reference 5 – sedimentation pond 2 area boring logs note to … · 2017. 11. 15. · boring...
TRANSCRIPT
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Reference 5 – Sedimentation Pond 2 Area Boring Logs
Note to Contractor’s regarding historical boring data:
Contractors should pay particular attention to elevations shown on boring log information in relation to the topographic information provided in the RFP package. Many of the older borings were done in areas that were later utilized as borrow areas for landfill construction at the PORTS site.
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B-14-N B-15-N
B-11-N
P-08-N
B-07-NP-04-N
P-03-N
B-10-NP-09-N
B-03-N
B-13-N
B-09-N
P-01-N
B-08-N
P-07-NB-06-N
B-12-N
B-05-N
P-02-N
X737-08B
X737-01G
X737-06G
X737-11M
WD-SB-62
WD-SB-61
WD-SB-63X737-05B
X737-04G
WD-SB-22X737-03GX737-10M
X737-07B
X737-02B
Date: 8/5/2015Portsmouth Gaseous Diffusion Plant Bore Hole and Well Locations
0 500 1,000250 Feet
Path: Z:\PROJECTS\WEATHERHOLTK\Jason_Marsh\BORING_AREA.mxd
LegendBore Hole Well
-
Alluvium-Regolith
Minford Clay
Minford Silt
Gallia Sand
1.0
18.5
39.0
674.9
657.4
636.9
NOTES
GROUND ELEVATION 675.9 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 9/30/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
35
40
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
(Continued Next Page)
WELL DIAGRAM
PAGE 1 OF 2BORING NUMBER B-03-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
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S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Gallia Sand (continued)
Berea SandstoneBottom of borehole at 41.5 feet.
41.5 634.4
DE
PT
H(f
t)
40
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTIONE
NV
IRO
NM
EN
TA
LD
AT
A
WELL DIAGRAM
PAGE 2 OF 2BORING NUMBER B-03-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
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ME
NT
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E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Clay
Minford Silt
Berea SandstoneBottom of borehole at 37.8 feet.
1.0
23.5
37.8
674.6
652.1
637.8
NOTES
GROUND ELEVATION 675.6 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 10/5/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
35
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER B-05-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
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ME
NT
AL
BH
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S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Minford Undifferentiated
Berea Sandstone
Bottom of borehole at 35.3 feet.
34.0
35.3
634.4
633.1
NOTES
GROUND ELEVATION 668.4 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 10/6/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
35
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER B-06-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
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NT
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CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Cuyahoga Formation
Bottom of borehole at 6.5 feet.
5.0
6.5
687.4
685.9
NOTES
GROUND ELEVATION 692.4 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 9/30/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER B-07-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
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:\PR
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S (
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\PR
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CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Clay
Minford Silt
Reworked Gallia Sand
Minford Silt (BRG)
Gallia Sand
Bottom of borehole at 30.8 feet.
1.0
8.0
13.0
18.5
28.5
30.8
674.2
667.2
662.2
656.7
646.7
644.4
NOTES
GROUND ELEVATION 675.2 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 9/30/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER B-08-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
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\PR
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S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Cuyahoga Formation
Bottom of borehole at 7.0 feet.
5.0
7.0
693.3
691.3
NOTES
GROUND ELEVATION 698.3 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 9/30/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER B-09-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
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\PR
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S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Minford Undifferentiated
Gallia Sand
Berea SandstoneBottom of borehole at 30.3 feet.
23.5
30.3
637.1
630.3
NOTES
GROUND ELEVATION 660.6 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 10/6/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER B-10-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
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ME
NT
AL
BH
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\PR
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S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Clay
Minford Silt
Gallia Sand
Berea SandstoneBottom of borehole at 31.2 feet.
1.0
8.5
28.4
31.031.2
667.2
659.7
639.8
637.2637.0
NOTES
GROUND ELEVATION 668.2 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 9/29/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER B-11-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
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ME
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BH
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S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Clay
Minford Silt
Reworked Gallia Sand
Minford Silt (BRG)
Gallia Sand
Bottom of borehole at 28.7 feet.
1.0
8.5
17.8
19.4
23.2
28.7
657.9
650.4
641.1
639.5
635.7
630.2
NOTES
GROUND ELEVATION 658.9 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 9/28/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER B-12-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
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S\G
INT
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E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Clay
Minford Silt
Reworked Gallia Sand
Minford Silt (BRG)
Berea SandstoneBottom of borehole at 33.1 feet.
1.0
6.1
18.5
23.5
33.033.1
669.1
664.0
651.6
646.6
637.1637.0
NOTES
GROUND ELEVATION 670.1 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 10/6/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER B-13-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
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S\G
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E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Undifferentiated
Gallia Sand
Berea Sandstone
Bottom of borehole at 30.4 feet.
