Continuous rock

Continuous rock

??

??

Recovery (%) 0 100

RQD (%) 0 100

10

0

20

30

40

50

60

70

80

90

100

20

30

40

50

60

70

Recovery (%)

SPT

0

0

100

50

0 100

0 100

RQD (%) 0 100

Recovery (%)

RQD (%)

10

6

8 4

19

41 30 35

69

0

10

20

30

40

50

60

70

0

10

20

30

40

50

60

70

80

90

100

110

120

130

140

150

160

170

180

190

200

210

220

Recovery (%) 0 100

RQD (%) 0 100

Originalgroundsurface

Ele

vatio

n (f

eet)

620

640

660

600

580

560

520

540

500

480

460

440

420

400

380

360

340

320

300

380

360

320

300

Ele

vatio

n (f

eet)

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)

Existinggroundsurface

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-1022(proj. 4 ft.)

Partially weathered

rock

Partially weathered

rock

Partially weathered

rock

Residual soil/saprolite

Residual soil/saprolite

Recovery (%)0 100

RQD (%)0 100

2020

10

30

40

50

60

70

80

90

100

110

120

130

140

160

150

170

180

190

200

210

220

230

240

250

)teef( htpeD

B-1015(proj. 73 ft.)

6000 14000

Velocity (feet/second)

18000 10000

V s V p

Explanation

30 20

50

Run length

Standard penetration resistance

Recovery

RQD

Yard Grade

0 100 feet0

50 feet

ScaleVertical exaggeration 2X

Artificial fill

B-2005(proj. 31 ft.)

Geologic Cross Section FF-FF'

NUCLEAR STATION UNITS 1 & 2WILLIAM STATES LEE III

FIGURE 2.5.4-238

WLS COL 2.5-1WLS COL 2.5-5

Rev 7