LPN COL 2.5-5, LPN COL 2.5-6 LEGEND2/12/2007 200 300 400 500 600 700 800 900-400 600 Dep th = .5 f...
1
/ Duke Energy Florida Rev 6 FIGURE 2.5.4.2-203A Subsurface Cross Section at LNP 2: Plant North to South Levy Nuclear Plant Units 1 and 2 Part 2, Final Safety Analysis Report ES032008018MKE LNP_FSAR_FIG02_05_04_02_203A_v5.ai 06.11.08 sls LPN COL 2.5-5, LPN COL 2.5-6 Depth = 202.5 ft Elevation = -160.3 ft 3/11/2007 Depth = 160 ft Elevation = -120 ft 6/1/2007 Depth = 251.5 ft Elevation = -209.9 ft 4/5/2007 Depth = 151.5 ft Elevation = -108.4 ft 5/6/2007 Depth = 500 ft Elevation = -457.7 ft 9/12/2007 Depth = 201 ft Elevation = -159.1 ft 3/22/2007 Depth = 500 ft Elevation = -458 ft 9/7/2007 Depth = 161.5 ft Elevation = -120.2 ft 3/27/2007 -100 50 -50 0 100 0 -50 -100 -150 -200 -250 -300 -350 -450 Depth = 271 ft Elevation = -228.8 ft 2/12/2007 900 800 700 600 500 400 300 200 -400 600 Depth = 151.5 ft Elevation = -109 ft 4/26/2007 900 800 0 700 50 500 400 300 200 100 0 -400 -350 Depth = 266 ft Elevation = -224.4 ft 3/24/2007 -300 Elevation (ft) Depth = 317 ft Elevation = -274.7 ft 2/26/2007 Depth = 161.5 ft Elevation = -119.5 ft 3/1/2007 -450 -150 -250 -200 65/38 84/31 75/58 88/23 80/48 64 60/22 50/2" 68/36 79/11" 56/7 88/18 80/37 94/62 96/86 94/52 86/39 92/40 96/31 78/40 100/70 92/42 94/15 64/0 60/58 84/35 100/54 0/0 78/15 86/8" 44/12 68/11" 82/60 8 ML ML SM GSE = 41.9 ft 50/3" SM SM SM 50/27 86/13 98/20 84/40 98/42 100/50 100/83 82/60 78/52 80/72 66/38 A-09 87/54 94/62 50/5" SP-SC 86/10.5 36/0 80/15 82 50/5" 20 72 ML ML SM SM SM SM ML ML SW ML ML SP A-10 GSE = 42.2 ft 50/1" ML 50/2" 92 73/7 50/1.5" 90/9 50/4.5" 50/3" 50/1" 50/4" SP-SM 94/82 96/56 50/4" 100/100 100/94 100/90 86/54 100/92 97/83 100/94 100/75 78/58 98/64 86/16 96/56 68/20 74/10 64/40 34/7 38/0 90/48 72/48 95/82 95/78 62/53 91/76 100/86 98/84 99/50 100/50 100/68 A-02 GSE = 41.6 ft ML ML 36/0 96/82 4/0 40/20 58/30 36/0 17/0 6 11 50/3" 55 50/2.5" 50/5" 80/9" 65/11.5 50/1" 100/9 98 86/74 90/76 98/98 95/84 100/60 88/74 75/56 98/95 100/100 98/98 99/42 100/100 SP SP SM ML ML ML SM SM ML ML ML ML 54 ML ML 98/86 ML ML ML SM SM SM CL CH ML SM 100/100 60/31 75/55 98/77 88/55 CH CH CH CH GSE = 42 ft A-05 94/63 40/0 100/0 100/100 100/53 100/93 98/97 100/82 96/43 96/53 100/63 90/57 92/82 88/68 80/73 92/67 97/9 ML ML SM CH GSE = 41.3 ft A-04 SP-SM 26 28/10 100/96 100/94 99/89 99/98 98/86 97/75 100/98 100/90 98/96 3 5 12 50/3" ML ML CH CH 16 SP 22 50/2" 92/10.5" 50/2" 70/11 50/3" ML SM 100/58 94/57 100/83 90/67 86/48 40/8 100/69 80/53 100/30 44/12 100/76 100/54 86/42 98/90 94/80 96/71 9 68/10" 59 83/7 75/8 58/8" 23 50/3" 100/86 98/82 50/0" ML-OL SM OL-CL SM CL-OL SM SM SM ML 74/33 GSC-04 GSE = 40 ft CL SM ML ML 98/78 GSE = 42.3 ft 88/37 90/74 100/90 100/44 46/8 SM ML I-02 SC 3 76/60 100/76 8 7 SM 2 45 50/3" 3 3 5 18 5 2 5 5 2 3 4 10 3 29 90/25 54 9 98/76 100/90 84/10 84/10 21 70/8 