10
Depth 0.30 - 0.80 1.70 - 2.00 3.00 - 3.50 4.50 - 5.00 5.50 - 6.00 7.00 - 7.50 8.00 - 8.50 9.50 - 10.00 Sample Type B B B B B B B B Class Test Details Type S S S S C C S S Result 12 (3,2/3,3,3,3) 10 (1,2/2,2,3,3) 50 (4,5/7,18,20,5) 34 (6,8/9,5,9,11) 45 (7,10/5,14,15,11) 50 (6,10/14,11,12,13) 15 (9,9/4,4,3,4) 50 (3,4/10,15,20,5) TCR (%) Water Depth Casing Depth Strata Details DescripƟon Grass over brown sandy gravelly CLAY with abundant roots. Gravel is Įne to course subangular to angular (TOPSOIL). Probably loose to medium dense grey and black Įne to course subangular to angular GRAVEL. Abundant gravel sized fragments of brick and occasional metal (MADE GROUND). SoŌ to Įrm brown slightly sandy silty CLAY (Probable TIDAL FLAT DEPOSITS). Firm to sƟī brown moƩled sandy gravelly CLAY. Occasional cobbles. (Probable TIDAL FLAT DEPOSITS). Dense brown clayey sandy Įne to coarse subangular to subrounded GRAVEL with occasional cobbles (ALLUVIUM). Dense brown sandy Įne to coarse subangular to subrounded GRAVEL with medium cobble content (ALLUVIUM). SƟī thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is Įne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP) Legend Water Strikes/ Standing Depth Depth (Thickness) (0.30 ) 0.30 (1.40 ) 1.70 (0.30 ) 2.00 (1.00 ) 3.00 (1.50 ) 4.50 (3.00 ) 7.50 (3.00 ) 1 2 3 4 5 6 7 8 9 mOD 7.90 6.50 6.20 5.20 3.70 0.70 BackĮll/ Install- aƟons Start date: 22/01/2019 Driller: JD End date: 22/01/2019 Logged by: DB BackĮll date: 22/01/2019 Date logged: Project Name: St Mary Virgin School Site LocaƟon: Bute Street, Cardiī Client: Cardiī Council Project No: 7048b.02 Drilling method Cable Percussion with Rotary Coring Follow-on Equipment Dando and T44 Ground Level: 8.20 mOD EasƟng: 212802 m Northing: 201600 m BH01 General Remarks 1. Coordinates are and elevaƟon are from the centre of the site and esƟmated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check locaƟon for the presence of services. 3. Cable percussion drlling followed by rotary coring. Progress & Standing Water Levels Date Time Hole Depth Casing Depth Water Depth Water Strikes Date Time Strike Depth Casing Depth Elapsed Minutes Depth to Water Depth Sealed Chiselling Depth Top Depth Base DuraƟon Hole Diameter Hole Depth Hole Diameter Casing Diameter Casing Diameter Casing Depth

Dense brown clayey sandy ne to coarse BH01 Firm to s b ... › ENG › resident › Schools-and...Drilling method Cable Percussion with Rotary Coring Follow-on Equipment Dando and

  • Upload
    others

  • View
    1

  • Download
    0

Embed Size (px)

Citation preview

  • Depth

    0.30 -0.80

    1.70 -2.00

    3.00 -3.50

    4.50 -5.00

    5.50 -6.00

    7.00 -7.50

    8.00 -8.50

    9.50 -10.00

    Sample

    Type

    B

    B

    B

    B

    B

    B

    B

    B

    Class

    Test Details

    Type

    S

    S

    S

    S

    C

    C

    S

    S

    Result

    12 (3,2/3,3,3,3)

    10 (1,2/2,2,3,3)

    50 (4,5/7,18,20,5)

    34 (6,8/9,5,9,11)

    45 (7,10/5,14,15,11)

    50 (6,10/14,11,12,13)

    15 (9,9/4,4,3,4)

    50 (3,4/10,15,20,5)

    TCR(%)

    WaterDepth

    CasingDepth

    Strata Details

    Descrip on

    Grass over brown sandy gravelly CLAY with abundant roots. Gravel is ne to course subangular to angular (TOPSOIL).Probably loose to medium dense grey and black ne to course subangular to angular GRAVEL. Abundant gravel sized fragments of brick and occasional metal (MADE GROUND).

