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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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)' 0 2 4 5 6 7 8 10 12 13 14 16 17 18 19 20 22 SS-1 SS-2 SS-3 SS-4 SS-5 SS-6 SS-7 SS-8 SS-9 SS-10 SS SS SS SS SS SSL SS SS SSL SS 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 300 2" PVC Riser 2" PVC .010 Screen Bentonite Sand Native Fill 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 Depth 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Symbol Description Depth/Elev. Number Type Blows/6 in. Recovery Symbol PID Results Well Details
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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-012001-166

    SARSS/Lewis Chemical

    MADEP

    12-24 Fairmount Ct., Boston, MA

    J. Callahan

    Ground Surfacebrown, 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 gravelgrey FILL (concrete debris)

    black, (asphalt and concrete debris, FILL)

    dark brown, dry, medium to fine SAND, little fine gravelbrown/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 rootsdark 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)'

    0

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    18

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    20

    22

    SS-1

    SS-2

    SS-3

    SS-4

    SS-5

    SS-6

    SS-7

    SS-8

    SS-9

    SS-10

    SS

    SS

    SS

    SS

    SS

    SSL

    SS

    SS

    SSL

    SS

    12888

    12141213

    12145032

    2150=1"

    24151515

    10121824

    1111811

    511712

    24252526

    25364258

    1000 3000(ppm)

    0

    0

    0

    0

    7

    186

    200

    1800

    1800

    300

    2" P

    VC

    Ris

    er2"

    PV

    C .0

    10 S

    cree

    n

    Ben

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    San

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    Nat

    ive

    Fill

    AM Drilling Services, Inc.Hollow Stem Auger

    6/13/02

    4.25-inch2-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 StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

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    8

    9

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    22

    Sym

    bol

    Description

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    th/E

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    Num

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    6 in

    .

    Rec

    over

    y

    Sym

    bol

    PID Results

    Well Details

  • ESM-022001-166

    SARSS/Lewis Chemical

    MADEP

    12-24 Fairmount Ct., Boston, MA

    J. Callahan

    Ground Surfacechocolate 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, fineSAND, trace coarse to fine gravel, medium sand and siltno 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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    20

    SS-1

    SS-2

    SS-3

    SS-4

    SS-5

    SS-6

    SS-7

    SS-8

    SS

    SS

    SS

    SS

    SS

    SS

    SS

    SS

    15302140

    27485244

    11132111

    23466640

    772740

    871411

    811912

    1020

    100=6"

    1000 3000(ppm)

    0

    2

    0

    0

    4

    20

    2" P

    VC

    Ris

    er

    2" P

    VC

    .010

    Scr

    een

    Ben

    toni

    te

    San

    d

    Nat

    ive

    Fill

    AM Drilling Services, Inc.Hollow Stem Auger

    6/13/02

    4.25-inch2-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 StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

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    20

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    bol

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    6 in

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    Rec

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    PID Results

    Well Details

  • ESM-032001-166

    SARSS/Lewis Chemical

    MADEP

    12-24 Fairmount Street, Boston, MA

    J. Callahan

    Ground Surfacebrown, damp, medium to fine SAND, trace fine gravel

    FILL (black asphal)t

    light brown, damp, denser, medium to fine SAND, little coarse to fine gravelbrown/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 gravellight brown, wet, SILT, trace fine sandgray, 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

    0

    1

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    12

    14

    SS-1

    SS-2

    SS-3

    SS-4

    SS-5

    SS-6

    SS-7

    SS

    SS

    SS

    SS

    SS

    SSL

    SS

    19243031

    21302127

    2727257

    10112019

    7433

    4184740

    100=5"

    1000 3000(ppm)

    0

    0

    0

    3500

    3600

    3800

    2700

    2" P

    VC

    Ris

    er

    2" P

    VC

    .010

    Scr

    een

    Ben

    toni

    te

    San

    d

    Nat

    ive

    Fill

    AM Drilling Services, Inc.Hollow Stem Auger

    6/13/02

    4.25-inch2-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 StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

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    10

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    12

    13

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    15

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    17

    18

    19

    20

    Sym

    bol

    Description

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    th/E

    lev.

    Num

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    Type

    Blo

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    6 in

    .

    Rec

    over

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    Sym

    bol

    PID Results

    Well Details

  • ESM-042001-166

    SARSS/Lewis Chemical

    MADEP

    12-24 Fairmount Ct., Boston, MA

    J. Callahan

    Ground Surfacedark 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

    0

    1

    2

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    8

    9

    10

    12

    13

    14

    SS-1

    SS-2

    SS-3

    SS-4

    SS-5

    SS-6

    SS-7

    SS

    SS

    SS

    SS

    SS

    SSL

    SS

    8121218

    41211818

    12298

    19232525

    4448

    21253522

    21100=5"

    1000 3000(ppm)

    0

    0

    0

    0

    28

    28

    23

    2" P

    VC

    Ris

    er

    2" P

    VC

    .010

    Scr

    een

    Ben

    toni

    te

    San

    d

    Nat

    ive

    Fill

    AM Drilling Services, Inc.Hollow Stem Auger

    6/13/02

    4.25-inch2-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 StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

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    7

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    9

    10

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    12

    13

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    Sym

    bol

    Description

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    th/E

    lev.

    Num

    ber

    Type

    Blo

    ws/

    6 in

    .

    Rec

    over

    y

    Sym

    bol

    PID Results

    Well Details

  • ESM-052001-166

    Lewis Chemical

    SARSS/MADEP

    12-24 Fairmount Ct., Boston, MA

    J. Callahan

    Ground Surfacedark brown, damp, medium to fine SANDdarker brown, moist, medium to fine SAND, trace fine graveldark brown, wet medium to fine SAND, trace fine gravel

    boulder

    grey, wet, dense, SILT, trace clay

    grey, wet, dense, CLAYEY SILT (sheen, odor)

    grey-brown, wet, SILT and GRAVEL, trace coarse sand (strong odor)

    grey-brown, wet, coarse to medium SAND, little fine gravel, trace silt (strong odor)

    dark grey, wet, coarse to fine SAND

    dark grey, wet, coarse to fine SANDlight brown, wet, dense TILL (4 inches)

    (auger refusal at 18.8')

    End of Borehole

    0

    1

    2

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    9

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    13

    15

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    19

    SS-1

    SS-2

    SS-3

    SS-4

    SS-5

    SS-6

    SS-7

    SS-8

    SS

    SS

    SS

    SS

    SS

    SS

    SS

    SS

    8121310

    11

    171723

    161464

    12122626

    41525659

    39435759

    4550

    100=3"

    1000 3000(ppm)

    236

    2000

    1200

    2700

    2900

    2100

    3450

    3300

    2" P

    VC

    Ris

    er

    2" P

    VC

    .010

    Scr

    een

    Ben

    toni

    te

    San

    d

    Nat

    ive

    Fill

    AM Drilling Services, Inc.Hollow Stem Auger

    6/12/02

    4.25-inch2-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 StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

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    12

    13

    14

    15

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    17

    18

    19

    20

    Sym

    bol

    Description

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    th/E

    lev.

