1 1

Originalgroundsurface

B-2006

B-2005

WLS COL 2.5-6WLS COL 2.5-7

N12°W

Partiallyweathered rock Residual

soil/saprolite

Partially weathered rock

Partially weathered

rock

Continuous rock

Artificial fill

Residual soil/saprolite

Continuous rock

?

Continuous rock

B-558(proj. 31 ft.)

B-558(proj. 31 ft.)

B-53(proj. 72 ft.)

B-58B-58(proj. 70 ft.)(proj. 70 ft.)

B-237(proj. 7 ft.)

B-245(proj.10 ft.)

B-248(proj.10 ft.)

B-297(proj.10 ft.)

CPT-1316(proj. 23 ft.)

B-1015

B-1013

S-1506

CPT-1307

Unit 2(SC-I)

YardGrade

RadwasteBuilding

(non-seismic)

Turbine Building(non-seismic)

B-1018(proj. 46 ft.)

B-1017(proj. 65 ft.)

B-1023(proj. 52 ft.)

B-1022(proj. 52 ft.)

F'

SouthNorth

F

YardGrade

0 100 feet

0

50 feet

Scale

Vertical exaggeration 2X

Intersection of CC - CC'

Intersection of BB - BB'

Intersection of UU - UU'

Intersection of ZZ - ZZ'

First Bay (SC-II)

Existinggroundsurface

600

620

640

580

560

540

520

500

480

460

440

420

400

380

360

340

320

300

Ele

vatio

n (f

eet)

600

620

640

580

560

540

520

500

480

460

440

420

400

380

360

340

320

300

Ele

vatio

n (f

eet)

NUCLEAR STATION UNITS 1 & 2WILLIAM STATES LEE III

Planned Excavation Profile Geologic Cross Section F-F'

FIGURE 2.5.4-263 Rev 9

Explanation

Fill – granular

Fill – Group I (soil)

Fill – CNS soil

WLS fill concrete