Duke Energy WSL III Units 1 & 2 COLA (Final Safety ...
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1 1 Original ground surface B-2006 B-2005 WLS COL 2.5-6 WLS COL 2.5-7 N12°W Partially weathered 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-58 B-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) Yard Grade Radwaste Building (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' South North F Yard Grade 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) Existing ground surface 600 620 640 580 560 540 520 500 480 460 440 420 400 380 360 340 320 300 Elevation (feet) 600 620 640 580 560 540 520 500 480 460 440 420 400 380 360 340 320 300 Elevation (feet) NUCLEAR STATION UNITS 1 & 2 WILLIAM 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
Transcript of Duke Energy WSL III Units 1 & 2 COLA (Final Safety ...
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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