    Num

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    Type

    Blo

    ws/

    6 in

    .

    Rec

    over

    y

    Sym

    bol

    PID Results

    Well Details

  • ESM-062001-166

    SARSS/Lewis Chemical

    MADEP

    12-24 Fairmount Ct., Boston, MA

    J. Callahan

    Ground Surfacedark brown, dry, medium to fine SAND, little concrete, trace asphalt and wood debris

    concrete debris (wire)

    brown-grey, dry, medium to fine SAND, little concrete, trace asphalt and wood debris

    brown-light grey, wet, coarse to fine SAND, little coarse gravel, little wood (debris at tip)

    grey, wet, silty clay, trace fine SAND

    grey, wet, fine SAND, trace coarse gravel

    grey, wet, dense, coarse to fine SAND,trace silt and fine gravel (odor)greyish-brown, wet,coarse to fine SAND (sheen at 12')yellow-brown, wet, coarse to fine SANDbrown, wet, coarse to medium SAND, trace fine gravel

    brown-grey, wet, coarse to medium SAND, little coarse to fine gravel

    grey, wet, coarse to fine SAND, trace coarse gravel

    greenish-brown, coarse to fine SAND, trace coarse gravel(auger refusal at 19.5')

    End of Borehole

    0

    2

    3

    5

    8

    9

    10

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    12

    13

    15

    17

    18

    20

    SS-1

    SS-2

    SS-3

    SS-4

    SS-5

    SS-6

    SS-7

    SS-8

    S-9

    SS

    GC

    SS

    SS

    SS

    SS

    SS

    SS

    SS

    SS

    3550=0

    1212510

    18143012

    1391423

    19293030

    19192729

    19243739

    9112113

    31545250

    1000 3000(ppm)

    3

    344

    290

    955

    3300

    3300

    3500

    2600

    1700

    226

    2" P

    VC

    Ris

    er

    2" P

    VC

    .010

    Scr

    een

    Ben

    toni

    te

    San

    d

    Nat

    ive

    Fill

    AM Drilling Services, Inc.Hollow Stem Auger

    6/12/02

    4.25-inch2-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 StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    Sym

    bol

    Description

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    th/E

    lev.

    Num

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    Type

    Blo

    ws/

    6 in

    .

    Rec

    over

    y

    Sym

    bol

    PID Results

    Well Details

  • ESM-072001-166

    SARSS/Lewis Chemical

    MADEP

    12-24 Fairmount Street, Boston, MA

    J. Callahan

    Ground Surfacedark brown, dry, medium to fine SAND, little fill (debris layers)

    dark reddish-brown, dry, FILL ( layered debris 1-2mm)

    dark reddish brown, damp, FILL ( layered debris) trace concrete, trace organic peat

    dark reddish-brown, damp, FILL (debris-spongy, less layered and thicker) trace organic peat (strong ordor)

    dark brown, damp, FILL (debris and organic material)

    black, moist, fine SAND and organic FILL grey, wet, fine SAND

    brown bluish-grey, wet, fine SAND and CLAY

    bluish-grey, wet, coarse to fine SAND, trace fine gravel

    grey, wet, coarse to medium SAND

    (auger refusal at 23')

    0

    2

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    14

    18

    23

    SS-1

    SS-2

    SS-3

    SS-4

    SS-5

    SS-6

    SS-7

    SS-8

    SS-9

    SS-10

    SS-11

    SS

    SS

    SS

    SS

    SS

    SSL

    SS

    SS

    SS

    SS

    SS

    4100=5"

    31343742

    4103766

    100=5"

    5232

    1377

    77710

    25272719

    17151819

    17191721

    3121

    50=2"

    1000 3000(ppm)

    0

    0

    0

    0

    0

    0

    0

    0

    0

    0

    0

    2" P

    VC

    Ris

    er

    2" P

    VC

    .010

    Scr

    een

    Ben

    toni

    te

    San

    d

    Nat

    ive

    Fill

    AM Drilling Services, Inc.Hollow Stem Auger

    6/12/02

    4.25-inch2-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 StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

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    10

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    13

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    23

    Sym

    bol

    Description

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    th/E

    lev.

    Num

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    Type

    Blo

    ws/

    6 in

    .

    Rec

    over

    y

    Sym

    bol

    PID Results

    Well Details

  • ESM-082001-166

    SARSS/Lewis Chemical

    MADEP

    12-24 Fairmount Ct., Boston, MA

    J. Callahan

    Ground Surfacedark brown, dry, medium to fine SAND, trace organic silt

    grey, dry, medium to fine SAND, trace organic silt

    dark brown, damp, medium to fine SAND, little coarse to fine gravel

    dark brown, damp, medium to fine SAND, little coarse to fine gravel

    brown, damp, medium to fine SAND and GRAVEL, trace cobble

    boulder

    dark-brown, moist-wet, organic SILT/PEAT

    brown, wet, coarse to fine SAND, trace silt

    dark brown, organic SILTdark brown organic SILT, trace roots

    dark grey wet, fine SAND, little cobble

    dark grey, wet, silty SAND, some cobble

    End of Borehole

    00

    -11

    -22

    -44

    -66

    -88

    -1010

    -1111

    -1212

    -1313

    -1414

    -1515

    SS-1

    SS-2

    SS-3

    SS-4

    SS-5

    SS-6

    SS-7

    SS

    SS

    SS

    SS

    SS

    SSL

    SS

    91198

    11131512

    19212426

    21272321

    7222

    4253637

    58100=5"

    1000 3000(ppm)

    0

    0

    0

    0

    270

    500

    79

    2" P

    VC

    Ris

    er2"

    PV

    C .0

    10 S

    cree

    n

    Ben

    toni

    te

    San

    d

    Nat

    ive

    Fill

    AM Drilling Services, Inc.Hollow Stem Auger

    6/12/02

    4.25-inch2-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 StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Type

    Blo

    ws/

    6 in

    .