1.0
18.5
29.0
30.4
658.9
641.4
630.9
629.5
NOTES
GROUND ELEVATION 659.9 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 9/28/91 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER B-14-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
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S\G
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E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Clay
Minford Silt
Gallia Sand
Sunbury ShaleBottom of borehole at 34.0 feet.
1.0
12.5
28.5
33.534.0
677.6
666.1
650.1
645.1644.6
NOTES
GROUND ELEVATION 678.6 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 9/29/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER B-15-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
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ME
NT
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BH
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C:\P
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(X
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GIN
T\P
RO
JEC
TS
\GIN
T_S
ITE
_BO
RIN
GS
_03_
10_2
014
.GP
J
Fluor B&W
-
Alluvium-Regolith
Minford Clay
Minford Silt
Gallia Sand
Berea SandstoneBottom of borehole at 29.5 feet.
1.0
8.5
25.8
29.5
664.7
657.2
639.9
636.2
NOTES
GROUND ELEVATION 665.7 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 9/29/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER P-1-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
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INT
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D U
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INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Clay
Minford Silt
Gallia Sand
Berea SandstoneBottom of borehole at 28.1 feet.
1.0
8.5
20.8
28.028.1
656.7
649.2
636.9
629.7629.6
NOTES
GROUND ELEVATION 657.7 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 9/25/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER P-2-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
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ME
NT
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BH
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S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Clay
Minford Silt
Gallia Sand
Berea Sandstone
Bottom of borehole at 26.5 feet.
1.0
8.0
23.5
25.5
26.5
666.5
659.5
644.0
642.0
641.0
NOTES
GROUND ELEVATION 667.5 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 9/30/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER P-3-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 14
:56
- C
:\PR
OG
RA
M F
ILE
S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Clay
Minford Silt
Gallia Sand
Berea Sandstone
Bottom of borehole at 38.4 feet.
1.0
13.0
25.5
37.0
38.4
667.4
655.4
642.9
631.4
630.0
NOTES
GROUND ELEVATION 668.4 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 10/7/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
35
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER P-4-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 14
:56
- C
:\PR
OG
RA
M F
ILE
S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Clay
Minford Silt
Gallia Sand
Sunbury Shale
Bottom of borehole at 34.9 feet.
7.5
13.5
28.5
34.0
34.9
669.6
663.6
648.6
643.1
642.2
NOTES
GROUND ELEVATION 677.1 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 10/1/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER P-7-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 14
:56
- C
:\PR
OG
RA
M F
ILE
S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Clay
Minford Silt
Gallia Sand
Sunbury Shale
Berea SandstoneBottom of borehole at 35.3 feet.
1.0
13.5
31.2
33.1
35.135.3
671.2
658.7
641.0
639.1
637.1636.9
NOTES
GROUND ELEVATION 672.2 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 10/1/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
35
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER P-8-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 14
:56
- C
:\PR
OG
RA
M F
ILE
S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Clay
Minford Silt
Gallia Sand
Berea Sandstone
1.0
9.0
24.0
33.5
663.1
655.1
640.1
630.6
NOTES
GROUND ELEVATION 664.1 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR Law Engineering Testing Company GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 10/8/81 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
35
40
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
(Continued Next Page)
WELL DIAGRAM
PAGE 1 OF 2BORING NUMBER P-9-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 14
:56
- C
:\PR
OG
RA
M F
ILE
S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Berea Sandstone (continued)
Bottom of borehole at 60.9 feet.60.9 603.2
DE
PT
H(f
t)
40
45
50
55
60
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTIONE
NV
IRO
NM
EN
TA
LD
AT
A
WELL DIAGRAM
PAGE 2 OF 2BORING NUMBER P-9-N
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 14
:56
- C
:\PR
OG
RA
M F
ILE
S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
SS
SS
SS
SS
RC
16.2
22
23
0.78
22
21
20
16
23
24
23
18
28.8
4,4,7,7
5,7,9,12
15,27,50/4.8
20,16,16,29
10,14,21,30
10,14,28,30
6,20,50/3.6
2
4.5
4.5
4
-Breaks at 19.1, 19.9, 20.6,20.7
687.5
676.8
668.6
CL
CL
- Topsoil, 1 in. thick- Alluvium. Clay, brownish yellow (10YR 6/6),
stiff, moist, cohesive.
- Minford Clay. Clay, reddish yellow (7.5YR 6/8)with gray mottling at 7.9 ft.
- Minford Silt. (Silty?) Clay, pale brown (2.5Y 8/3)to light olive brown (2.5Y 5/4) at 14.1 ft, back topale brown (2.5Y 8/3)at 15 ft.
- Cuyahoga Formation. Weathered Shale,brownish yellow (10YR 6/8), soft, laminated.