18 88/24 86/74 B-07 GSE = 43.1 ft SM SM 90/0 85 OL 50/1" 64 76/9 50/3" 13 17 SM 6 7 15 5 9 24 75/11.5 SP-SM SM SM SP-SM SP-SM SP SM 50/2" SP-SM 50/5.5" 87/11 37 31 33 SM SP SP-SM 88/8 SM SM CL-ML SM ML SP-SM SM SP-SM CH SM CL SP-SM SP-SM SP-SM SM SC I-05 GSE = 42.2 ft ML SM CH ML SM NAV-4 S-2 -97' -303' -148' A-05 A-02 NOTE: Borehole stick logs were shifted from their actual horizontal location for clarity. Actual horizontal locations of boreholes are shown below. A-09 NAV-3 NAV-2 NAV-1 S-3 S-1 ML AD-01 I-02 LEGEND: AD-02 Nuclear Island is approximately located between borings A-02 and A-10 in this section. Plant South GSC-04 A-04 I-05 B-06 I-04 B-07 A-10 Plant North SM ML SC SP-SM SW-SM SP ML ML CL SP ML CL ML ML I-04 GSE = 41.6 ft OH ML SM ML SM SM SM ML SM ML ML SP SM ML 70/38 GC CL GC GC CL-ML AD-01 ML GSE = 42.0 ft CL ML ML SM ML 14/0 ML GM 88/0 90/60 62/22 100/43 90/48 74/13 82/60 100/67 100/60 98/35 72/40 100/95 94/50 100/77 100/53 100/55 88/13 96/55 94/53 96/22 100/65 90/42 82/17 100/39 95/0 74/37 44/13 46/0 100/56 100/46 88/30 42/17 88/18 86/0 MH-CH 100/42 GSE = 42.3 ft AD-02 ML ML 88/8 CL 94/62 OH ML ML 100/27 98/30 100/58 ML 90/46 94/26 100/58 86/25 69/31 100/46 54/9 92/67 82/36 78/14 91/66 98/82 100/94 100/71 88/53 80/15 63/0 90/40 82/22 82/37 100/73 52/22 100/46 82/0 46/13 82/33 36/7 96/50 100/40 100/23 100/22 88/53 96/0 80/60 98/43 74/11 94/40 70/19 56/8 60/13 76/8 32/0 80/0 32/0 36/8 100/24 62/0 94/20 76/22 91/9 78/29 58/18 42/7 48/0 34/0 32/0 0/0 44/0 96/35 58/24 50/20 82/22 98/62 96/85 99/63 98/90 50/28 56/33 100/87 100/79 80/72 100/95 100/95 95/42 100/100 92/80 100/78 92/77 84/77 76/31 97/76 80/16 100/0 CH CL SM SM OH SP 94/10.5" 2 3 3 SC ML B-06 SM ML ML CH SM CH ML CL GSE = 42.5 ft 80/46 SM 73/19 81/64 76/42 96/37 100/36 78/0 ML 82/28 66/24 66/7 64/11 100/48 92/8 98/44 ML ML ML 4 50/4.5" 4 4 9 8 7 8 3 Soil Layer 1 North Reactor Avon Park Rock Layer 1 Top of Rock S-1 NAV-1 VERTICAL SCALE: 1" = 80.0' HORIZONTAL SCALE: 1’ = 70.0’ Depth = 59 ft Elevation = 113.5 ft 8/23/2007 Limestone Poorly Graded Sand Clayey Sand Silty Sand BOREHOLE LEGEND Well-Graded Sand Well-Graded Sand with Silt Lean Clay Distance (ft) Silty Gravel 100/66 69 SPT N-VALUE (blows per foot) 50/2" RQD (%) RECOVERY (%) 16 LITHOLOGY GRAPHIC COLUMN B-1 ML USCS CLASSIFICATION GSE = 172.5 ft GROUND SURFACE ELEVATION BOREHOLE NUMBER LITHOLOGY GRAPHICS LEGEND Poorly Graded Gravel with Silt DEPTH AND ELEVATION OF BOTTOM OF HOLE, AND DATE AND TIME BORING COMPLETED Fat Clay Poorly Graded Sand with Silt Organic Clay or Silt Elastic Silt Poorly Graded Sand with Clay Silt Clayey Gravel Topsoil Coal AD-01 A-04 A-05 B-07 I-04 A-02 GSC-04 I-02 A-09 I-05 A-10 B-06 Organic Clay or Silt Lean Clay and Silt LINE IS ONE INCH WHEN PRINTED TO SCALE 1" 0
Transcript of LPN COL 2.5-5, LPN COL 2.5-6 LEGEND2/12/2007 200 300 400 500 600 700 800 900-400 600 Dep th = .5 f...