    So to rm brown slightly sandy silty CLAY (Probable TIDAL FLAT DEPOSITS).Firm to s brown mo led sandy gravelly CLAY. Occasional cobbles. (Probable TIDAL FLAT DEPOSITS).

    Dense brown clayey sandy ne to coarse subangular to subrounded GRAVEL with occasional cobbles (ALLUVIUM).

    Dense brown sandy ne to coarse subangular to subrounded GRAVEL with medium cobble content (ALLUVIUM).

    S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)

    Legend

    Water

    Strikes/Standing

    Depth

    Depth(Thickness)

    (0.30 )0.30

    (1.40 )

    1.70(0.30 )2.00

    (1.00 )

    3.00

    (1.50 )

    4.50

    (3.00 )

    7.50

    (3.00 )

    1

    2

    3

    4

    5

    6

    7

    8

    9

    mOD

    7.90

    6.50

    6.20

    5.20

    3.70

    0.70

    Back ll/Install-a ons

    Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:

    Project Name:

    St Mary Virgin School Site Loca on:

    Bute Street, Cardi Client:

    Cardi CouncilProject No:

    7048b.02

    Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44

    Ground Level: 8.20 mOD

    Eas ng: 212802 m

    Northing: 201600 m

    BH01

    General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.

    Progress & Standing Water LevelsDate Time Hole Depth Casing Depth

    Water Depth

    Water StrikesDate Time Strike Depth

    Casing Depth

    Elapsed Minutes

    Depth to Water

    Depth Sealed

    ChisellingDepth

    TopDepth Base Dura on

    Hole DiameterHole Depth Hole Diameter

    Casing DiameterCasing

    Diameter Casing Depth

  • DepthSample

    Type Class

    Test Details

    Type

    S

    Result

    60 (8,8/60 for 225mm)

    TCR(%)

    WaterDepth

    CasingDepth

    Strata Details

    Descrip on

    S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)Mercia Mudstone. Drillers Descrip on (see addi onal rotary core log).

    End of Borehole at 18.000m

    Legend

    Water

    Strikes/Standing

    Depth

    Depth(Thickness)

    10.50

    (7.50 )

    18.00

    11

    12

    13

    14

    15

    16

    17

    18

    19

    mOD

    -2.30

    -9.80

    Back ll/Install-a ons

    Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:

    Project Name:

    St Mary Virgin School Site Loca on:

    Bute Street, Cardi Client:

    Cardi CouncilProject No:

    7048b.02

    Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44

    Ground Level: 8.20 mOD

    Eas ng: 212802 m

    Northing: 201600 m

    BH01

    General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.

    Progress & Standing Water LevelsDate Time Hole Depth Casing Depth

    Water Depth

    Water StrikesDate Time Strike Depth

    Casing Depth

    Elapsed Minutes

    Depth to Water

    Depth Sealed

    ChisellingDepth

    TopDepth Base Dura on

    Hole DiameterHole Depth Hole Diameter

    Casing DiameterCasing

    Diameter Casing Depth

  • Depth

    0.50 -1.00

    2.00 -2.50

    2.50 -3.00

    4.00 -4.50

    5.00 -5.50

    6.50 -7.00

    7.20 -7.70

    9.00 -9.50

    Sample

    Type

    B

    B

    B

    B

    B

    B

    B

    B

    Class

    Test Details

    Type

    S

    S

    S

    S

    S

    S

    S

    S

    Result

    2 (1,0/1,0,1,0)

