environmental strategies well id: esm-01 & …...ss-1 ss-2 ss-35 ss-4 ss-59 ss-61 1 ss-7 ss-8...
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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
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)'
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
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
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
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
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
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
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
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
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
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
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
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
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
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-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
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
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-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
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
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
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
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-03B2006-056
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
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-05B2006-056
Former 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-08B2006-056
Former 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
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