114388o8984058,90 11334 9'÷F'÷L'÷ ir?÷Ta'N/' RO +E
94-5o 9109054 A-mr A-udolt 754 9232
M48 M8414..47 914r091479A-A-n -2 128084.3841440 11454 1.4D0÷1,41'÷1.7A1___ __
8891191 1009,54 A-r, GA-h~ -2 1284
Pawe 12 of 1I
Page 90
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 87 of 192
Table 3H.6-8: Results of UHS/RSW Pump House Concrete Slab Design (Continued)
L-d med Fbxn cads A0 FW 44 T erTl n.) LOsi LoePresidd blnorostse Paldedotniinm
(kp IPS 06 f) Led(rIpsnfl)
Isx Tendon w Eodudlng•mhsnGrad 622 ins3cwneow~ 12045 F'L' n K T, - fO
ewlise Pg31511 Gs• 61Q 1;71
s GlCnpsson Eou-9Th05831I -2 14edOorre5abdsg 12047 1,0'I +106? 01.3LI ÷ 1.3 5W 1.2W+ _____T_
Imolest Thmn• 1 402 915
4-V-1 M mMao loaserlt e45 Exhf Thsn11 Gralst 334 2525
62l560Oc90dS a 12-45 D÷F-L'8.Te÷Ro'E"tro83o I l beetle asan• 51, 331 9
Metx Moot wi• E l Th•ere1'd G0alt -124 1838¢oelarpondgdd 12045 D0F-L1Te"f* To-E
cengnesnd98340 1lad otelre -113 1403
CEotkaor Gait -1050 2e403'el~mmlg 11637 I.• e11Tol + 17 +0.3
5-V I T W1
50ia60T*1~9dl da 11838 D +F+÷L÷ l +Ts+ o'+E
Gbso 90314415 Thatt Gsio 17 301
* Met tdomer 1451 ud184 ThssM• G~dket -38 931=E teeOnlitoedbgi 835 1.40 + 7L +iiW.
Obo Tneno Eooioknb tlsiidGrdnatS 620 484
moma~ent Eofdre 7h8"m8 Gtaas-t -1022 15M. 1.i40 0•'Itno 'in' O.G 164-9.60
wa60 1d9d 0 1.40' 1.4To l.W
m0otoe ihladtgn Tlls-ii Gui.• 610" 21316
d-von-31
Moox Moistd 045, Eockfag Th5'lGra4,t -24 2151wiereoidlteiod 13244 1.40'iit'17L'iH1.TW
bmslon Indu.nVwl n~~• I1 2116
oot eewith Exd gllsla G -21 1597
..-omlsod, 13M4 1.40 1.7F -1.7L *1.711 - 1-T
9508 Tes•o0 E4Gdt• mnesS Gedant 641 388oeipaoning 11M9 1.4D ATot 1.7F 0.8
W -o. k21U Gas 650m W 1403
siesisoinlaig 1213 1A40 1.40 0iF .0G
-rmndn 9830* 1981 DaFGaL -95T0 130÷E
o3tefleeo 11501 D+'F.+L'+ "?'7e'O+
i lit- Gait -15 35
Page 13 of 17
Page 91
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 88 of 192
Table 3H.6-8: Results of UHSIRSW Pump House Concrete Slab Design (Continued)
tLongllI/4 ft18975m ODslg LogfW=ad.I Lf
7. i i I I I 1.94 ITh. m7 I O rl.09 4O Lo.44 159 A ft l( 4) Fl e- re(4) Load In-.80.9$.. SS..7J (4) Lo4)
Cm n9n494/. os~,S17.r C~blnm..o R.4149r9mm 0.11 Oel
(kis nI ft) L . (lp./ I It)
Ma+ r411. 41+03174 09.5/SrOla• t 1790 19
11 7_ I 1.00+ 1.00 +1,L 17091 II- 1 2Th -1.-719.1.9 .IT. 1717+/ 0r9d 1149 3027
Mnarw/on s.42/o 424.*Klg T• hsl/ 07.d45nt -1071 9
w/o907fls97dk9 11901 .0'O~I1103
--Vt - - 1000I. 4 + 1-3l0.911 -841 1M.
44Mn r7W9./3, Etx,,,e "rl77/ Gra/I 327 9090
mnO 120'0 D, FC Ll+h" K +Uf-Ii38/ 3+55T1141.775I0,931.l- 310 3139
46+439,or3t43 E+9079 Theill Ga/In -2 78809on78q~odbm99uda 12080 D941,CL7:+TB 9+R4
9.1933e95o 9+940191117 . -12 2487
12109/ E+du4ln9Thr WA W/A•. ~ / 2124V 1.D I .T .7F ÷0.-•
12125 43ud841718S ,1 le 1021 3071
M. Co9.79/ 1n E V l GIaII nt 943 4• wl90oor~wndht9 12129 1.0500÷ l.9F 1.1L÷13C H 041 3W9+l2VTa__
.0 Bottom No894-0903 390-19 7-v-I. - 9•,/99844 0 90- . 8
9o1111 01on 94S 7 2724/ 1-41r ÷ 17F * T171- ÷ 17H___1_
T/ 0 12125 1d.7.19 117/all/ h 35- 3478
M• Mme•*• 1moJE-dV0• WA W, A=M=Q=~bl ;~a 121242 D÷ F÷ kL' ÷T.÷ -Rft-
¢nml; 12,2S i1-11re akt 19 U759
1 1 14= J E x ad uflt ng I / S .- / t W A W A79T794n •d• 113 1.4 + 14T0rl÷ 1r7 09H
• t 111W 4 IAIP. •O
111599+9l g11,n,./Slm319 900 1780
M • a./fl/ 549/0 17,-S 0.5. -1092 42
Wd 0or 7/ 11141 774 I40 4To 1.7F+09worn 9+ "55 lW /SO39dl3l -1093 1341
77719 ll9+91937S/t/ Gral• 109 2071114•J E "4. Gmý n WA WUA
9090 r*19 771115/ 1.40+7 171t +1.70
77771114 4+9/9I19 37/airS Ga -28 99
K om 308.-133 7-8-H*T --- 149749771+3 3 0.11 (09812) -
_4 AT .
