Environmental Strategies Well ID: ESM-01 & ... SS-1 SS-2 SS-35 SS-4 SS-59 SS-61 1 SS-7 SS-8 SS-9 1...

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Transcript of Environmental Strategies Well ID: ESM-01 & ... SS-1 SS-2 SS-35 SS-4 SS-59 SS-61 1 SS-7 SS-8 SS-9 1...

  • ESM-01 2001-166

    SARSS/Lewis Chemical

    MADEP

    12-24 Fairmount Ct., Boston, MA

    J. Callahan

    Ground Surface brown, dry, medium to fine SAND, trace fine gravel

    brown, damp, medium to fine SAND, trace fine gravel

    dark brown, dry, medium to fine SAND, trace coarse to fine gravel grey FILL (concrete debris)

    black, (asphalt and concrete debris, FILL)

    dark brown, dry, medium to fine SAND, little fine gravel brown/black, damp, medium to fine SAND, trace cobble and fine gravel

    dark brown, wet, COBBLE, trace coarse to fine sand(odor)

    dark grey, wet, coarse to fine SAND (odor, sheen)

    chocolate brown, moist, dense, organic PEAT and SILT, trace roots dark grey, moist, dense clayey SILT

    dark brown, wet, fine SAND, little silt

    brown, wet, coarse to fine SAND

    grey, wet, medium SAND, trace fine sand (odor)

    greenish-grey, wet, medium SAND

    reddish-brown/gold, wet, medium SAND (auger refusal at 22)'

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    SS-1

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    SS-9

    SS-10

    SS

    SS

    SS

    SS

    SS

    SSL

    SS

    SS

    SSL

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    12 8 8 8

    12 14 12 13

    12 14 50 32

    21 50=1"

    24 15 15 15

    10 12 18 24

    11 11 8 11

    5 11 7 12

    24 25 25 26

    25 36 42 58

    1000 3000 (ppm)

    0

    0

    0

    0

    7

    186

    200

    1800

    1800

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    2" P

    V C

    R is

    er 2"

    P V

    C .0

    10 S

    cr ee

    n

    B en

    to ni

    te

    S an

    d

    N at

    iv e

    Fi ll

    AM Drilling Services, Inc. Hollow Stem Auger

    6/13/02

    4.25-inch 2-inch

    Well ID: Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By: Drill Method: Drill Date:

    Hole Size: Well Diameter: Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main Street Norton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    D ep

    th

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    S ym

    bo l

    Description

    D ep

    th /E

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    N um

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    6 in

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    R ec

    ov er

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    PID Results

    Well Details

  • ESM-02 2001-166

    SARSS/Lewis Chemical

    MADEP

    12-24 Fairmount Ct., Boston, MA

    J. Callahan

    Ground Surface chocolate brown, damp, fine SAND, trace gravel, wood

    brown, dry, medium to fine SAND and asphalt (FILL)

    grey, FILL ( concrete)

    brown, dry, medium to fine SAND, little cobble

    brown, damp, denser, medium to fine SAND, trace coarse to fine gravel

    brown, damp, dense, coarse to fine SAND, trace coarse to fine GRAVEL

    FILL (black, ash and brick debris)

    greenish-grey, damp-moist, dense fine SAND, trace fine gravel

    greenish-grey, moist-wet, dense, fine SAND, trace coarse to fine gravel, medium sand and silt no recovery

    dark grey, dense, clayey SILT, trace fine sand

    chocolate brown, organic SILT

    dark grey, wet, dense, medium to fine SAND trace fine gravel

    light brown/tan, wet, dense, fine SAND

    (auger refusal at 20)'

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    SS-1

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    SS-4

    SS-5

    SS-6

    SS-7

    SS-8

    SS

    SS

    SS

    SS

    SS

    SS

    SS

    SS

    15 30 21 40

    27 48 52 44

    11 13 21 11

    23 46 66 40

    7 7 27 40

    8 7 14 11

    8 11 9 12

    10 20

    100=6"

