APPENDIX D Pipeline Facility Tables - Jordan Cove LNG · Unknown Rd, 26 S 12 W 15.02 Blue Ridge...

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APPENDIX D Pipeline Facility Tables Table D-1. Areas Where the Pipeline is Co-Located with Existing Rights-of-Way and Corridors Table D-2. Access Roads and Road Crossing Methods Table D-3. Potential Hydrostatic Dewatering (Test Header) Locations within the Construction Right-of-Way Table D-4. Areas Where Topsoil Will Be Salvaged along the Proposed Route Table D-5 Temporary Extra Work Areas Necessary for Construction of the Pipeline Table D-6. Uncleared Storage Areas Necessary for Construction of the Pipeline Table D-7 Rock Source and Permanent Disposal Sites Identified for Construction of the Pipeline Table D-8 Landownership/Jurisdiction by Milepost Table D-9 Contractor and Pipe Storage Yards that May Be Used during Construction of the Pipeline

Transcript of APPENDIX D Pipeline Facility Tables - Jordan Cove LNG · Unknown Rd, 26 S 12 W 15.02 Blue Ridge...

  • APPENDIX D

    Pipeline Facility Tables

    Table D-1. Areas Where the Pipeline is Co-Located with Existing Rights-of-Way

    and Corridors

    Table D-2. Access Roads and Road Crossing Methods

    Table D-3. Potential Hydrostatic Dewatering (Test Header) Locations within the

    Construction Right-of-Way

    Table D-4. Areas Where Topsoil Will Be Salvaged along the Proposed Route

    Table D-5 Temporary Extra Work Areas Necessary for Construction of the

    Pipeline

    Table D-6. Uncleared Storage Areas Necessary for Construction of the Pipeline

    Table D-7 Rock Source and Permanent Disposal Sites Identified for

    Construction of the Pipeline

    Table D-8 Landownership/Jurisdiction by Milepost

    Table D-9 Contractor and Pipe Storage Yards that May Be Used during

    Construction of the Pipeline

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    5 C

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    126.

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    0.09

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    126.

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    126.

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    0.24

    In

    dian

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    BLM

    34-

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    B

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    ) 0-

    175

    Adj

    acen

    t

    127.

    28

    127.

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    0.10

    In

    dian

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    190

    Adj

    acen

    t

    128.

    06

    128.

    18

    0.12

    B

    LM 3

    4-1W

    -23.

    5 B

    LM

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    C

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    acen

    t 13

    3.97

    13

    4.15

    0.

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    ent

    139.

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    139.

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    0.07

    U

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    ate

    0-10

    0 C

    oinc

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    14

    1.50

    14

    1.80

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    BLM

    Roa

    d B

    LM -

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    A

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    14

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    0.

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  • Jord

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    bles

    TAB

    LE D

    -1 (c

    ontin

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    Are

    as W

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    Pipe

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    is C

    o-Lo

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    d w

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    tal L

    engt

    h (m

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    ype

    Ow

    ners

    hip

    Pipe

    line

    Dis

    tanc

    e fr

    om

    Rig

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    (fe

    et)

    Off-

    set

    142.

    78

    142.

    86

    0.08

    U

    nkno

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    Acc

    ess

    Rd

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    ate

    0-95

    C

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    ides

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    3.31

    14

    3.51

    0.

    20

    Unk

    now

    n R

    d P

    rivat

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    105

    Coi

    ncid

    es/A

    djac

    ent

    144.

    69

    144.

    77

    0.08

    S

    alt C

    reek

    Acc

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    Rd,

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    40

    Coi

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    145.

    50

    145.

    17

    0.06

    b/

    Gar

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    0-50

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    15

    0.42

    15

    0.65

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    150.

    95

    151.

    57

    0.62

    B

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    BLM

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    155.

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    155.

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    157.

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    157.

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    160.

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    162.

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    162.

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    163.

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    164.

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    atio

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    t 0

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    ncid

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    164.

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    165.

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    1.72

    FS

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    A

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    168.

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    168.

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    , FS

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    169.

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    184.

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    3)

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    50

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    t

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    elin

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    cilit

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    bles

    TAB

    LE D

    -1 (c

    ontin

    ued)

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    as W

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    the

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    line

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    o-Lo

    cate

    d w

    ith E

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    ay a

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    tal L

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    tanc

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    om

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    set

    175.

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    176.

    02

    0.64

    38

    5201

    5 P

    rivat

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    ncid

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    djac

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    177.

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    178.

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    0.40

    P

    rivat

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    d P

    rivat

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    ncid

    es

    181.

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    181.

    37

    0.08

    P

    rivat

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    d P

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    Coi

    ncid

    es

    182.

    97

    183.

    65

    0.68

    P

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    70

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    4.06

    18

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    n R

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    184.

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    187.

    28

    2.43

    C

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    50

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    7.76

    18

    8.83

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    rivat

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    189.

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    0.51

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    t 19

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    19

    1.46

    0.

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    ad L

    n P

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    192.

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    195.

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    2.78

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    0.95

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    19

    9.18

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    0.96

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    225.

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