/
Duke Energy Florida
Rev 6FIGURE 2.5.4.2-203A
Subsurface Cross Section atLNP 2: Plant North to South
Levy Nuclear PlantUnits 1 and 2
Part 2, Final Safety Analysis Report
ES032008018MKE LNP_FSAR_FIG02_05_04_02_203A_v5.ai 06.11.08 sls
LPN COL 2.5-5, LPN COL 2.5-6
Depth = 202.5 ftElevation = -160.3 ft
3/11/2007
Depth = 160 ftElevation = -120 ft
6/1/2007
Depth = 251.5 ftElevation = -209.9 ft
4/5/2007
Depth = 151.5 ftElevation = -108.4 ft
5/6/2007
Depth = 500 ftElevation = -457.7 ft
9/12/2007
Depth = 201 ftElevation = -159.1 ft
3/22/2007
Depth = 500 ftElevation = -458 ft
9/7/2007
Depth = 161.5 ftElevation = -120.2 ft
3/27/2007
-100
50
-50
0
100
0
-50
-100
-150
-200
-250
-300
-350
-450
Depth = 271 ftElevation = -228.8 ft
2/12/2007
900800700600500400300200
-400
600
Depth = 151.5 ftElevation = -109 ft
4/26/2007
900800
0
700
50
5004003002001000
-400
-350
Depth = 266 ftElevation = -224.4 ft
3/24/2007
-300
Elev
atio
n (ft
)
Depth = 317 ftElevation = -274.7 ft
2/26/2007
Depth = 161.5 ftElevation = -119.5 ft
3/1/2007
-450
-150
-250
-200
65/38
84/31
75/58
88/23
80/48
64
60/22
50/2"
68/36
79/11"
56/7
88/18
80/37
94/62
96/86
94/52
86/39
92/40
96/31
78/40
100/70
92/42
94/15
64/0
60/58
84/35
100/54
0/0
78/15
86/8"
44/12
68/11"
82/60
8ML
MLSM
GSE = 41.9 ft
50/3"
SM
SMSM
50/27
86/1398/20
84/4098/42
100/50
100/8382/60
78/5280/72
66/38
A-09
87/5494/62
50/5"
SP-SC
86/10.5
36/080/15
8250/5"
20
72
MLMLSM
SM
SMSM
ML
MLSWML
ML
SP
A-10GSE = 42.2 ft
50/1"
ML
50/2"
92
73/7
50/1.5"
90/950/4.5"50/3"50/1"
50/4"
SP-SM
94/82
96/56
50/4"
100/100
100/94100/90
86/54100/92
97/83100/94
100/7578/58
98/6486/16
96/56
68/20
74/1064/40
34/738/0
90/48
60/6072/4895/82
95/7862/53
91/76100/86
98/8499/50
100/50
100/68
A-02GSE = 41.6 ft
ML
ML
36/0
96/82
4/0
40/2058/30
36/017/0
6
1150/3"
5550/2.5"
50/5"
80/9"65/11.550/1"
100/9
98
86/74
90/7698/98
95/84100/60
88/7475/56
98/95100/100
98/9899/42
100/100
SPSPSMMLML
ML
SMSM
ML
MLMLML
54
MLML
98/86
ML
MLML
SM
SM
SM
CL
CHMLSM
100/100
80/5460/3175/5598/7788/55
CHCH
CH
CH
GSE = 42 ftA-05
94/63
40/0
100/0100/100100/53100/93
98/97100/82
96/4396/53
100/6390/57
92/8288/68
80/73
92/67
97/9
ML
MLML
SM
CH
GSE = 41.3 ftA-04
SP-SM
26
28/10
100/96100/94
99/8999/98
98/8697/75
100/98100/90
98/96
35
12
50/3"
MLMLCHCH
16
SP
22
50/2"92/10.5"
50/2"70/11
50/3"ML
SM
100/58
94/57
100/8390/67
86/4840/8
100/6980/53
100/3044/12
100/76
100/54
86/4298/90
94/8096/71
968/10"
5983/7
75/8
58/8"
23
50/3"
100/86
98/82
50/0"
ML-OL
SM
SC
OL-CLSM
CL-OLSMSM
SM
ML
74/33
GSC-04GSE = 40 ft
CL
SM
MLML
98/78
GSE = 42.3 ft
88/37
90/74100/90
100/4446/8
SM
ML
I-02
SC
3
76/60100/7675/35
8
7SM
2
45
50/3"33
518
5
2
5
52
34
10
3
29
90/25
54
9
98/76100/90
84/1084/10
21
70/8
18
88/24
86/74
B-07GSE = 43.1 ft
SMSM
90/0
85
OL
50/1"64
76/9
50/3"
13
17
SM
6
715
59
24
75/11.5
50/4.5"
SP-SMSM
SM
SP-SMSP-SM
SP
SM
50/2"
SP-SM
50/5.5"87/113731
33
SM
SP
SP-SM
88/8
SMSM
CL-MLSMML
SP-SM
SM
SP-SM
CHSM
CLSP-SMSP-SM
SP-SM
SM
SC
I-05GSE = 42.2 ft
ML
SMCHMLSM
NAV-4
S-2
-97'
-303'
-148'
A-05A-02
NOTE: Borehole stick logs were shifted from their actual horizontal location for clarity.Actual horizontal locations of boreholes are shown below.