    1000 3000 (ppm)

    0

    2

    0

    0

    4

    20

    2" P

    V C

    R is

    er

    2" P

    V C

    .0 10

    S cr

    ee n

    B en

    to ni

    te

    S an

    d

    N at

    iv e

    Fi ll

    AM Drilling Services, Inc. Hollow Stem Auger

    6/13/02

    4.25-inch 2-inch

    Well ID: Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By: Drill Method: Drill Date:

    Hole Size: Well Diameter: Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main Street Norton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    D ep

    th

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    S ym

    bo l

    Description

    D ep

    th /E

    le v.

    N um

    be r

    Ty pe

    B lo

    w s/

    6 in

    .

    R ec

    ov er

    y

    S ym

    bo l

    PID Results

    Well Details

  • ESM-03 2001-166

    SARSS/Lewis Chemical

    MADEP

    12-24 Fairmount Street, Boston, MA

    J. Callahan

    Ground Surface brown, damp, medium to fine SAND, trace fine gravel

    FILL (black asphal)t

    light brown, damp, denser, medium to fine SAND, little coarse to fine gravel brown/dark brown, damp, coarse to fine SAND, trace coarse to fine gravel, trace black ash (moerately dense) brown to light brown, moist, denser, coarse to fine SAND, trace fine gravel light brown, wet, SILT, trace fine sand gray, wet, clayey SILT(odor, slight sheen) dark gray, dense, clayey SILT (odor, slight sheen)

    chocolate brown, organic SILT, trace roots (odor)

    chocolate brown, wet, organic SILT

    gray, wet, coarse to fine SAND, little coarse to fine gravel, trace silt (sheen) dark gray, wet, coarse to fine SAND and GRAVEL, trace cobble (sheen) (auger refusal at 14)'

    End of Borehole

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    SS

    SS

    SSL

    SS

    19 24 30 31

    21 30 21 27

    27 27 25 7

    10 11 20 19

    7 4 3 3

    4 18 47 40

    100=5"

    1000 3000 (ppm)

    0

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    0

    3500

    3600

    3800

    2700

    2" P

    V C

    R is

    er

    2" P

    V C

    .0 10

    S cr

    ee n

    B en

    to ni

    te

    S an

    d

    N at

    iv e

    Fi ll

    AM Drilling Services, Inc. Hollow Stem Auger

    6/13/02

    4.25-inch 2-inch

    Well ID: Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By: Drill Method: Drill Date:

    Hole Size: Well Diameter: Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main Street Norton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    D ep

    th

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    S ym

    bo l

    Description

    D ep

    th /E

    le v.

    N um

    be r

    Ty pe

    B lo

    w s/

    6 in

    .

    R ec

    ov er

    y

    S ym

    bo l

    PID Results

    Well Details

  • ESM-04 2001-166

    SARSS/Lewis Chemical

    MADEP

    12-24 Fairmount Ct., Boston, MA

    J. Callahan

    Ground Surface dark brown, damp, medium to fine SAND, trace fine gravel

    grey, FILL (concrete debris)

    reddish-brown, dry, FILL ( red BRICK debris) and medium to fine SAND

    dark brown, moist-wet, medium to fine SAND

    organic SILT

    grey, wet, clayey SILT

    grey, wet, denser, clayey SILT

    dark grey, wet, dense silty CLAY, trace fine sand

    chocolate brown, wet, organic SILT

    dark gray-greenish gray, wet, coarse to fine SAND

    dark grey, wet, coarse to fine SAND

    gray-light brown, wet, coarse to fine GRAVEL and coarse to fine SAND, trace cobble (at tip)

    End of Borehole

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    SS-1

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    SS-7

    SS

    SS

    SS

    SS

    SS

    SSL

    SS

    8 12 12 18

    41 21 18 18

    12 2 9 8

    19 23 25 25

    4 4 4 8

    21 25 35 22

    21 100=5"