    35 (2,3/10,9,7,9)

    33 (8,4/4,4,5,20)

    2 (2,3/1,1,0,0)

    19 (4,10/6,2,4,7)

    42 (11,12/11,9,7,15)

    7.5 (2,1/2,1,3.5,1)

    40 (3,7/7,7,10,16)

    TCR(%)

    WaterDepth

    CasingDepth

    Strata Details

    Descrip on

    Grass over brown sandy gravelly CLAY with abundant roots. Gravel is ne to course subangular to angular (TOPSOIL).Probably loose to medium dense grey and black ne to course subangular to angular GRAVEL. Abundant gravel sized fragments of brick and occasional metal (MADE GROUND).

    So to rm brown slightly sandy silty gravelly CLAY (Probable TIDAL FLAT DEPOSITS).

    Dense brown clayey sandy ne to coarse subangular to subrounded GRAVEL with occasional cobbles (ALLUVIUM).

    Dense brown sandy ne to coarse subangular to subrounded GRAVEL with medium cobble content (ALLUVIUM).

    S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)

    Legend

    Water

    Strikes/Standing

    Depth

    Depth(Thickness)

    (0.30 )0.30

    (1.70 )

    2.00

    (0.50 )

    2.50

    (3.50 )

    6.00

    (1.20 )

    7.20

    (3.30 )

    1

    2

    3

    4

    5

    6

    7

    8

    9

    mOD

    7.90

    6.20

    5.70

    2.20

    1.00

    Back ll/Install-a ons

    Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:

    Project Name:

    St Mary Virgin School Site Loca on:

    Bute Street, Cardi Client:

    Cardi CouncilProject No:

    7048b.02

    Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44

    Ground Level: 8.20 mOD

    Eas ng: 212802 m

    Northing: 201600 m

    BH02

    General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.

    Progress & Standing Water LevelsDate Time Hole Depth Casing Depth

    Water Depth

    Water StrikesDate Time Strike Depth

    Casing Depth

    Elapsed Minutes

    Depth to Water

    Depth Sealed

    ChisellingDepth

    TopDepth Base Dura on

    Hole DiameterHole Depth Hole Diameter

    Casing DiameterCasing

    Diameter Casing Depth

  • DepthSample

    Type Class

    Test Details

    Type

    S

    Result

    50 (7,8/50 for 225mm)

    TCR(%)

    WaterDepth

    CasingDepth

    Strata Details

    Descrip on

    S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)Mercia Mudstone. Drillers Descrip on (see addi onal rotary core log).

    End of Borehole at 16.500m

    Legend

    Water

    Strikes/Standing

    Depth

    Depth(Thickness)

    10.50

    (6.00 )

    16.50

    11

    12

    13

    14

    15

    16

    17

    18

    19

    mOD

    -2.30

    -8.30

    Back ll/Install-a ons

    Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:

    Project Name:

    St Mary Virgin School Site Loca on:

    Bute Street, Cardi Client:

    Cardi CouncilProject No:

    7048b.02

    Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44

    Ground Level: 8.20 mOD

    Eas ng: 212802 m

    Northing: 201600 m

    BH02

    General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.

    Progress & Standing Water LevelsDate Time Hole Depth Casing Depth

    Water Depth

    Water StrikesDate Time Strike Depth

    Casing Depth

    Elapsed Minutes

    Depth to Water

    Depth Sealed

    ChisellingDepth

    TopDepth Base Dura on

    Hole DiameterHole Depth Hole Diameter

    Casing DiameterCasing

    Diameter Casing Depth

  • Depth

    0.50 -1.00

    1.50 -2.00

    2.00 -2.50

    3.50 -4.00

    4.50 -5.00

    6.50 -7.00

    8.00 -8.50

    9.50 -10.00

    Sample

    Type

    B

    B

    B

    B

    B

    B

    B

    B

    Class

    Test Details

    Type

    S

    C

    C

    C

    C

    C

    C

    S

    Result

    17 (1,0/1,3,5,8)