    Rec

    over

    y

    Sym

    bol

    PID Results

    Well Details

  • ESM-092001-166

    SARSS/Lewis Chemical

    MADEP

    12-24 Fairmount Ct., Boston, MA

    J. Callahan

    Ground Surfacedark brown, dry-damp, medium to fine SAND, trace coarse to fine gravelboulder

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

    light brown to grey, dense, fine SAND and SILT, trace fine gravel

    dark grey, moist, dense, SILT, trace fine gravel

    dark grey, moist, coarse to fine SAND (slight odor)

    grey, moist-wet, dense, fine SAND, little silt

    no recovery

    dark grey, wet, coarse to fine SAND, little coarse to fine gravel (slight odor)

    dark grey, wet, coarse to fine SAND, little coarse to fine gravel

    dark grey to grey, wet, coarse to fine SAND, trace coarse to fine gravel(auger refusal at 16)'

    End of Borehole

    0

    1

    2

    3

    4

    6

    7

    8

    10

    12

    14

    16

    SS-1

    SS-2

    SS-3

    SS-4

    SS-5

    SS-6

    SS-7

    SS-8

    SS

    SS

    SS

    SS

    SS

    SS

    SS

    SSL

    960=5"

    29191816

    381376

    189136

    25141320

    50382219

    57242025

    816

    50=1"

    1000 3000(ppm)

    0

    0

    110

    35

    167

    96

    180

    2" P

    VC

    Ris

    er

    2" P

    VC

    .010

    Scr

    een

    Ben

    toni

    te

    San

    d

    Nat

    ive

    Fill

    AM Drilling Services, Inc.Hollow Stem Auger

    6/14/02

    4.25-inch2-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 StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Type

    Blo

    ws/

    6 in

    .

    Rec

    over

    y

    Sym

    bol

    PID Results

    Well Details

  • ESM-102001-166

    SARSS/Lewis Chemical

    MADEP

    12-24 Fairmount Ct., Boston, MA

    J. Callahan

    Ground Surfacedark brown/black, dry, medium to fine SAND, trace cobble, coarse to fine gravel, asphalt and concrete

    brown, dry, denser, medium to fine SAND, trace coarse to fine gravel and coarse sand, trace concrete and asphalt

    brown, dry, medium to fine SAND, trace coarse to fine gravel

    whitish-grey, damp, ASH and medium to fine SAND, trace fine gravelno recovery

    dark brown damp, medium to fine SAND, trace coarse sand and silt

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

    dark grey, wet, coarse to fine SAND, trace ash and fine gravel (sheen)

    choclate brown, wet, dense, organic SILT (peat)

    grey, denser, wet, medium to fine SAND, trace fine gravel (TILL)

    (auger refusal at 17')

    End of Borehole

    0

    2

    4

    5

    6

    8

    10

    12

    13

    14

    17

    SS-1

    SS-2

    SS-3

    SS-4

    SS-5

    SS-6

    SS

    SS

    SS

    SS

    SS

    SS

    SSL

    28252218

    251586

    2222

    12141212

    1081210

    13566

    1827

    100=5"

    1000 3000(ppm)

    0

    0

    0

    300

    1880

    2" P

    VC

    Ris

    er

    2" P

    VC

    .010

    Scr

    een

    Ben

    toni

    te

    San

    d

    Nat

    ive

    Fill

    AM Drilling Services, Inc.Hollow Stem Auger

    6/14/02

    4.25-inch2-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 StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Type

    Blo

    ws/

    6 in

    .

    Rec

    over

    y

    Sym

    bol

    PID Results

    Well Details

  • TF Drain2001-166

    SARSS/Lewis Chemical

    MADEP

    12-24 Fairmount Ct., Boston, MA

    J. Callahan

    Ground Surfaceleaves, debris

    black sludgedark gray, very dense,medium to fine SAND, trace silt and fine gravel (TILL like)

    dark gray, less dense, coarse to fine SAND, trace coarse to fine gravel(spoon refusal at 4') (solid bottom)

    End of Borehole

    0

    2

    3

    4

    DR-1 SS

    113850

    50 150 250 350 450(ppm)

    50.0

    AM Drilling Services, Inc.

    Split Spoon

    6/14/02

    2-inch

    Borehole Number: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 StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Type

    Blo

    ws/

    6 in

    .

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • TP-12004-301

    DND Lewis Chemical

    Boston DND

    12-24 Fairmount Ct., Hyde Park, MA

    AP, AF

    Ground Surfacedark brown, dry, coarse to fine SAND and GRAVEL

    tan, dry, coarse to fine SAND

    dark brown/black, dry, coarse to fine SAND and GRAVEL, trace silt(concrete and brick)

    End of Test Pit

    0.0

    1.0

    2.0

    4.0 TP-1

    50 150 250 350 450(ppm)

    0.0

    8,000 gal steel tank, approx. 600 gal liquids

    Earthwork

    6/1/05

    22' X 10'

    Test Pit ID:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Excavated By:

    Excavation Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    PID ResultsRemarks

  • TP-22004-301

    DND Lewis Chemical

    Boston DND

    12-24 Fairmount Ct., Hyde Park, MA

    AP, AF

    Ground Surfacedark brown/black, dry, coarse to fine SAND and GRAVEL, trace silt(rock and concrete)

    End of Test Pit

    0.0

    2.0 TP-2

    50 150 250 350 450(ppm)

    0.0

    Earthwork

    6/1/05

    5' X 8'

    Test Pit ID:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Excavated By:

    Excavation Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    PID ResultsRemarks

  • TP-32004-301

    DND Lewis Chemical

    Boston DND

    12-24 Fairmount Ct., Hyde Park, MA

    AP, AF

    Ground Surfacegrass/loam

    (2' X 4' sheets of brown paperlike material, neatly stacked)

    End of Test Pit

    0.0

    0.6

    5.5 TP-3

    50 150 250 350 450(ppm)