A-09
NAV-3
NAV-2
NAV-1
S-3
S-1ML
AD-01I-02
LEGEND:
AD-02
Nuclear Island is approximately located between borings A-02 and A-10 in this section.
Plant South
GSC-04A-04
ML
I-05B-06
I-04 B-07A-10
Plant North
SM
MLSC
SP-SMSW-SM
SP
ML
MLCLSP
ML
CL
ML
ML
I-04GSE = 41.6 ft
OH
ML
SM
ML
SMSMSM
ML
SM
MLMLSP
SM
ML
70/38
GCCLGCGC
CL-ML
AD-01
ML
GSE = 42.0 ft
CL
ML
MLSM
ML
14/0
ML
GM
88/0
90/60
62/22
100/4390/48
74/1382/60
100/67
100/60
98/35
72/40
100/9594/50
100/77100/53
100/55
88/13
96/55
94/53
96/22
100/6590/4282/17100/3995/0
74/37
44/13
46/0
100/56
100/4688/3042/17
88/18
86/0
MH-CH
100/42
GSE = 42.3 ftAD-02
MLML
88/8
CL
94/62OH
ML
ML
100/2798/30
100/58
ML
90/46
94/26
100/5886/25
69/31100/46
54/9
92/67
82/36
78/14
91/6698/82
100/94
100/71
88/53
80/1563/0
90/40
82/22
82/37
100/73
52/22100/46
82/046/13
82/33
36/7
96/50
100/40
100/23100/22
88/5396/0
80/6098/43
74/11
94/40
70/19
56/860/13
76/832/080/0
32/0
36/8
100/24
62/0
94/2076/22
91/978/29
58/1842/7
48/0
34/0
32/0
0/044/0
96/3558/24
50/20
82/22
98/62
96/85
99/63
98/9050/28
56/33100/87
100/79
80/72
100/95100/95
95/42100/100
92/80
100/78
92/77
84/77
76/31
97/76
80/16
100/0
50/4"
SCCHCL
SM
SM
OH
SP
SC
94/10.5"2
33
SC
ML
B-06
SM
ML
MLCHSMCHMLCL
GSE = 42.5 ft
80/46
SM
73/19
81/6476/42
96/37100/36
78/0
ML
82/28
66/2466/7
64/11100/48
92/8
98/44
ML
ML
ML
4
50/4.5"
4
49
87
83
Soil Layer 1
North Reactor Avon ParkRock Layer 1
Top of Rock
S-1
NAV-1
VERTICAL SCALE: 1" = 80.0'HORIZONTAL SCALE: 1’ = 70.0’
Depth = 59 ftElevation = 113.5 ft
8/23/2007
Limestone
Poorly GradedSand
Clayey Sand
Silty Sand
BOREHOLE LEGEND
Well-Graded Sand
Well-Graded Sandwith Silt
Lean Clay
Distance (ft)
Silty Gravel
100/66
69SPT N-VALUE (blows per foot)
50/2"
RQD (%)
RECOVERY (%)
16
LITHOLOGY GRAPHIC COLUMN
B-1
MLUSCS CLASSIFICATION
GSE = 172.5 ftGROUND SURFACEELEVATION
BOREHOLE NUMBER
LITHOLOGY GRAPHICS
LEGEND
Poorly GradedGravel with Silt
DEPTH AND ELEVATIONOF BOTTOM OF HOLE,
AND DATE AND TIMEBORING COMPLETED
Fat Clay
Poorly GradedSand with Silt
Organic Clayor Silt
Elastic Silt
Poorly GradedSand with Clay
Silt Clayey Gravel
Topsoil
Coal
AD-01A-04
A-05
B-07
I-04
A-02
GSC-04
I-02
A-09 I-05A-10
B-06
Organic Clay or SiltLean Clayand Silt
LINE IS ONE INCH WHENPRINTED TO SCALE
1"0