Pam 14 of 17
Page 92
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 89 of 192
Table 3H.6-8: Results of UHS/RSW Pump House Concrete Slab Design (Continued)
!InaI Ra rdoPr.o.d R.Infa Pr1 RDi2i
pLad RaTdnols0 P10014. 0.80,50-P.1 1ý/ftj J Load T0.n00l Oradlsod Lo0.d0n0 43a1bi4
) niom14
) Load Inp34nlS (Inf, 00 oa Tmfo• I Shamr(IInm'
0 C ll (.ndC M Cambslon Wtm CM.ab bhatla Rahdorc Ot0 kAlI ad F :Loas ) 4IroOhdsads(Idps rusos..Sht)
t
lAX Tau00,¢ W 34 Sod~j a?)al l Gdsnt 17S 2
-W-900.o 0024 DOF C.L1hT7R
In5L d011. 01500 -20 40
-WS 3.-- DOF+LO HI÷TaIft0 a 2.5'
Ma1 .0l7340,d~ 10310 10005÷1.0SF ÷1.3L ÷1 01.0H 010W 1,2T
amw-sm 10010 37
W1t I.oM LOW o C103 2L ..0W I.M1 231
h321. W mr0ls0700 210 -Iw
MO Coe-oaAon E.00TVr nI0t -148 3Wi = -•olsoll •5 D +F + L+H TaRO+-
010I0S8Tha01. GIadsI -120 0
D+L F +L ÷ T. + 2+M.0 M~-3•40 • E0 Qa-t SO 35
o0,300ona43 000984 1,00•D+1W• 033.,L 1.000+ 1.3WN÷ 127 _____
1110a0 nf.0V 0 -54
- 1110 a3 1O4407 DOoF-Lo+foT. -00001
2 T.0G0.
a 000n~o00,a 1031 OOF.CO003 000E -In,0T,,,• n1 -
---- ~apnl1ng 10.31 DOFOL+ "T-O +E0
1003,.OoAN3 00.06 2-L-OOo-loao005 4 00
-Va 1M.n, G00d0r1 lOS -2w/¢11a014qonll 100317 1.0 +F ÷1 L 10001001*T .÷________
00,030 kflaOd Th" 00a7 301 12
cwrosp-v +wi F.O +. 131 I.-r 1T o
3 4 r~o10 101 F L T . - I+T +
5W 1 d• t,1 . OtlI In 41Max Mo,., 00kh 1M01 -M÷ F+ L+ 0+ 0I I_
500000•0 01304 0130.01 0 -20
a2.Il0od0n1 10017 150÷1.OFO4.1.3L 0 0005 .3•1..T
11100nl00011.100701.. + .7-0 1.7
Page 15 of 17
Page 93
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 90 of 192
Table 3H.6-8: Results of UHS/RSW Pump House Concrete Slab Design (Continued)
~m G94~ ~ Fm0 e~ 1~ ~ ~ R~ll~oaw.2Pros4.r ma+0
1 2A x i a l & F a lW . 3 9 1 4 4 l ,r ooý4 5 0 3 9 ~ 5 1,-pa , m m .o o.f T .. m. - 2 3 ...M . .i L O a dT ... N . (
=3=4,T 109D÷F ÷-W-T-+Ro+V
E-V4la0Thr1ra9542 3
91541gTblwnd 0149ft 384 -110
rol NlalllOouUI 3125-130
l/crao N 10495 D4F +LL 11' 1 T. ft -FI 0400919 IbTiam 424-0444 44
'Nonm Dt F 5T3f4923M/0n1924 •10495 0*F L+IF.Ta* ~940 U Mt ___________ 945*1 llwallam 59 19
D÷FL÷H'T1÷-+E M 3.01
- --Mwmfbl 10995D.FL÷-T-• ý
kndktv "r ý~~ I.d~ -M2 I
+ 4 + + 4
0013949*14 9924Ex-flt h a- l 9 I 179 2
I~ludg • 210 -81
I-
moment~E- 1-du "rln' In 2 4
Mt.•0~~nl Eod,.iomln T 09.30 99dlt e I
22d09,r4lpodkW 1953 10+F+L+l1,TT.÷00.0
D~ -
F - L+ -' Wl -RT - t-
Ma oed• 10496 1.95D÷1.05F
÷.23L+ 1.3H+ 1.W l
.4.T1rT
al o
4
_ trIII_ -
En.d• "n
13
-47
EXI
T-v
Gldn
-2
3D+- F÷-L - H* -Ti÷Rft w 2ý
I2
0'
- -.- Moet-dh 94D+-F -L -H - T. Rft÷-
0+4T.fth ý G.- -23 31
In52491h0m411G3243n9 -14 -00 •
2
-5l I E-4a 1 319.139
IN., 1...alo 04+4, 1-3,9 -1-442 119 1-42.t "
INa49, 20495 1.9501.5 -1.3L -1.311 1-.35 I~
IN.-i D -0F -LL +T11"0T. -9ft.42
oat I +45 42011a950 14517 I050+195F+l.31. 1.3941.395,1203 _______
012* [ 9004*9 104,993.95 109 .21