    0.0

    Earthwork

    6/1/05

    5'X9'

    Test Pit ID:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Excavated By:

    Excavation Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    PID ResultsRemarks

  • TP-42004-301

    DND Lewis Chemical

    Boston DND

    12-24 Fairmount Ct., Hyde Park, MA

    AP, AF

    Ground Surfacegrass/loam

    dark brown/black, coarse to fine SAND and GRAVEL, some silt(2' X 4' sheets of brown paperlike material, stacked, crushed drum)dark brown/tan, dry, coarse to fine SAND and GRAVEL, some silt

    End of Test Pit

    0.0

    0.6

    2.0

    4.0 TP-4

    50 150 250 350 450(ppm)

    0.0

    Earthwork

    6/1/05

    5'X3'

    Test Pit ID:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Excavated By:

    Excavation Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    PID ResultsRemarks

  • TP-52004-301

    DND Lewis Chemical

    Boston DND

    12-24 Fairmount Ct., Hyde Park, MA

    AP, AF

    Ground Surfacebrown, dry, coarse to fine SAND and GRAVEL

    End of Test Pit

    0.0

    4.5 TP-4

    50 150 250 350 450(ppm)

    0.0

    PID 3 soil samples at 4.5' along bottom of trench all

    ND; old water value in middle of trench

    Earthwork

    6/1/05

    45' X 5'

    Test Pit ID:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Excavated By:

    Excavation Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    PID ResultsRemarks

  • TP-62004-301

    DND Lewis Chemical

    Boston DND

    12-24 Fairmount Ct., Hyde Park, MA

    AP, AF

    Ground Surfaceasphaltbrown, dry, coarse to fine SAND and GRAVEL

    (round brick structure, 10' wide with soil in center, approx. 2' deep)

    End of Test Pit

    0.0

    2.0

    4.0

    TP-6

    50 150 250 350 450(ppm)

    46.0

    sidewall sample collected for PID screening, ND

    Earthwork

    6/1/05

    8' X 10'

    Test Pit ID:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Excavated By:

    Excavation Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    PID ResultsRemarks

  • TP-72004-301

    DND Lewis Chemical

    Boston DND

    12-24 Fairmount Ct., Hyde Park, MA

    AP, AF

    Ground Surfacedark brown/black, dry, coarse to fine SAND, some gravel(many large pieces of asphalt)

    End of Test Pit

    0.0

    4.5 TP-7

    50 150 250 350 450(ppm)

    0.0

    Earthwork

    6/2/05

    30' X 3'

    Test Pit ID:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Excavated By:

    Excavation Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    PID ResultsRemarks

  • TP-82004-301

    DND Lewis Chemical

    Boston DND

    12-24 Fairmount Ct., Hyde Park, MA

    AP, AF

    Ground Surfacedark brown/black, dry, coarse to fine SAND, some gravel(many large pieces of asphalt)

    End of Test Pit

    0.0

    4.5 TP-8

    50 150 250 350 450(ppm)

    0.0

    Earthwork

    6/2/05

    42' X 3'

    Test Pit ID:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Excavated By:

    Excavation Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    PID ResultsRemarks

  • TP-92004-301

    DND Lewis Chemical

    Boston DND

    12-24 Fairmount Ct., Hyde Park, MA

    AP, AF

    Ground Surfacedark brown/black, dry, coarse to fine SAND, some gravel(many large pieces of asphalt and cement, old sign post, metal sieve)

    End of Test Pit

    0.0

    6.0

    TP-9

    TP-9

    50 150 250 350 450(ppm)

    0.0

    0.0

    Earthwork

    6/2/05

    42' X 3'

    Test Pit ID:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Excavated By:

    Excavation Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    PID ResultsRemarks

  • TP-102004-301

    DND Lewis Chemical

    Boston DND

    12-24 Fairmount Ct., Hyde Park, MA

    AP, AF

    Ground Surfacedark brown/black, dry, coarse to fine SAND, some gravel(many large pieces of asphalt and cement)

    End of Test Pit

    0.0

    5.0

    TP-10

    50 150 250 350 450(ppm)

    0.0

    Earthwork

    6/2/05

    8' X 10'

    Test Pit ID:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Excavated By:

    Excavation Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    PID ResultsRemarks

  • TP-112004-301

    DND Lewis Chemical

    Boston DND

    12-24 Fairmount Ct., Hyde Park, MA

    AP, AF

    Ground Surfacedark brown/black, dry, coarse to fine SAND, some gravel(many large pieces of asphalt and cement)

    End of Test Pit

    0.0

    5.0

    TP-11

    50 150 250 350 450(ppm)

    0.0

    Earthwork

    6/2/05

    8' X 10'

    Test Pit ID:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Excavated By:

    Excavation Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    PID ResultsRemarks

  • ESM-112004-301

    DND Lewis Chemical

    DND Boston

    12-24 Fairmount Ct., Hyde Park, MA

    AF

    Ground Surfacebrown, dry, medium to fine SAND, some gravel

    brown, dry, fine SAND, some gravel

    brown, moist, fine SAND, some gravel (asphalt)

    brown, damp, medium to fine SAND and GRAVEL

    brown, wet, GRAVEL, some sand

    brown, wet, dense fine SAND and SILT, some organic clayey silt

    End of Borehole

    00

    -55

    -77

    -1010

    -1212

    -1515

    -1818

    SS-1

    SS-2

    SS-3

    SS-4

    SS-5

    SS-6

    SS

    SS

    SS

    SS

    SS

    SS

    1555

    17141614

    15131615

    9121812

    713136

    1713167

    1000 3000(ppm)

    0

    2

    0

    0

    0

    0

    San

    d P

    ack

    Nat

    ive

    Fill

    Ben

    toni

    te S

    eal

    Soil Excavation Corp.Hollow Stem Auger

    7/13/05

    4.25"2"

    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 StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Type

    Blo

    ws/

    6 in

    .