    50 (10,14/50 for 150mm)

    43 (7,9/9,11,11,12)

    38 (6,11/8,6,13,11)

    39 (3,9/5,11,9,14)

    47 (8,10/13,10,11,13)

    28 (15,10/6,6,6,10)

    50 (4,7/7,11,12,20)

    TCR(%)

    WaterDepth

    CasingDepth

    Strata Details

    Descrip on

    Grass over brown sandy gravelly CLAY with abundant roots. Gravel is ne to course subangular to angular (TOPSOIL).Probably loose to medium dense grey and black ne to course subangular to angular GRAVEL. Abundant gravel sized fragments of brick and occasional metal (MADE GROUND).

    Dense brown clayey sandy ne to coarse subangular to subrounded GRAVEL with occasional cobbles (ALLUVIUM).

    Dense brown sandy ne to coarse subangular to subrounded GRAVEL with medium cobble content (ALLUVIUM).

    S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)

    Legend

    Water

    Strikes/Standing

    Depth

    Depth(Thickness)

    (0.30 )0.30

    (1.70 )

    2.00

    (2.00 )

    4.00

    (4.00 )

    8.00

    (2.50 )

    1

    2

    3

    4

    5

    6

    7

    8

    9

    mOD

    7.90

    6.20

    4.20

    0.20

    Back ll/Install-a ons

    Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:

    Project Name:

    St Mary Virgin School Site Loca on:

    Bute Street, Cardi Client:

    Cardi CouncilProject No:

    7048b.02

    Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44

    Ground Level: 8.20 mOD

    Eas ng: 212802 m

    Northing: 201600 m

    BH03

    General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.

    Progress & Standing Water LevelsDate Time Hole Depth Casing Depth

    Water Depth

    Water StrikesDate Time Strike Depth

    Casing Depth

    Elapsed Minutes

    Depth to Water

    Depth Sealed

    ChisellingDepth

    TopDepth Base Dura on

    Hole DiameterHole Depth Hole Diameter

    Casing DiameterCasing

    Diameter Casing Depth

  • DepthSample

    Type Class

    Test Details

    Type

    S

    Result

    50 (6,12/15,13,16,6)

    TCR(%)

    WaterDepth

    CasingDepth

    Strata Details

    Descrip on

    S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)Mercia Mudstone. Drillers Descrip on (see addi onal rotary core log).

    End of Borehole at 15.000m

    Legend

    Water

    Strikes/Standing

    Depth

    Depth(Thickness)

    10.50

    (4.50 )

    15.00

    11

    12

    13

    14

    15

    16

    17

    18

    19

    mOD

    -2.30

    -6.80

    Back ll/Install-a ons

    Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:

    Project Name:

    St Mary Virgin School Site Loca on:

    Bute Street, Cardi Client:

    Cardi CouncilProject No:

    7048b.02

    Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44

    Ground Level: 8.20 mOD

    Eas ng: 212802 m

    Northing: 201600 m

    BH03

    General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.

    Progress & Standing Water LevelsDate Time Hole Depth Casing Depth

    Water Depth

    Water StrikesDate Time Strike Depth

    Casing Depth

    Elapsed Minutes

    Depth to Water

    Depth Sealed

    ChisellingDepth

    TopDepth Base Dura on

    Hole DiameterHole Depth Hole Diameter

    Casing DiameterCasing

    Diameter Casing Depth

  • Depth

    0.30 -0.80

    2.50 -3.00

    3.50 -4.00

    4.50 -5.00

    7.00 -7.50

    9.50 -10.00

    Sample

    Type

    B

    B

    B

    B

    B

    B

    Class

    Test Details

    Type

    S

    C

    C

    C

    C

    C

    S

    S

    Result

    50 (10,14/50 for 225mm)

    50 (4,12/50 for 225mm)