40+04522=-I 04454*1919022450+393.10 40 1
,24031404*29 14519 1390+1950 .1.31, 2.3l2~ 2.3W~ IOTa ________
0452=2 914549519 120222* GaO .02 I
0.220244219110212953932=0 97 97am 20329 l000+195FISL.104.1319.lZTa _______
_____________________________ j 4454*19 12322190900 295 19
I 00454*1912022295 37
OF÷ 90Ta . 00 .' 3.81
a I -I I. 0320DF÷L-1ITa4P0+0
I 944*9302195GK• 3 4
Page 16 of 1T
Page 94
RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 91 of 192
Table 3H.6-8: Results of UHSIRSW Pump House Concrete Slab Design (Continued)
a- Loogk8.odln 8.Rdot-int Design Load. Tronnotaaa I. 858.8 D.19 Lo-d.Axial0 and F-. Lods. Ilan. Shear Iota - R .... t Tmaa 8.... .
E Povldlad Rolntoro efnt P rosldd RMaail, • = i~pla(slTninsweran Shear""6 ('Anhy)I 1 0 oad TOamo18ad nlart Laadln AOia Fhnn (4oLad i801l. (ot) Ladf iC-bcnaltl Condsmos (kips I ft) (f-adlaa I C-laf1Nmosn 88h% C-blastl008
(k M I it) Lo"• (Mix; I ft)8-osrr Tm..vEom.88..r GIln'It 8'1
+01r101o+81 9817 1.30+D÷1,98F ÷l.3L * 1.38 ' 1.3W÷' 1.2Ta088103 I 0 r1d*nt 278 -138
Coan- Exrn+013183
GuI-I -148 3wIo~ n 9835 FoLH.T
0t 8843 Gradient -127 3
E-a3Tn 1 8M3n0+ t 7 98M1b Mo31a18nd1h 9884 1.050+ 1,007 +1.3L + l.38'÷1.331' 12Ta
•ada - -s~ .nu~ -1 n D- - - 1 k v aasant M 5
0T410l 1.31 D + F+ L +5 -T.-
m ~ ~ ~ ~ kaf Mddg•Gdn • •
•0 M Co--mo -xN --e -1.• 3W amw8 v 1-3 D÷ F ÷ L ÷ 4r +T8 28RO -
.0 8 4081 8 -287 33
Ob•.ion Ex~dol~w 83803 2836 IZ
M•X • wl~~ 1-43 D* F- ÷W T1 ÷ R E"
bkunlg 3w1183a Ft 298 -13 -42
Mlaxom~on58toll 15831 3'+Fo÷L'10.'Ta o 8308
axiudi -a -• 3 -2
S 8.I~33d1+44001183 83800 3 -110
ft 8~8Io,03D 1833.o'T+L+R7TE+ ....
0+•10+m44+03an T t•al -13 12
w 1Owap- D+ F ÷L W H'T, ftO EMa180or81r81w831 15833 3D F-LL+'+Ta0 8 308
011080n0t0n 43039 308081 t -o3 -27+0189831+389 780311317'Ro
(2) EachrenforceenliyoutdlaW•is dided ino renfo*ýne ý oe. The raln foranantý wfWMin a,, jlm ni aa folo_ H* = hor~onial, ank= s~al, °-V =" ,,,,inadil minfo en "-" n= nna an•nn Ng rnnamaa IW ýat.n ni a ý -dn
+ 0nta fo any odco inon das1 - ir-3 into +P3ng Cel
9 78 135 I+FL.+ToRo
(5)" Therpotd npl shear is ft• nuaxinu 8awrae In-pane shar awon a plane that cssass the Iongktuinai inW - Izne,
(7) in ams hrehriotal andI vertical tn-m ~he zones ov,,.p the toatal 1-nsese saaar mnd-rneorte W be wWo In th ýfpph ane Is ft w, d he minfi- mcin kor ft ýI •
(8) Fm •rtin - dft astra. ftestandlnlardenementpnxaamceng rnýoswrtoo . Foruhcms detaledme-I ~designwas perfoned andft des~gn oas detanminad by t • •a aa gn apýIn f lebI.
Paae 17 of 17
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Table 3H6.9: R.esults ofUHSIRSW Pump House Beams and Columns Design "
Design Loads ReinforcementE- Axial (ips) Moments (ft-kps) Shear (kips) Longitudinal Stirrups
Load Combination Maximum Forces 1I _ _ Remarksi -pj M2 M3 Tomion V2 V3 ; ; --
eg e_?