    Rec

    over

    y

    Sym

    bol

    PID Results(11.7 eV lamp)

    Well Details

  • ESM-122004-301

    DND Lewis Chemical

    DND Boston

    12-24 Fairmount Ct., Hyde Park, MA

    AF

    Ground Surfacebrown, dry, fine SAND, some gravel

    brown, moist, medium to fine SAND and GRAVEL

    brown, wet, medium to fine SAND and GRAVEL, some organic

    brown, wet, CLAYEY SILT and fine SAND

    End of Borehole

    00

    -1010

    -1212

    -1515

    -1717

    SS-1

    SS-2

    SS-3

    SS-4

    SS-5

    SS-6

    SS

    SS

    SS

    SS

    SS

    SS

    730

    6957

    121022

    2665

    5344

    1000 3000(ppm)

    0

    0

    0

    0

    0

    0

    San

    d P

    ack

    Nat

    ive

    Fill

    Ben

    toni

    te S

    eal

    Soil Excavation Corp.Hollow Stem Auger

    7/13/05

    4.25"2"

    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 StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Type

    Blo

    ws/

    6 in

    .

    Rec

    over

    y

    Sym

    bol

    PID Results(11.7 eV lamp)

    Well Details

  • ESM-132004-301

    DND Lewis Chemical

    DND Boston

    12-24 Fairmount Ct., Hyde Park, MA

    AF

    Ground Surfacedry, brown, fine SAND and GRAVEL

    light brown/tan, moist, medium to fine SAND, trace gravel

    brown, moist, medium to fine clayey SAND, trace gravel

    brown, wet, coarse to fine SAND and GRAVEL

    brown, wet, coarse to fine SAND and GRAVEL, some cobble

    gray, wet, medium to coarse SAND, GRAVEL and SILTdark brown, wet, dense, SAND and SILTgray/black, wet, SAND and rock fragments

    End of Borehole

    00

    -22

    -55

    -77

    -1010

    -1212

    -1313

    -1414

    -1717

    SS-1

    SS-2

    SS-3

    SS-4

    SS-5

    SS-6

    SS-7

    SS

    SS

    SS

    SS

    SS

    SS

    SS

    2367

    77910

    6321

    2211717

    37171818

    1610825

    22192525

    1000 3000(ppm)

    38

    15

    6

    0

    0

    598

    21

    San

    d P

    ack

    Nat

    ive

    Fill

    Ben

    toni

    te S

    eal

    Soil Excavation Corp.Hollow Stem Auger

    7/13/05

    4.25"2"

    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 StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Type

    Blo

    ws/

    6 in

    .

    Rec

    over

    y

    Sym

    bol

    PID Results(11.7 eV lamp)

    Well Details

  • ESM-142004-301

    DND Lewis Chemical

    DND Boston

    12-24 Fairmount Ct., Hyde Park, MA

    AF

    Ground Surfaceasphalt/boulders

    brown, dry, medium to coarse SAND and GRAVEL

    brown, damp, medium to coarse SAND and GRAVEL

    brown/gray, wet, medium to fine SAND, trace clay and gravel

    brown/gray, wet, coarse to fine SAND, some gravel

    brown, wet, dense, SILTY CLAY

    brown, wet, GRAVELEnd of Borehole

    0

    5

    7

    10

    12

    15

    1717

    SS-1

    SS-2

    SS-3

    SS-4

    SS-5

    SS-6

    SS

    SS

    SS

    SS

    SS

    SS

    6774

    17251920

    671712

    13132116

    16222124

    1000 3000(ppm)

    0

    2

    0

    0

    0

    San

    d P

    ack

    Nat

    ive

    Fill

    Ben

    toni

    te S

    eal

    Soil Excavation Corp.Hollow Stem Auger

    7/13/05

    4.25"2"

    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 StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Type

    Blo

    ws/

    6 in

    .

    Rec

    over

    y

    Sym

    bol

    PID Results(11.7 eV lamp)

    Well Details

  • ESM-152004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, dry, fine SAND, SILT, and medium GRAVEL

    black, dry, SILT, some gravel andfine sand dark brown, wet, SILT, some fine sand

    brown, wet, coarse SAND and fine GRAVEL, some coarse gravel and medium sand

    brown, wet, coarse SAND and GRAVEL

    End of Borehole

    00

    -44-55

    -1010

    -1515

    -1818

    MC-1

    MC-2

    MC-3

    MC-4

    500 1500 2500(ppm)

    781.0

    707.0

    90.0

    219.0

    San

    d P

    ack

    Nat

    ive

    Fill

    Ben

    toni

    te S

    eal

    Soil Exploration

    Geoprobe

    8/31/05

    2"

    Well ID:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Well Details

  • ESM-162004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, dry, medium to coarse SAND, trace fine to medium gravel, some silt

    brown/grey, wet, fine SAND and SILT

    grey, wet, fine SAND, some organic materialrefusal at 12'

    End of Borehole

    00

    -44

    -88

    -1212

    MC-1

    MC-2

    MC-3

    500 1500 2500(ppm)

    202.0

    285.0

    121.0

    San

    d P

    ack

    Nat

    ive

    Fill

    Ben

    toni

    te S

    eal

    Soil Exploration

    Geoprobe

    8/31/05

    1"

    Well ID:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Well Details

  • ESMB-012004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacecementbrown, damp, medium to fine SAND and GRAVEL

    brown, wet, coarse SAND and GRAVEL, some silt and fine sand

    brown, wet, SILT, some fine sand and organics

    brown, wet, coarse SAND and GRAVELbrown, wet, coarse SAND, trace gravel

    End of Borehole

    0

    5

    10

    14

    15

    16

    MC-1

    MC-2

    MC-3

    MC-4

    200 400 600 800(ppm)

    833.0

    >1000.0

    608.0

    307.0

    Soil Exploration

    Geoprobe

    9/1/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • ESMB-022004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, dry, coarse SAND, trace gravel

    brown, dry, fine SAND and SILT

    brown, wet, coarse SAND and GRAVEL

    brown, wet, fine SAND and SILT, some organics

    brown, wet, coarse SAND and GRAVEL, some fine sand and silt

    End of Borehole

    0

    3

    5

    7

    10

    15

    MC-1

    MC-2

    MC-3

    200 400 600 800(ppm)

    100.0

    45.0

    52.5

    Soil Exploration

    Geoprobe

    9/1/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • I-A032004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, dry to damp, medium SAND and GRAVEL

    brown, damp, SAND and GRAVEL

    brown, wet, SAND and GRAVEL

    dark brown, wet, fine SAND, trace silty clay(refusal at 12')

    End of Borehole

    00

    -55

    -88

    -1111-1212

    MC-1

    MC-2

    MC-3

    200 400 600 800(ppm)