40
36
Remarks
HSA
140
Piketon, Ohio
Rock Core Dia
PROJECT NAME
Surface Elevation
SOIL CLASSIFICATION
19.5Refusal Depth
Collin Sukow
M&W Drilling
Jim Fleck
Liqu
id L
imit,
LL
R
ock
Qua
lity
Des
igna
tion,
RQ
D
Rec
over
y
(in.
)
Boring Method
DepthScale
PROJECT LOCATION
BORING # WD-SB-22
in.
1 2ofPage 1 2ofPage
None.Notes
Date Completed
lbs.
Hammer Drop
Hammer Wt.
in.
in.
INSPECTOR
APPROVED BY
Pla
stic
ity In
dex,
PI
OSWDF / Ports D&D Project
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
Tes
t (ts
f)
United States Department of Energy
Elevation
CLIENT
Date Started 8/30/11
8/30/11
CONTRACTOR
2.5
2 30
TEST DATA
Blo
w C
ount
Sam
ple
Typ
e
US
CS
Cla
ssifi
catio
n
Shelby Inside Dia.
Elevation
DRILLING AND SAMPLING INFORMATION
687.60
2
4
6
8
10
12
14
16
18
20
687.60
Water During Drilling Depth After DrillingWater During Drilling Depth After DrillingWater During DrillingWater During Drilling
-
RC
RC
RC
0.92
0.82
60
60
60
-Mecanical Fracture at 19.6
-Break
-Mechanical Break
-Multiple Breaks
-Mechanical Break
-Breaks at 30.7, 31.8, 32,32.2
-20° fracture at 32.2
661.4
652.5
651.2
- Cuyahoga Formation (Competent). WeatheredShale, brownish yellow (10YR 6/8), interbeddedsparse sandstone seams throughout. Gradesto dark yellowish orange (10YR 6/6) to gray at21.8 ft, back to dark yellowish orange (10YR6/6) at 23.8 ft,
- Cuyahoga Formation. Weathered Shale,brownish yellow (10YR 6/8), soft, laminated.
- Sandstone, 0.5 in. thick.- Shale, dark yellowish orange (10YR 6/6)
grading to medium gray (N5) at 26.4 ft, withinterbedded sandstone seams, occasional ironoxide staining.
- Sandstone, cross-bedded, iron oxide staining, 5in. thick.
- Shale, medium gray (N5), with interbeddedsandstone seams, occasional iron oxidestaining.
- Sunbury Shale. Shale, grayish black (N2), soft,laminated.
End of Borehole
Remarks
HSA
140
Piketon, Ohio
Rock Core Dia
PROJECT NAME
Surface Elevation
SOIL CLASSIFICATION
19.5Refusal Depth
Collin Sukow
M&W Drilling
Jim Fleck
Liqu
id L
imit,
LL
R
ock
Qua
lity
Des
igna
tion,
RQ
D
Rec
over
y
(in.
)
Boring Method
DepthScale
PROJECT LOCATION
BORING # WD-SB-22
in.
2 2ofPage 2 2ofPage
None.Notes
Date Completed
lbs.
Hammer Drop
Hammer Wt.
in.
in.
INSPECTOR
APPROVED BY
Pla
stic
ity In
dex,
PI
OSWDF / Ports D&D Project
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
Tes
t (ts
f)
United States Department of Energy
Elevation
CLIENT
Date Started 8/30/11
8/30/11
CONTRACTOR
2.5
2 30
TEST DATA
Blo
w C
ount
Sam
ple
Typ
e
US
CS
Cla
ssifi
catio
n
Shelby Inside Dia.
Elevation
DRILLING AND SAMPLING INFORMATION
687.60
22
24
26
28
30
32
34
36
667.60
Water During Drilling Depth After DrillingWater During Drilling Depth After DrillingWater During DrillingWater During Drilling
-
SS
SS
ST
SS
SS
12.7
15.8
12.7
24
26
20
22
24
20
24
7,10,8,8
6,7,8,9
4,5,5,6
2,2,3,3
4
4.5
2.5
0
-bucket sample:B061BU04.0-06.0
656.5
649.5
647.5
- Alluvium. Sandy Silt with some clay, lightyellowish brown (2.5Y 6/3), dry, medium dense.
- Minford Clay. Silty Clay, light yellowish brown(2.5Y 6/4 and 2.5Y 6/3), mottled with light gray,damp to moist with depth, stiff.
- Minford Silt. Silty Clay, olive yellow (2.5Y 6/6),soft, wet to saturated.
End of Borehole
41
40
Remarks
Rotary
140
Piketon, Ohio
Rock Core Dia
PROJECT NAME
Surface Elevation
SOIL CLASSIFICATION
Refusal Depth
C. Sukow
M&W Drilling
William Reid
Liqu
id L
imit,
LL
R
ock
Qua
lity
Des
igna
tion,
RQ
D
Rec
over
y
(in.