498 1.4D+1.711.7F+1.7H÷1.7W
Maximum axialcompression with
corresponding forcesCompression 716 59 63
3#4 3#4
@ 1" O.C @ 16"O.C
5,E
LO
Xb
484 D+Lo+F+H'+To+E' Maximum M2 moment 1718 2066 2456 63 3#4 @13#4with corresponding forces Compression @ i6" OC @16" OC
Maximum M3 moment 1586 1795 2604 6 #4 36#34w4it corresponding forces Compression @ 16"0.C @ 16" O.C
384 3#4486 D+Lo+F+H+To+E Maximum V2 - - 98 63 @ 16" O.C @ 16" O.C
3#4 3#4486 D+Lo+F+H+To+E' Maximum V3 98 63 3
@ 16"O.C @ 16" O.C
Local Axis definition:1 = vertical2 = east-west3 = north-south
5041505 D.LO+F'-H'TO.E' Maximum Torsion 621 63 3#4 3#4
@ 1W"O.C @ 16" O.C
C85to
Cl)I
Maximum axialMxmmeit 3559 904#4 2#4518 1.4D+1.4T+1.7F+O.9H compression with 396 843 90 4 284
corresponding forces Compron @16"0.C. @16".C.
Maximum M2 moment 2751 48#4 28#4496 D+Lo+F+H'+To÷E' Madu 2mmn 71 4165 16510 9 # #49 with corresponding forces Compression @ 16"0 C. @ 16" O.C.
Co
E496 D+Lo+F+H'+To+E' Maximum M3 moment 2581 4088 16604 4#4 2#4 Local Axis definition:4 with corresponding forces Compression @ 16" C.C. @ 19" OCC. 1 = vertical
Q 1 2 = east-west
N 46 D M V 2 - 4#4 2#4 3 = north-southDLo+F+H+To+E' Maximum V2 297 @ 16" CC. @ 16" O.C.
496 D+Lo+F+H',To+E' Maximum V3 - 297 90 4#4 284
4761477 D+Lo+F+H'+To+E' Maximum Torsion 684 #4 2# 41 @ 1" O.C. @ 16" O.C.
17 D+Lo+F+H'+To+E'Maximum axial
compression withcorresponding forces
1523Compression 2257 1497 152 4#4 2#4
@ 4" O.C. @ 4" O.C.
Maximum axial tension 4171 4#4 28419 D+Lo+F+H'+To+E' with corresponding forces Tension 190 13 152 @ 4 CO.C. @ 4" 0.C.
81)W
;t
16 D+Lo+F+H'+To+E'Maximum M2 moment
with corresponding forces1468
Tension2487 1570 152 4#4 2#4
@ 4" O.C. @4" O.C.
4. 4 9 4 4 6 9 4~ .psxarrsxesennuron:
17 D+Lo+F+H'+To+E'Maximum M3 moment
with corresponding forces2183
Tension 1759 1978 1524#4 2 804 21 = north-south
@ 4" CC.1 @4" C. 3 = east-west
406 D÷LoF+H'+To+E' Maximum V2 416 152 484 284I~~~ ~ 4- ________ @ .C. @ 4- .C.4#4 2#4
16 D+Lo+F+H'+To+E' MaximumV3 308 152 @4"O8C4 @24O.C,
401 D+Lo+ F+H'+To+E' Maximum Torsion 245 1524#4 2#4
@ 4" O.C. @ 4" O.C.
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Table 3H.6-10: Tornado MissileImpact Evaluations for UHSIRSW Pump House,
Minimum Required Thickness to Prevent Penetration, Perforation and Scabbing = 12.9"UHS/ RSW Pump House
Walls and Roof
Minimum Provided Thickness = 18"
Shear controls.Roof Maximum impact load including Dynamic Load Factor (DLF) = 168 Kips
Pump Minimum capacity = 188 Kips
House Shear controls.
Overall Check of Walls Maximum impact load including Dynamic Load Factor (DLF) = 900 Kips
Impacted Minimum capacity = 1772 Kips
Element Fan Enclosure Flexure controls.
Walls Ductility demand = 0.522 < Ductility limit = 10
UHS BasinShear controls.
Basin Walls Maximum impact load including Dynamic Load Factor (DLF) = 319 KipsMinimum capacity = 402 Kips
Equivalent static impact forces are applied to the FEM analysis of the UHS/RSW Pump House. TheGlobal Check analysis results presented in Tables 3H.6-7 and 3H.6-8 provide summary of the results for all load
combinations including those applicable to tornado load combinations which include missile impact.