    0.0

    0.0

    0.0

    Soil Exploration

    Geoprobe

    8/31/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • I-A082004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacedark to light brown, dry, medium to fine SAND, some gravel

    tan, damp, medium to fine SAND, some gravel

    brown to grey/brown, wet, clayey SAND, trace gravel

    blue/gray, wet, clayey silty SAND, trace gravel

    End of Borehole

    0

    5

    10

    15

    20

    MC-1

    MC-2

    MC-3

    MC-4

    200 400 600 800(ppm)

    0.0

    0.0

    0.0

    0.0

    Soil Exploration

    Geoprobe

    8/30/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • I-B052004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacedark brown, dry, SAND and GRAVEL

    tan, damp, SAND and GRAVEL

    tan, dry to damp, GRAVEL, some sand

    brown, damp to wet, coarse SAND and GRAVEL

    gray, wet, coarse SAND and GRAVELbrown, wet, SAND, some gravel

    gray, wet, medium to fine SAND, some gravel

    End of Borehole

    0

    3

    5

    10

    15

    19

    20

    MC-1

    MC-2

    MC-3

    MC-4

    200 400 600 800(ppm)

    0.4

    0.0

    0.0

    1.5

    Soil Exploration

    Geoprobe

    8/31/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • I-B072004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, moist, medium to fine SAND

    tan/grey, wet, coarse to fine SAND, some gravel

    End of Borehole

    0

    15

    20

    MC-1

    MC-2

    MC-3

    MC-4

    200 400 600 800(ppm)

    0.0

    0.0

    0.0

    0.0

    Soil Exploration

    Geoprobe

    8/30/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • I-B082004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacedark brown, dry, medium to fine SAND

    dry, tan, medium SAND and GRAVEL

    dry, tan, coarse to fine SAND and GRAVEL

    tan/grey, wet, medium to fine SAND

    dark brown, wet,fine SAND, some organic silty clay

    tan/grey, wet, medium to fine SAND

    End of Borehole

    0

    3

    5

    12

    14

    16

    20

    MC-1

    MC-2

    MC-3

    MC-4

    200 400 600 800(ppm)

    0.0

    0.0

    0.0

    0.0

    Soil Exploration

    Geoprobe

    8/30/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • I-B102004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacedark and light brown, dry, coarse to fine SAND, trace gravel

    tan, dry, coarse to fine SAND, trace gravel

    grey, wet dense CLAY

    gray, wet, coarse SAND and GRAVELwood at 15'

    brown, wet, dense, silty CLAYgray, wet, coarse SAND and GRAVELtan/orange, medium to fine SAND, trace gravel

    End of Borehole

    0

    5

    12

    13

    15

    16

    17

    20

    MC-1

    MC-2

    MC-3

    MC-4

    200 400 600 800(ppm)

    0.0

    0.0

    0.3

    0.0

    Soil Exploration

    Geoprobe

    8/30/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • I-C092004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, dry, coarse to fine SAND and GRAVEL

    grey/brown, wet, clayey fine SAND, some organics

    grey, wet, coarse to medium SAND and GRAVEL, some fine sand and silt

    grey, wet, coarse SAND and GRAVEL, some fine silty sand

    End of Borehole

    0

    5

    10

    15

    17

    MC-1

    MC-2

    MC-3

    MC-4

    200 400 600 800(ppm)

    0.0

    0.0

    0.0

    0.0

    Soil Exploration

    Geoprobe

    8/31/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • I-D102004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, damp, medium to coarse SAND and GRAVEL

    brown, wet, SILT, some clay, wood, and fine sand

    light grey, wet, coarse SAND, trace gravelrefusal at 14'

    End of Borehole

    0

    5

    10

    14

    MC-1

    MC-2

    MC-3

    200 400 600 800(ppm)

    0.0

    3.9

    4.4

    Soil Exploration

    Geoprobe

    8/31/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • II-A012004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, dry, medium SAND, some gravelwood at 3'

    brown, wet, medium SAND, some gravelbrown, wet, fine SAND and SILT, some coarse sand and fine gravel

    green, wet, medium to coarse sand, some gravel

    green, wet, medium to fine GRAVEL, some coarse gravelrefusal at 17'

    End of Borehole

    0

    4

    5

    10

    15

    17

    MC-1

    MC-2

    MC-3

    MC-4

    200 400 600 800(ppm)

    7.2

    2.4

    309.0

    68.0

    19.5

    Soil Exploration

    Geoprobe

    8/31/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • II-A032004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, dry, medium to fine SAND, some gravel and coarse sand

    light grey/brown, wet, fine GRAVEL, SAND and SILT, some medium sand

    grey/dark grey, wet, coarse to fine SAND

    End of Borehole

    0

    5

    10

    15

    MC-1

    MC-2

    MC-3

    200 400 600 800(ppm)

    66.0

    875.0

    541.0

    997.0

    186.0

    Soil Exploration

    Geoprobe

    8/31/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • II-A03B2004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, dry, medium to fine SAND and SILT

    brown, dry, medium to fine SAND and SILT, some clay

    End of Borehole

    00

    -44-55

    MC-1

    200 400 600 800(ppm)

    258.0

    Soil Exploration

    Geoprobe

    8/31/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • II-A052004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, dry, fine SAND, some silt and gravel

    grey/brown, wet, fine SAND and SILT, some medium sand

    dark grey, wet, CLAYrefusal at 10.5'

    End of Borehole

    0

    5

    1011

    MC-1

    MC-2

    MC-3

    200 400 600 800(ppm)

    0.0

    5.6

    0.8

    Soil Exploration

    Geoprobe

    8/31/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • II-A072004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown/dark brown, dry, fine SAND, some gravel

    grey/brown, wet, fine SAND and SILT, some medium sand

    grey/brown, wet, coarse SAND, some gravel

    End of Borehole

    0

    5

    10

    15

    MC-1

    MC-2

    MC-3

    200 400 600 800(ppm)

    0.0

    0.0

    0.0

    Soil Exploration

    Geoprobe

    8/31/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • II-A092004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, dry, fine SAND, some gravel

    black, wet, fine silty SAND

    dark grey, wet, silty SAND and GRAVEL

    fractured rock/refusal at 14.5'

    End of Borehole

    0

    5

    10

    15

    MC-1

    MC-2

    MC-3

    200 400 600 800(ppm)

