Intersection of UU-UU' of BB-BB' of ZZ-ZZ' of CC-CC' › docs › ML1533 › ML15336A587.pdf ·...

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Continuous rock Continuous rock ? ? ? ? Original ground surface Elevation (feet) 620 640 660 600 580 560 520 540 500 480 460 440 420 400 380 360 340 320 300 380 360 Elevation (feet) 620 640 660 600 580 560 520 540 500 480 460 440 420 400 Radwaste Building (non-seismic) Turbine Building (non-seismic) Unit 2 (SC-I) First Bay (SC-II) FF North FF' South B558 (proj. 43 ft.) B558 (proj. 43 ft.) B292 B140P (proj. 4 ft.) B149P (proj. 4 ft.) B141P (proj. 4 ft.) B93P (proj. 8 ft.) Intersection of BB-BB' N12°W Intersection of ZZ-ZZ' Intersection of CC-CC' Intersection of UU-UU' B249 (proj. 12 ft.) B168P (proj. 12 ft.) B244 (proj. 12 ft.) B244 (proj. 12 ft.) B167P (proj. 8 ft.) B240 (proj. 8 ft.) B-1021 (proj. 16 ft.) B-1018 (proj. 24 ft.) B142P (proj. 8 ft.) B-2005 (proj. 43 ft.) B-1022 (proj. 4 ft.) Partially weathered rock Partially weathered rock Partially weathered rock Residual soil/ saprolite Residual soil/ saprolite B-1015 (proj. 73 ft.) 1 1 Yard Grade 0 100 feet 0 50 feet Scale Vertical exaggeration 2X Planned Excavation Profile, Geologic Cross Section FF-FF' NUCLEAR STATION UNITS 1 & 2 WILLIAM STATES LEE III Explanation Fill – granular Fill – Group I (soil) Fill – CNS soil WLS fill concrete FIGURE 2.5.4-264 WLS COL 2.5-6 WLS COL 2.5-7 Rev 9

Transcript of Intersection of UU-UU' of BB-BB' of ZZ-ZZ' of CC-CC' › docs › ML1533 › ML15336A587.pdf ·...

Page 1: Intersection of UU-UU' of BB-BB' of ZZ-ZZ' of CC-CC' › docs › ML1533 › ML15336A587.pdf · 2016-01-06 · Title: Duke Energy WSL III Units 1 & 2 COLA (Final Safety Analysis Report)

Continuous rock

Continuous rock

??

??

Originalgroundsurface

Ele

vatio

n (f

eet)

620

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vatio

n (f

eet)

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Radwaste Building

(non-seismic)

Turbine Building(non-seismic)

Unit 2(SC-I)

First Bay (SC-II)

FFNorth

FF'South

B558(proj. 43 ft.)

B558(proj. 43 ft.)

B292 B140P

(proj. 4 ft.)

B149P(proj. 4 ft.)

B141P(proj. 4 ft.)

B93P(proj. 8 ft.)

Intersectionof BB-BB' N12°W

Intersectionof ZZ-ZZ'

Intersectionof CC-CC'

Intersectionof UU-UU'

B249(proj. 12 ft.)

B168P(proj. 12 ft.)

B244(proj. 12 ft.)

B244(proj. 12 ft.)

B167P(proj. 8 ft.)

B240(proj. 8 ft.)

B-1021(proj. 16 ft.)

B-1018(proj. 24 ft.)

B142P(proj. 8 ft.)

B-2005(proj. 43 ft.)

B-1022(proj. 4 ft.)

Partially weathered

rock

Partially weathered

rock

Partially weathered

rock

Residual soil/saprolite Residual soil/

saprolite

B-1015(proj. 73 ft.)

1

1

Yard Grade

0 100 feet0

50 feet

ScaleVertical exaggeration 2X

Planned Excavation Profile,Geologic Cross Section FF-FF'

NUCLEAR STATION UNITS 1 & 2WILLIAM STATES LEE III

Explanation

Fill – granular

Fill – Group I (soil)

Fill – CNS soil

WLS fill concrete

FIGURE 2.5.4-264

WLS COL 2.5-6WLS COL 2.5-7

Rev 9