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At-Rest Pressure (ksf)
3.0 4.0 5.00.0 1.0 2.0 6.0 7.0 8.0
5
10
15
20
250
C
Lu
• 30
40
C,
0
4• 5m.E 40
45
50
55
60
65
- Total At-Rest Lateral Pressure
_____--Static At-Rest Earth Pressure
- Surcharge At-Rest Pressure
I Hydrostatic Pressure
- Seismic At-Rest Earth Pressure
Figure 3H.6-41: At-Rest Lateral Earth Pressure on the East. West. andNorth Walls of Pump House
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At-Rest Pressure (ksf)1.0 1.5 2.0 2.50.0 0.5 3.0 3.5 4.0 4.5
0
5
10
15
20
9 25
U)l 30
0
'U,t
0
GI.CO
= 40m
45
50
55
IAIlk
-Total At-Rest Lateral Pressure
- Static At-Rest Earth Pressure
-Surcharge At-Rest Pressure
- Hydrostatic Pressure
- Seismic At-Rest Earth Pressure
__________ __________ ____________________ __________ __________I ____________________ I _________
60
65
Fiaure 3H.6-42: At-Rest Lateral Earth Pressure on the UHS BasinWalls
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At-Rest Pressure (ksf)6.0OX 2.0 4.0 8.0 10.0 12.0
5
10
15
20
25SU
30
35
t
C:) 30
40
C,
-Total At-Rest Lateral Pressure
- -Static At-Rest Earth Pressure
-Surcharge At-Rest Pressure
-Hydrostatic Pressure
-Seismic At-Rest Earth Pressure
I I
_______ -t ~ + - A
I
N
45
50
55
60
65
-I * - -- i
Figure 3H,6-43: At-Rest Lateral Earth Pressure on the South Wall ofRSW Pump House
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At-Rest Pressure (psf)2,000 3,000 4,0000 1,000 5,000 6,000
0
10
0
0u 20
30
C,
0
0
0IX 0
40
50
Figure 3H.6-44: At-Rest Lateral Earth Pressure Dia-grams for TypicalSection of RSW Tunnel
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Lateral Pressure (ksf)
2.0 3.0 4.0 5.0
0
5
10
15
20
S
S25
30
€ 35
CO
C 40C,
0
45
50
55
60
65
0.0 1.0 6.0 7.0 8.0
\ - Total Driving Lateral Pressure
- Soil Active Pressure
- Soil Horizontal Dynamic Pressure
-Soil Vertical Dynamic Pressure
- Soil Surcharge Pressure
- Soil Dynamic Surcharge Pressure
-Hydrostatic Pressure
- Hydrodynamic Pressure\
Figure 3H.6-45: Drivina Lateral Pressure on the East, West, andNorth Walls of Pump House (for Stability Evaluation)
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Lateral Pressure (ksf)
1.5 2.0 2.50.0 0.5 1.0 3.0 3.5 4.0
0
5
10
15
20
25
30
€ 35
Ca
=40
45
50
55
60
65
- Total Driving Lateral Pressure
-Soil Active Pressure
-Soil Horizontal Dynamic Pressure
- Soil Vertical Dynamic Pressure
-Soil Surcharge Pressure
-Soil Dynamic Surcharge Pressure
Hydrostatic Pressure
Hydrodynamic Pressure___________ _____I I
Finure 3H.6-46: Drivinq Lateral Pressure on Basin Walls(for Stability Evaluation)
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Lateral Pressure (ksf)
1.0 2.0 3.0 4.0 5.00.0 6.0 7.0 8.0S - S - S - N
5
10
15
20
i +
-Total Driving Lateral Pressure
-Soil Active Pressure
- Soil Horizontal Dynamic Pressure
-Soil Vertical Dynamic Pressure
-Soil Surcharge Pressure
-Soil Dynamic Surcharge Pressure
-Hydrostatic Pressure
-Hydrodynamic Pressure
_______ ________ 4
i i
v 25S
30
LU
( 30
I..35
0
40
45
50
55
60
65
Figure 3H.6-47: Drivina Lateral Pressure on the South WallfJ/ll[•l• I [llJ t • J J I t
of Pump House (for Stability Evaluation)
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6.0 7.0 8.0
Lateral Pressure (ksf)
1.0 2.0 3.0 4.0 5.00.0
5
10
15
20
- 25
30
ۥ35
40
CL0
45
50
55
60
65
- Hydrostatic Pressure
At-Rest Soil Pressure
-Total Resisting Lateral Pressure
Figure 3H.6-48: Resistinq Lateral Pressure on the East, West, andNorth Walls of Pumr House (for Stability Evaluation)
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Lateral Pressure (ksf)0.5 1.0 1.5 2.0 2.5 3.00.0 3.5 4.0 4.5 5.0
0
5
10
15
20
- 25
U 30
40
C,
50
55
60
65
60
65
N- Hydrostatic Pressure
- At-Rest Soil Pressure
- Total Resisting Lateral Pressure
Fioure 3H.6-49: Resisting Lateral Pressure on Basin Walls(for Stability Evaluation)
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Lateral Pressure (ksf)0.0 1.0 2.0 3.0 4.0 5.0 6.0
U7-C-STP-NRC-090230AttachmentPage 103 of 192
7.0 8.0 9.0 10.0
0
10
15
20
• 250
U) 30
(3350_o
0
• 40
45
50
55
60
65
-Total Resisting Lateral Pressure
- At-Rest Soil Pressure
- Soil Surcharge Pressure
- Hydrostatic Pressure
Flaure 3H.6-50: Resistina Lateral Pressure on the South Wall ofPump House (for Stability Evaluation)
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I0
I
--I I
I II II II I' I I
' I~.I
' I II II II I
I III I
I j II II II III I
] - - - -- - -
* I
I I
I I
I I
I I
I I
- - - - - - -I I
III -iII
I IiIII 'I II I
I II '
I '3[VI
I I
-; ......... -r F-