    0.0

    35.6

    106.0

    Soil Exploration

    Geoprobe

    8/30/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • II-A112004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, dry, fine SAND, some gravelasphalt

    tan/brown, dry, fine SAND and GRAVEL

    dark brown, wet, fine silty SANDgray, wet, dense medium to fine SAND, some silt

    dark brown, wet, dense, ORGANICS and silty SANDgray, wet, coarse to medium SAND, some gravel

    End of Borehole

    0

    5

    9

    10

    14

    15

    20

    MC-1

    MC-2

    MC-3

    MC-4

    200 400 600 800(ppm)

    0.0

    0.0

    28.9

    4.0

    Soil Exploration

    Geoprobe

    8/30/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • III-C022004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, dry, SAND and SILTblack/grey, weathered, paper

    dark grey/black, wet, coarse SAND and GRAVEL

    dark grey/black, wet, coarse SAND, trace graveldark grey/black, wet, fine SAND and SILT

    End of Borehole

    0

    9

    10

    11

    15

    MC-1

    MC-2

    MC-3

    200 400 600 800(ppm)

    0.0

    0.0

    0.0

    Soil Exploration

    Geoprobe

    9/1/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • III-D032004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, dry, coarse SAND, trace gravelblack/grey, weathered, paper

    grey, wet, coarse SAND and GRAVEL, trace crushed stonegrey, wet, SILT and fine SAND, some wood and orgaincsgrey, wet, SILT and fine SAND

    grey, wet, coarse SAND and GRAVEL

    End of Borehole

    0

    1

    5

    6

    8

    12

    15

    MC-1

    MC-2

    MC-3

    200 400 600 800(ppm)

    0.0

    0.0

    0.0

    Soil Exploration

    Geoprobe

    9/1/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • III-E022004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, dry, medium to coarse SAND, trace gravel

    grey, wet, SILT, some clay, trace gravel and coarse sand

    grey, wet, coarse SAND and GRAVEL, some fine sand and silt

    grey, wet, coarse SAND and GRAVEL

    grey, wet, coarse to medium SAND, trace gravel

    End of Borehole

    0

    5

    10

    15

    17

    20

    MC-1

    MC-2

    MC-3

    MC-4

    200 400 600 800(ppm)

    0.0

    0.0

    0.0

    0.0

    Soil Exploration

    Geoprobe

    9/1/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • III-E042004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, dry, coarse SAND and GRAVEL

    grey, damp to wet, medium to coarse SAND, trace medium gravel

    brown, wet, fine SAND and SILT

    brown, wet, medium to coarse SAND, trace gravel

    End of Borehole

    0

    5

    10

    12

    15

    MC-1

    MC-2

    MC-3

    200 400 600 800(ppm)

    0.0

    1.5

    1.1

    0.0

    Soil Exploration

    Geoprobe

    9/1/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • III-E052004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfaceblack/dark grey, dry, coarse SAND and GRAVEL

    black/dark grey, damp to wet, fine SAND and SILT, some paper material(coal 7-8')

    grey/greenish brown, wet, SILT and fine SAND

    End of Borehole

    0

    5

    10

    15

    MC-1

    MC-2

    MC-3

    200 400 600 800(ppm)

    0.0

    0.0

    0.0

    Soil Exploration

    Geoprobe

    9/1/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • III-F032004-301

    Lewis Chemical

    Boston DND

    Fairmount Court, Hyde Park, MA

    AF

    Ground Surfacebrown, dry, medium to fine SAND, some brick

    brown, dry, fine SAND and SILTgrey/brown, wet, SILT and CLAY, trace gravel and coarse to medium sand

    grey, wet, coarse SAND, trace gravel

    grey, wet, coarse SAND and GRAVEL, some silt

    End of Borehole

    0

    4

    5

    10

    15

    19

    MC-1

    MC-2

    MC-3

    MC-4

    200 400 600 800(ppm)

    14.8

    11.1

    4.4

    0.0

    Soil Exploration

    Geoprobe

    9/1/05

    2"

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Rec

    over

    y

    Sym

    bol

    PID Results

    Remarks

  • PZ-01D2006-056

    Former Lewis Chemical Property

    Boston DND

    12-24 Fairmount Court, Hyde Part

    JC

    Ground Surface

    End of Borehole

    860

    805

    25 75 125(ppm)

    JC

    .75Drive Point

    3/28/06

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Well Diameter:Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    -3

    -2

    -1

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Sym

    bol

    PID Results

    Well Details

  • PZ-01S2006-056

    Former Lewis Chemical Property

    Boston DND

    12-24 Fairmount Court, Hyde Part

    JC

    Ground Surface

    End of Borehole

    840

    822

    25 75 125(ppm)

    JC

    .75Drive Point

    3/28/06

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Well Diameter:Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    -2

    -1

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Sym

    bol

    PID Results

    Well Details

  • PZ-02D2006-056

    Former Lewis Chemical Property

    Boston DND

    12-24 Fairmount Court, Hyde Part

    JC

    Ground Surface

    End of Borehole

    870

    7810

    25 75 125(ppm)

    JC

    .75Drive Point

    3/28/06

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Well Diameter:Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    -2

    -1

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Sym

    bol

    PID Results

    Well Details

  • PZ-02S2006-056

    Former Lewis Chemical Property

    Boston DND

    12-24 Fairmount Court, Hyde Part

    JC

    Ground Surface

    End of Borehole

    850

    832

    25 75 125(ppm)

    JC

    .75Drive Point

    3/28/06

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Well Diameter:Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    -2

    -1

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Sym

    bol

    PID Results

    Well Details

  • PZ-03D2006-056

    Former Lewis Chemical Property

    Boston DND

    12-24 Fairmount Court, Hyde Part

    JC

    Ground Surface

    End of Borehole

    850

    797

    25 75 125(ppm)

    JC

    .75Drive Point

    3/28/06

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Well Diameter:Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    -4

    -3

    -2

    -1

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Sym

    bol

    PID Results

    Well Details

  • PZ-03S2006-056

    Former Lewis Chemical Property

    Boston DND

    12-24 Fairmount Court, Hyde Part

    JC

    Ground Surface

    End of Borehole

    840

    822

    25 75 125(ppm)

    JC

    .75Drive Point

    3/28/06

    Borehole Number:Project No:

    Project:

    Client:

    Site Location:

    Field Geologist:

    Drilled By:

    Well Diameter:Drill Method:

    Drill Date:

    Hole Size:

    Sheet: 1 of 1

    Environmental Strategies & Management, Inc.