    0 (75 for 0mm/0 for 0mm)

    47 (6,13/20,10,9,8)

    40 (3,9/7,14,10,9)

    38 (3,6/6,8,10,14)

    18 (2,5/4,4,5,5)

    16 (3,3/3,4,4,5)

    TCR(%)

    WaterDepth

    CasingDepth

    Strata Details

    Descrip on

    Grass over brown sandy gravelly CLAY with abundant roots. Gravel is ne to course subangular to angular (TOPSOIL).Probably loose to medium dense grey and black ne to course subangular to angular GRAVEL. Abundant gravel sized fragments of brick and occasional metal (MADE GROUND).

    So to rm brown slightly sandy silty gravelly CLAY (Probable TIDAL FLAT DEPOSITS).

    Dense brown clayey sandy ne to coarse subangular to subrounded GRAVEL with occasional cobbles (ALLUVIUM).

    Dense brown sandy ne to coarse subangular to subrounded GRAVEL with medium cobble content (ALLUVIUM).

    S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)

    Legend

    Water

    Strikes/Standing

    Depth

    Depth(Thickness)

    (0.30 )0.30

    (1.40 )

    1.70

    (0.80 )

    2.50

    (3.00 )

    5.50

    (1.50 )

    7.00

    (3.50 )

    1

    2

    3

    4

    5

    6

    7

    8

    9

    mOD

    7.90

    6.50

    5.70

    2.70

    1.20

    Back ll/Install-a ons

    Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:

    Project Name:

    St Mary Virgin School Site Loca on:

    Bute Street, Cardi Client:

    Cardi CouncilProject No:

    7048b.02

    Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44

    Ground Level: 8.20 mOD

    Eas ng: 212802 m

    Northing: 201600 m

    BH04

    General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.

    Progress & Standing Water LevelsDate Time Hole Depth Casing Depth

    Water Depth

    Water StrikesDate Time Strike Depth

    Casing Depth

    Elapsed Minutes

    Depth to Water

    Depth Sealed

    ChisellingDepth

    TopDepth Base Dura on

    Hole DiameterHole Depth Hole Diameter

    Casing DiameterCasing

    Diameter Casing Depth

  • DepthSample

    Type Class

    Test Details

    Type

    S

    Result

    50 (4,7/10,14,16,10)

    TCR(%)

    WaterDepth

    CasingDepth

    Strata Details

    Descrip on

    S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)Mercia Mudstone. Drillers Descrip on (see addi onal rotary core log).

    End of Borehole at 16.500m

    Legend

    Water

    Strikes/Standing

    Depth

    Depth(Thickness)

    10.50

    (6.50 )

    16.50

    11

    12

    13

    14

    15

    16

    17

    18

    19

    mOD

    -2.30

    -8.30

    Back ll/Install-a ons

    Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:

    Project Name:

    St Mary Virgin School Site Loca on:

    Bute Street, Cardi Client:

    Cardi CouncilProject No:

    7048b.02

    Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44

    Ground Level: 8.20 mOD

    Eas ng: 212802 m

    Northing: 201600 m

    BH04

    General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.

    Progress & Standing Water LevelsDate Time Hole Depth Casing Depth

    Water Depth

    Water StrikesDate Time Strike Depth

    Casing Depth

    Elapsed Minutes

    Depth to Water

    Depth Sealed

    ChisellingDepth

    TopDepth Base Dura on

    Hole DiameterHole Depth Hole Diameter

    Casing DiameterCasing

    Diameter Casing Depth

  • Depth

    0.50 -1.00

    1.50 -2.00

    3.00 -3.50

    6.50 -7.00

    8.50 -9.00

    Sample

    Type

    B

    B

    B

    B

    B

    Class

    Test Details

    Type

    S

    S

    C

    C

    C

    C

    S

    S

    Result

    12 (2,1/2,3,4,3)

    27 (2,5/5,11,6,5)

    30 (4,2/9,7,9,5)

    50 (10,14/50 for 150mm)

    45 (7,9/12,6,17,10)

    28 (3,6/7,6,5,10)

    29 (4,6/6,7,6,10)

    50 (5,9/12,14,20,4)

    TCR(%)

    WaterDepth

    CasingDepth

    Strata Details

    Descrip on

    Grass over brown sandy gravelly CLAY with abundant roots. Gravel is ne to course subangular to angular (TOPSOIL).So to rm, brown, sandy CLAY. Occasional fragments of brick, concrete, metal. (MADE GROUND).