5+L.6- 51 : PtdPO fS R7(0FINORTI/.SOUTH I•iE0AC[M[NT ZONIFS
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FIGMRE 3H.6-52: PUMPHOUSE NORTH WALL LOOKING SOUTH
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FIGURE 3H.6-53: PUIMPHOUSE NORTH WALL LOOKING SOUTH
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fr W" "Hi.ýA-Lm WirJ mniRTIW Whit I flKIN( MAIITH
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FI wt..Y1i'.b-:)u: urum tl NOKIRT WALL LUFJRI.bLA UTI'
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FiMME 3H.6-56: PIWPHOUSE NORTH WALL LOOKING SOUTHTRANSVERSE HORIZONTAL REIFORCEMENT ZONES
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S
FIGURE 51"16-57' PHOUSF EAST WALL LOOKING WESTHORIZONTAL RflNrORCEMENT ZONEC
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FIU 3H.6-58: PUtWIISE EAST WALL LOOKING WESTyERTICAI REINFORE KNT ZONES
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FIGURE 3H.6-59 PUPHOUSE EAST WAfL LOOKING WESTHORIZONTAL REINFORCEMENT ZONES
M,---
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FIRE 34H.6-60: PUMPHOUSE EAST WALL LOOKING WESTERTICAL REINFORCEMENT ZONE'
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TRAMSVERSE VERTICAL AND HORIZONTAL REINFORCEMENT ZONES
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Il
VR--- F .GUR• HOR-O2: PUMPIMJSE SO NT- WAZL LESHORI1ZONTAL RE1NF0RC[MENT ZONES
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FIIURE 3H 6-63 PUMPHOJSE SOUTH WALL LOOKING SOUTHVE•TiCA. REINFORCEMENT ZONES5
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FiGUR! 3H.6-4: PUMPHOUSE SOUTH WALL LOOKING SOUTHHORIZONTAL REINTORCENT ZONES
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FIGURE 3H.6-65' PUMPHOUIE SOUTH WAiL LOOISNG SOUTHVRTA REINFORCEIJNT ZONES
M'---
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I II II I II II I II '71I II NII I II I
I II II I I
I II II I I
__________________ __________________ -4
I I* II I* II I
I I
I I
I I
I I
- I - - -
'7/ i-H-T 1/0M, 13-H-T 5-H-T
FIGURE 3H.6-66: PUMPHOUSE SOUTH WALL LOOKING NORTHTRAt•NSVERSE HORIZONTAL AND VERTICAL REINFORCEMENT ZONES
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5-H-L 6-H-L 7-H-L
3-H-L
2-H-L
2-H-L
rI-L----4H-L- I8-H-k.I
I ___I
2-H-L
RGURE 3HI6-t 7 PUPIOUE WEST WAL [O0KING EASTHORIZONTHl REINFORCEMENT ZONES
ESI II'=
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®
RGURE 3H.k6-58 PlJMP5OUSE WFST WALL LOOKING EASTVERTCAL EI•NFORCEIENT ZONES
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FIGURE 3H6-89: PUMPHOUSE WEST WALL LOOKING EASTHORIZONTAL REINFORCEIENT ZONES
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FGJRE 5R6-70 PUdPflOUSE WEST WALL LO[KING EASTWERnCAL AE]NF'ORCEMENT ZONES
M---
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L.
I I
* I
I I* II I
I I
* I
:r,t•
FImIIRF 3W S-71: PIIDHWIIPF WVýT WAI I I fnKING FATTRANSVERSE VERTICAL REINFORCEMENT ZONES
Page 128
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I
FIGURE 3H.6-72: PUIMPHOUSE INTERNAL EAST WALL LOOKGNG WESTHORIZONTAL REINFORCEMENT ZONES
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FIGURE 3H.6-73: PUIMPHOUSE INTERNAL EAST WALL LOOMING WESTVERTICAL REINFORCEMENT ZONES
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FiR! 3H.6-74: PUI/•POUSE R4TRNM. EAST WALL LOOKING WESTHORIZONTAL REINWORCEMENT ZONES
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FIXJRE 3H.6-75: PLAPHOUSE INTERNAL EAST WALL LOOKING WESTVERTCAL REWORCEMENT ZONES
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FIIRE 3H.6-76 PLIPHOUE INTERNAL WEST W,.LL LOCOE WESTHIZONTAl. RE=FORCEEMNT ZON(S
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FIGURE 3H.6-77: PUMPHOUSE INTERNAL WEST WALL LOOKIG WESTVERTICAL REINFORCEMENT ZONES
M---
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FIGURE 3H.6-78: PUMPHOUISE INTERNAL WEST WALL LOOKING WESTHORZONTAL REINORCEMENT ZONES
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FIGI.E 3H.6-79: PUIIOUSM E HTERNAL WEST WALL LOOKRC WESTVERTICAL REI FORCENET ZONES
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I-iI2-H-L
FIGURE 3H.6-80: PUMPHOUSE EAST BUTTRESS LOOKING NORTH& PUMPHOUSE WEST BUTTRESS LOOKNG SOUTH
HORIZONTAL REINFORCEMENT ZONESgu *i ammrz
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.1
I. 2-V-L
- J-7
FIGURE 3H.6-81: PUMPHOUSE EAST BUTTRESS LOOKING NORTH& PUMPHOUSE WEST BUTTRESS LOOKING SOUTH
VERTICAL REINFORCEMENT ZONESiWA . IM a 9M3
I .- ,.t. 04193.I 9 -OI •ID•
