Post on 07-Jul-2020
Continuous rock
Continuous rock
??
??
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)
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