lpn col 2.5-5, lpn col 2.5-6 legend - nrc: home page · 2013. 8. 28. · duke energy florida rev 6...

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/ 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

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    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