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at---
FIGURE -2: AN NORT WA, L LO•OWG SOUTHCHI7'•ONTAL REINFORCEMENT 7ONES
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0
I I * *rh,,,I I
I I
I I
I I
I I
I I
2-V-L
I IIIII IIIII IIIII IIIII IIII
II
III
IIII I
3-V-L
3-V-L
2-II
I I I II I I II I I II I I IIII I II I I IIII I l*I I I IIII I I2-V'-L' I 3-V-I
5-V-L
3-V-L
I-- I |•I I,
4-V-L- 3-V-L
I -
tr
L
. .. . . . . .. U . ý I....... I ......Irvkr-L. .J-1~-I. - 'I. 4. -IflM!4. ____ .1- * -4.~~4. J~L!LI 4- 4- 4. 4. 42r
FIGURE SH.-83: BASI• NORTH WAIL LOOKING SOUTHVERTI•L REINFORCEMNT ZONES
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o~I-1I
4--.-,-,J. -•=_ i
.1
3-H-J
I II II FI F
I IF F
I IF II F
I II ' II 5
41-L I
I II I"IF IF IF FI I
I IIIII IIIII IIIII IIIII IIII
2-H-LF IIIII IIIII IIIII IIIII IIIII IIII
III
IIII I
2-H-L
2-H-L
\ \~
N
N
N
* NNN
-4 . - 4,-,--,-+------+ ,-4-,-+ - I
I' I' N.'
3-H-L ~1
H-I -H- -
F'
t 1~
I F
I F
I F
?W"
*N\N
\N N
IN
IN
6-
-F F- F - - F F F - F - - - - - F - F F I ± F - - '
L]L..d_ -I
L~F.
LmTU •ili I•VL• C•IT•FIG Hro-AL Nut, in L•RE CE NJTl
xt---
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rlGUSE 2L-8. 'BRN :MJTU1 WALL LOOKHC NORTHVEIC/. -t&FOUMN IZONE=
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Ct - FIGlU" 3RM-pg BASIN SOUTH WAML LOOKIN NORTHHORIZONTAL RLIdFORCEMENI ZONES
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FI&tJRE ,3H.-90: BA$IM tUTH WAlL LOQVINC NORTH
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FI AMSLRR F 3 H O-RI B.ZON UTH RAL INFcR G ZNORT
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FInURE H.6-92: RAS1N EAST WAIL LOOKIG WESTnORWZONTAI RESFOAC[MENT ZONES
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FIGURE 3H.6-95:1BASIN EAST WALL LOOKING WESTVERTICAL REINFORCEMENT ZONES
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Hf " 36-96: RASfhdFfN 'AT WALL LOt•dG WESTTRANSVERSE HORIZONTAL RERORC'EMENT 7ONES
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NOTEP-H-L. UNLESS NOTED OTHERWISE.
FIGURE 3H.6-97: BASIN WEST WALL LOCKiN EASTHOIZONTAL REIWFROCEMENT ZONES
Page 154
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NOTE:1-V-L. UNLESS NOTED OTHERWISE.
FIGURE A1.6-98:3AN WEST WAML LOOKING EASTVERTICAL REINFOCX1CMENT ZONES
Page 155
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NOTE: II-H-I. ULNESS NOTED OTHERWISE.
FGURE 3H.6-H9: BASI WEST WALL LOOwNG EASTHORIZONTAL REINF'ORCEMENT ZONES
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FIGURE 34H.6-100 BASIN WEST WALL LOOIOIG EASTVERTIGAI REINEORCEMENT ZONES
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TRANSVERSE HOFdZONTAL REINFORCEMENT ZONESFIQ~~~~ H 1 : NFNWE K
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wwmUwmý
FIGURE 3H.6-102 BASIN NORTH BUTTRESS LOOKING WESTSBASIN SOUTH BUTTRESS LOOKING EAST
HORIZONTAL REINFORCEMENT ZONES
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& BASIN SOUTH BUTTRESS LOOKING ESL&TVERTICAL REINFORCEMENT ZONES
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FIGURE 3H.6-104: BASIN NORTH BUTTRESS LOOKING WEST& BASIN SOUTH BUTTRESS LOOKING EAST
TRANSVERSE HORIZONTAL_ REINFORCEMENT ZONES
Page 161
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FIGURE 3H.6-I05: BASIN EAST BUTTRESS LOOKING NORTH&BASIN WEST BUTTRESS LOOKING SOUTH
HORIZONTL REINFORCEMENT ZONE
Page 162
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FIGURE 3H.6-106 BASIN EAST BUTTRESS LOOKING NORTH& BASIN WEST BUTTRESS LOOKING SOUTH
VERTICAL REINFORCEMENT ZONES
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AttachmentPage 160 of 192
14'-0
FIGURE 3H.6-107: BASIN EAST BUTTRESS LOOKING NORTHI BASIN WEST BUTTRESS LOOKING SOUTH
TRANSVERSE HORIZONTAL REINFORCEMENT ZONES
Page 164
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fIGURE 3H 6-108 FAN NORTH (AND SOUThI WALL LOOKING SOUTH (NORTH(. . .. . .. ... ...... . .....JO N E
N1 ZON
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F"~iCRE 3H.6-109: % WN N nRT wir) ITH WAiL LOOKING SOUtTH MNORTH)
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FIGURE 3H.6-110- FAN NORTH lAND SOUTH) WAL LIOOKING SOUTH (NORTH)HORIZONTAL REINFORCEMFNT 7ONTS
Page 167
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FnoIwR?:" H-111- FAN NORTH (AN0 "1ysom WALL LOOKING SOUTH fNORTH)
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0ZU7r~.~
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FIGURE--- H -1TH&A NIJ W LLJ IN U ITH W L II KING NORTHTRANVERS VERIfWL RqINFQRC~hCNT ZONES
