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 SS-10 SS1 eSS SS SS SS SSL SS SS1 SSL1 SS 12 8 8 8 12 14 12 13 12 14 50 32 21 50=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

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

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

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

9

10

11

12

13

14

15

16

17

18

19

20

21

22

Sym

bol

Description

Dep

th/E

lev.

Num

ber

Type

Blo

ws/

6 in

.

Rec

over

y

Sym

bol

PID Results

Well Details

ESM-022001-166


MADEP


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)'

0

1

2

3

5

8

9

10

11

12

14

15

16

17

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


6/13/02

4.25-inch2-inch

Well ID:Project No:

Project:

Client:

Site Location:

Field Geologist:





508-285-9700


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-032001-166


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

2

3

4

6

7

8

9

10

11

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


6/13/02

4.25-inch2-inch

Well ID:Project No:

Project:

Client:

Site Location:

Field Geologist:





508-285-9700


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-042001-166


MADEP


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

4

5

6

7

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


6/13/02

4.25-inch2-inch

Well ID:Project No:

Project:

Client:

Site Location:

Field Geologist:





508-285-9700


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-052001-166

Lewis Chemical

SARSS/MADEP


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

4

5

7

9

11

13

15

16

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


6/12/02

4.25-inch2-inch

Well ID:Project No:

Project:

Client:

Site Location:

Field Geologist:





508-285-9700


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-062001-166


MADEP


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

11

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


6/12/02

4.25-inch2-inch

Well ID:Project No:

Project:

Client:

Site Location:

Field Geologist:





508-285-9700


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-072001-166


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

4

6

8

10

11

12

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


6/12/02

4.25-inch2-inch

Well ID:Project No:

Project:

Client:

Site Location:

Field Geologist:





508-285-9700


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

23

Sym

bol

Description

Dep

th/E

lev.

Num

ber

Type

Blo

ws/

6 in

.

Rec

over

y

Sym

bol

PID Results

Well Details

ESM-082001-166


MADEP


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


6/12/02

4.25-inch2-inch

Well ID:Project No:

Project:

Client:

Site Location:

Field Geologist:





508-285-9700


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


MADEP


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


6/14/02

4.25-inch2-inch

Well ID:Project No:

Project:

Client:

Site Location:

Field Geologist:





508-285-9700


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


MADEP


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


6/14/02

4.25-inch2-inch

Well ID:Project No:

Project:

Client:

Site Location:

Field Geologist:





508-285-9700


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


MADEP


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



508-285-9700


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



508-285-9700


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


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'


Project:

Client:

Site Location:

Field Geologist:

Excavated By:

Excavation Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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'


Project:

Client:

Site Location:

Field Geologist:

Excavated By:

Excavation Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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'


Project:

Client:

Site Location:

Field Geologist:

Excavated By:

Excavation Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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'


Project:

Client:

Site Location:

Field Geologist:

Excavated By:

Excavation Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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'


Project:

Client:

Site Location:

Field Geologist:

Excavated By:

Excavation Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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'


Project:

Client:

Site Location:

Field Geologist:

Excavated By:

Excavation Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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'


Project:

Client:

Site Location:

Field Geologist:

Excavated By:

Excavation Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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'


Project:

Client:

Site Location:

Field Geologist:

Excavated By:

Excavation Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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'


Project:

Client:

Site Location:

Field Geologist:

Excavated By:

Excavation Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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'


Project:

Client:

Site Location:

Field Geologist:

Excavated By:

Excavation Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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:





508-285-9700


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


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


7/13/05

4.25"2"

Well ID:Project No:

Project:

Client:

Site Location:

Field Geologist:





508-285-9700


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


Well Details

ESM-132004-301

DND Lewis Chemical

DND Boston


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


7/13/05

4.25"2"

Well ID:Project No:

Project:

Client:

Site Location:

Field Geologist:





508-285-9700


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


Well Details

ESM-142004-301

DND Lewis Chemical

DND Boston


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


7/13/05

4.25"2"

Well ID:Project No:

Project:

Client:

Site Location:

Field Geologist:





508-285-9700


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


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



508-285-9700


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


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



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


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"


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


Project:

Client:

Site Location:

Field Geologist:

Drilled By:

Well Diameter:Drill Method:

Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


Boston DND


JC

Ground Surface

End of Borehole

840

822

25 75 125(ppm)

JC

.75Drive Point

3/28/06


Project:

Client:

Site Location:

Field Geologist:

Drilled By:


Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


Boston DND


JC

Ground Surface

End of Borehole

870

7810

25 75 125(ppm)

JC

.75Drive Point

3/28/06


Project:

Client:

Site Location:

Field Geologist:

Drilled By:


Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


Boston DND


JC

Ground Surface

End of Borehole

850

832

25 75 125(ppm)

JC

.75Drive Point

3/28/06


Project:

Client:

Site Location:

Field Geologist:

Drilled By:


Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


Boston DND


JC

Ground Surface

End of Borehole

850

797

25 75 125(ppm)

JC

.75Drive Point

3/28/06


Project:

Client:

Site Location:

Field Geologist:

Drilled By:


Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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


Boston DND


JC

Ground Surface

End of Borehole

840

822

25 75 125(ppm)

JC

.75Drive Point

3/28/06


Project:

Client:

Site Location:

Field Geologist:

Drilled By:


Drill Date:

Hole Size:

Sheet: 1 of 1



508-285-9700


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-03B2006-056

Former 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


(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-05B2006-056


DND Boston


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 %


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:



(508)285-9700

Dep

th

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70


Ele

vatio

n

Min

utes

P

er F

oot

RQ

D % Description

PCEConcentration

TCEConcentration


ESM-08B2006-056


DND Boston


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 %


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:



(508)285-9700

Dep

th

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70


Ele

vatio

n

Min

utes

P

er F

oot

RQ

D % Description

PCEConcentration

TCEConcentration


Documents

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 SS-10 SS1 eSS SS SS SS SSL SS SS1 SSL1 SS 12 8 8 8 12 14 12 13 12 14 50 32 21 50=1"