    184 West Main StreetNorton, MA 02766

    508-285-9700

    SUBSURFACE PROFILE SAMPLE

    Dep

    th

    -3

    -2

    -1

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    Sym

    bol

    Description

    Dep

    th/E

    lev.

    Num

    ber

    Sym

    bol

    PID Results

    Well Details

  • ESM-03B2006-056Former Lewis Chemical

    DND Boston

    12-24 Fairmount Ct, Hyde Park, MA

    3/21-4/3/06

    AF

    0

    -20

    -25

    -28

    -36

    -40

    -45

    -60

    -70

    4.255.166.085.585.67

    65.75

    56.085.75

    86.677.50

    68.75

    88.7510.167.589.45

    1314.08

    1815.3314.45

    12.8024.75

    40

    1.501.671.832.332.67

    2.832.332.332.332.67

    1.501.832.673.50

    4

    3.924.504.504.504.67

    Auger

    45 %

    67.5%

    76.7%

    20 %

    75 %

    AirRotary

    78 %

    65 %

    Ground SurfaceHollow Stem Auger to Bedrock

    schist, multiple diagonal fractures, mostly water bearing

    conglomerate, diagonal and horizontal fracturesargillaceous shale, diagonal water bearing fractures

    argillaceous shale, vertical and horizontal water bearing fractures

    argillaceous shale, few diagonal fractures

    hard granite, few fractures

    argillaceous rock, porous looking, many diagonal fractures, some mineral filled

    10 20 30 40(ppm)

    8.70

    6.60

    9.20

    21.00

    33.00

    20 40 60 80(ppm)

    4.20

    12.00

    50.00

    86.00

    100.00

    20 40 60 80(ppm)

    2.50

    4.10

    19.00

    46.00

    78.00

    HSA / HQ Core 4", 3" (60-70')GeoSearch

    Well ID:Project No:Project:

    Client:

    Location:

    Drill Date:

    Field Geologist:

    Drill Method: Bedrock Core Diameter:Drilling Contractor: Sheet: 1 of 1

    184 West Main StreetNorton, MA 02766

    (508)285-9700

    Dep

    th

    0

    5

    10

    15

    20

    25

    30

    35

    40

    45

    50

    55

    60

    65

    70

    Well CompletionDetails

    Ele

    vatio

    n

    Min

    utes

    P

    er F

    oot

    RQ

    D % Description

    PCEConcentration

    TCEConcentration

    111-TCAConcentration

  • ESM-05B2006-056Former Lewis Chemical

    DND Boston

    12-24 Fairmount Ct, Hyde Park, MA

    3/27-4/3/06

    AF

    0

    -20

    -34

    -42

    -55-57

    -68

    -70

    3.7553

    3.833.50

    3.503.673.833.673.62

    2.55.834.10

    33

    33333

    22.752.162.332.502.163.503.833.753.58

    44

    3.502.162.42

    4.502.832.672.672.50

    5.756.755.834.454.32

    6.508.505.675.506.50

    Auger

    31.7%

    83 %

    46 %

    75 %

    86.7%

    83 %

    80 %

    96.7%

    90 %

    93 %

    Ground SurfaceHollow Stem Auger to Bedrock

    argillaceous rock, multiple diagonal fractures, few water bearing, few vertical fractures

    conglomerate, diagonal and horizontal fractures

    argillaceous shale, diagonal water bearing fractures, some mineral filled, porous looking

    conglomerateargillaceous shale, few diagonal fractures

    conglomerate

    10 20 30 40(ppm)

    23.00

    12.00

    3.20

    5.20

    3.10

    20 40 60 80(ppm)

    54.00

    31.00

    14.00

    11.00

    7.10

    20 40 60 80(ppm)

    38.00

    29.00

    9.00

    9.20

    6.80

    HSA / HQ Core 4"GeoSearch

    Well ID:Project No:Project:

    Client:

    Location:

    Drill Date:

    Field Geologist:

    Drill Method: Bedrock Core Diameter:Drilling Contractor: Sheet: 1 of 1

    184 West Main StreetNorton, MA 02766

    (508)285-9700

    Dep

    th

    0

    5

    10

    15

    20

    25

    30

    35

    40

    45

    50

    55

    60

    65

    70

    Well CompletionDetails

    Ele

    vatio

    n

    Min

    utes

    P

    er F

    oot

    RQ

    D % Description

    PCEConcentration

    TCEConcentration

    111-TCAConcentration

  • ESM-08B2006-056Former Lewis Chemical

    DND Boston

    12-24 Fairmount Ct, Hyde Park, MA

    3/30-4/3/06

    AF

    0

    -40

    -50

    -60

    32.50

    43.335.50

    4.254.084.254.085.42

    3.834.25

    54.58

    5

    3.504.75

    55.506.25

    Auger

    53 %

    85 %

    93 %

    95 %

    Ground SurfaceHollow Stem Auger to Bedrock

    argillaceous rock, porous looking, multiple horizontal fractures, few water bearing, some mineral filled

    conglomerate, few horizontal fractures, little water

    End of Borehole

    10 20 30 40(ppm)

    0.25

    20 40 60 80(ppm)

    0.35

    20 40 60 80(ppm)

    0.04

    HSA / NX Core 3"GeoSearch

    Well ID:Project No:Project:

    Client:

    Location:

    Drill Date:

    Field Geologist:

    Drill Method: Bedrock Core Diameter:Drilling Contractor: Sheet: 1 of 1

    184 West Main StreetNorton, MA 02766

    (508)285-9700

    Dep

    th

    0

    5

    10

    15

    20

    25

    30

    35

    40

    45

    50

    55

    60

    65

    70

    Well CompletionDetails

    Ele

    vatio

    n

    Min

    utes

    P

    er F

    oot

    RQ

    D % Description

    PCEConcentration

    TCEConcentration

    111-TCAConcentration

    Phase I (ESM-01 - ESM-10)Test Pit Logs (TP-1 - TP-11)Phase II Wells (ESM-11 - ESM-16)Soil Borings ESMB-01, ESMB-02Grid I BoringsGrid II BoringsGrid III BoringsPeizometer LogsBedrock Logs