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®I
3-H-L i 3-H-L
_____ A i.
FIGURE 3H.6-t13: FAN ENCLOSURE EAST WA-L LOOKING WESTHORIZONTAL REIIFORCEMENT ZONES
Page 170
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M..,
i 44I
2-V-L 2-V-L
FIGURE 3H.6-114: FAN ENCLOSURE EAST WALL LOOKING WESTVERTICAL R.INFORCEMEN T ZONES
Page 171
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Q
I 2-H-d I4- I
4-H-L 3-H-L 3-H-L 4-H-L
__ _ _ I;,P
FIGURE 3H.6-115: FAN ENCLOSURE EAST WALL LOOKING WESTHORIZONTAL REINFORCEMENT ZONES
,'• ==,, .• .,=.=
Page 172
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TICONCEL 153'-D"
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I -~I
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FIGURE 3H.6-11: FAIJ ENCLOSURE EAST WALL LOOKING WESTVERTICAL REINFORCEMENT ZONES
Page 173
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FIGURE 3H.6-117: FAN WEST WALL LOOKING EASTHORIZONTAL REINFORCEMENT ZONES
"K1i•r=I
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" =I=SUr~
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Page 175
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FIGURE 3H.6-119: FAN WEST WALL LOOKING EASTHORIZONTAL REINFORCEMENT ZONES
rMi M FAN
,-.•-•. =• ,,• =,,=,=
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FIGURE 3H.6-120: FAN WEST WALL LOOKING EASTVERTICAL REINFORCEMENT ZONES
Page 177
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FIGURE 3H.6-121: FAN INTERNAL WALL LOOKING WESTHORIZONTAL REINFORCEMENT ZONES
"mro ma r ,awolf:I..-L n•m • tml[m•
Page 178
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FIGURE 3H.6-122: FAN INTERNAL WALL LOOKING WESTVERTICAL REINFORCEMENT ZONES
s M M =ra M
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FIGURE 3t1.6-123: PLIWIOUS MATEAST/WEST REINfORCEMENT ZONES
Page 180
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R,
FJGURE 3H.6-124: PJMPHOUSE MATNORTH/SOUTH R£IIVORCEMNT ZONES-
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FI0 59E 3H.6-126: PUMPHOUSE MATNORTH/SOUTH REINFORCMENT ZONES
Page 183
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0
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FIURE 3H.-t27S PUT:PHOUE FLOOR EL EREEAST/WEST REINFORCEMENT ZONES
Page 184
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-. 4 4
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FIGLRE 3H.t6-128: pLPIMPOUS{ FLOOR EL W-O"NORTH/SOUTH REINFORCEMENT ZONES
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Page 185
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5-H-L
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RGURE 3H.6-129: U.TIMATE HEAT SINK BASIN BASE MAT PLANEAST/WEST REINFORCLMENT ZONES
Page 186
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i-t-11,......................I -4- - - r
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M--- FIGURE 3H4.6-130. ULiTMATE HEAT SINK BASIN BASE MAT PLAN
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Q
U7-C-STP-NRC-090230AttachmentPage 184 of 192
e 1ý
2-H-L
FIGURE 3H.6-131: ULTIMATE HEAT SINK BASIN BASE MAT PLANEAST/WEST REINFORCEMENT ZONES
Page 188
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RGURE 3H.6-132: uLnMATE KEAT SINK 6ASIN BASE MAT PLANNORTH/SOUTH REINFORCEMENT ZONES
Page 189
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FIGURI SH.6-135BU'TIMATW HE'AT SNK RASIN RASE MAT PLANTRINSVFRSr HORIZONTAL REIIFORC9IFNT ZONES
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FIGURE 3H.6-134: PUMPHOUSE ROOFEAST/WEST REINFORCEMENT ZONES
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FIGURE 3H.6-135: PUMPHOUSE ROOFNORTH/SOUIh REINFORCEMENI ZONES
Page 192
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FIGURE 3.6-136: PJUMPHOUSE ROOFEAST/WEST REINFORCEMENT ZONES
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Figure .2-34 UHS Tunnl PlnSTP .&4 R.v 4
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RAI 03.07.01-13, Supplement 2 U7-C-STP-NRC-090230AttachmentPage 191 of 192
S[MTON 2Figure 1.2-35 UHS Tower SectionSTP 3&4 Rev 4
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RSW UMPHOSE PLAN AT EL (-)18'-o
Figure 1.2-36 RSW Pumphouse & Tunnel Plans & SectionsSTP 3&4 Rev 4