    So to rm brown slightly sandy silty gravelly CLAY (Probable TIDAL FLAT DEPOSITS).

    Dense brown sandy ne to coarse subangular to subrounded GRAVEL with medium cobble content (ALLUVIUM).

    S thickly laminated reddish brown slightly silty gravelly CLAY with low cobble content. Gravel is ne, subrounded of mudstone. (Probable Class Dc weathered MERCIA MUDSTONE GROUP)

    Mercia Mudstone. Drillers Descrip on (see addi onal rotary core log).

    Legend

    Water

    Strikes/Standing

    Depth

    Depth(Thickness)

    (0.50 )

    0.50

    (1.00 )

    1.50

    (1.00 )

    2.50

    (4.00 )

    6.50

    (2.50 )

    9.00

    1

    2

    3

    4

    5

    6

    7

    8

    9

    mOD

    7.70

    6.70

    5.70

    1.70

    -0.80

    Back ll/Install-a ons

    Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:

    Project Name:

    St Mary Virgin School Site Loca on:

    Bute Street, Cardi Client:

    Cardi CouncilProject No:

    7048b.02

    Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44

    Ground Level: 8.20 mOD

    Eas ng: 212802 m

    Northing: 201600 m

    BH05

    General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.

    Progress & Standing Water LevelsDate Time Hole Depth Casing Depth

    Water Depth

    Water StrikesDate Time Strike Depth

    Casing Depth

    Elapsed Minutes

    Depth to Water

    Depth Sealed

    ChisellingDepth

    TopDepth Base Dura on

    Hole DiameterHole Depth Hole Diameter

    Casing DiameterCasing

    Diameter Casing Depth

  • DepthSample

    Type Class

    Test Details

    Type ResultTCR(%)

    WaterDepth

    CasingDepth

    Strata Details

    Descrip on

    Mercia Mudstone. Drillers Descrip on (see addi onal rotary core log).

    End of Borehole at 13.500m

    Legend

    Water

    Strikes/Standing

    Depth

    Depth(Thickness)

    (4.50 )

    13.50

    11

    12

    13

    14

    15

    16

    17

    18

    19

    mOD

    -5.30

    Back ll/Install-a ons

    Start date: 22/01/2019 Driller: JDEnd date: 22/01/2019 Logged by: DBBack ll date: 22/01/2019 Date logged:

    Project Name:

    St Mary Virgin School Site Loca on:

    Bute Street, Cardi Client:

    Cardi CouncilProject No:

    7048b.02

    Drilling methodCable Percussion with Rotary Coring Follow-onEquipmentDando and T44

    Ground Level: 8.20 mOD

    Eas ng: 212802 m

    Northing: 201600 m

    BH05

    General Remarks1. Coordinates are and eleva on are from the centre of the site and es mated only from online mapping. 2. Hand-dug pit excavated to 1.2m to check loca on for the presence of services. 3. Cable percussion drlling followed by rotary coring.

    Progress & Standing Water LevelsDate Time Hole Depth Casing Depth

    Water Depth

    Water StrikesDate Time Strike Depth

    Casing Depth

    Elapsed Minutes

    Depth to Water

    Depth Sealed

    ChisellingDepth

    TopDepth Base Dura on

    Hole DiameterHole Depth Hole Diameter

    Casing DiameterCasing

    Diameter Casing Depth