)
Boring Method
DepthScale
PROJECT LOCATION
BORING # WD-SB-61
in.
1 1ofPage 1 1ofPage
Hot.Notes
Date Completed
lbs.
Hammer Drop
Hammer Wt.
in.
in.
INSPECTOR
APPROVED BY
Pla
stic
ity In
dex,
PI
OSWDF / Ports D&D Project
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
Tes
t (ts
f)
United States Department of Energy
Elevation
CLIENT
Date Started 8/6/12
8/6/12
CONTRACTOR
2.5
2 30
TEST DATA
Blo
w C
ount
Sam
ple
Typ
e
US
CS
Cla
ssifi
catio
n
Shelby Inside Dia.
Elevation
DRILLING AND SAMPLING INFORMATION
657.47
2
4
6
8
10
657.47
Water During Drilling Depth After DrillingWater During Drilling Depth After DrillingWater During DrillingWater During Drilling
-
SS
SS
ST
SS
SS
SS
SS
SSRC
RC
12.7 17
0.33
0.64
18
24
20
24
24
10
14
818
60
4,7,8,9
9,9,12,16
14,36,32,40
13,33,50/5
32,50/3
25,50/3
50/4
4.5+
-bucket sample:B062BU06.0-08.0
-0.3' long: 45° fracture, ironstained-Breaks at 16.3, 16.4, 16.8,17.0, 17.5, 17.6, 18.0
-Breaks at 18.4, 18.5, 18.8-0.2' thick: 45° fracture-Breaks at 19.3, 20.2, 20.4
687.5
678.7
CL- Alluvium. Sandy Silt, strong brown (7.5YR 5/6),
dry, soft to medium. Fine sand.
- Minford Clay. Silty Clay, light yellowish brown(2.5Y 6/3), dry, faint laminations, stiff. Gradingto olive yellow (2.5Y 6/6) at 6 ft and very stiff tohard at 8 ft. Red decomposed sandstone clastat 7 ft.
- Cuyahoga Formation. Weathered Shale.
- Sandstone, 1 in. thick.- Cuyahoga Formation (Competent). Weathered
Shale, moderate yellowish brown (10YR 5/4),highly fractured.
- Sandstone, 1 in. thick.- Weathered Shale, moderate yellowish brown
(10YR 5/4), highly fractured.- Sandstone, 1 in. thick.
41
Remarks
Rotary
140
Piketon, Ohio
Rock Core Dia
PROJECT NAME
Surface Elevation
SOIL CLASSIFICATION
14.6Refusal Depth
C. Sukow
M&W Drilling
Alison Lake
Liqu
id L
imit,
LL
R
ock
Qua
lity
Des
igna
tion,
RQ
D
Rec
over
y
(in.
)
Boring Method
DepthScale
PROJECT LOCATION
BORING # WD-SB-62
in.
1 2ofPage 1 2ofPage
Hot. Clear skies.Notes
Date Completed
lbs.
Hammer Drop
Hammer Wt.
in.
in.
INSPECTOR
APPROVED BY
Pla
stic
ity In
dex,
PI
OSWDF / Ports D&D Project
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
Tes
t (ts
f)
United States Department of Energy
Elevation
CLIENT
Date Started 8/1/12
8/1/12
CONTRACTOR
2.5
2 30
TEST DATA
Blo
w C
ount
Sam
ple
Typ
e
US
CS
Cla
ssifi
catio
n
Shelby Inside Dia.
Elevation
DRILLING AND SAMPLING INFORMATION
690.50
2
4
6
8
10
12
14
16
18
20
690.50
Water During Drilling Depth After DrillingWater During Drilling Depth After DrillingWater During DrillingWater During Drilling
-
RC
RC
0.78
1.00
60
45.6
-Breaks at 21.8, 22.0, 22.1
-Breaks at 24.9, 25.8-healed horizontal fractureat 25.1
-15° fracture with ironstaining-Breaks at 27.9, 29.5
669.9
667.7
660.5
- Cuyahoga Formation. Weathered Shale.- Sandstone, red, 1 in. thick.
- Sandstone.
- Sandstone.
- Sandstone.
- Sandstone, 1 in. thick.
End of Borehole
Remarks
Rotary
140
Piketon, Ohio
Rock Core Dia
PROJECT NAME
Surface Elevation
SOIL CLASSIFICATION
14.6Refusal Depth
C. Sukow
M&W Drilling
Alison Lake
Liqu
id L
imit,
LL
R
ock
Qua
lity
Des
igna
tion,
RQ
D
Rec
over
y
(in.
)
Boring Method
DepthScale
PROJECT LOCATION
BORING # WD-SB-62
in.
2 2ofPage 2 2ofPage
Hot. Clear skies.Notes
Date Completed
lbs.
Hammer Drop
Hammer Wt.
in.
in.
INSPECTOR
APPROVED BY
Pla
stic
ity In
dex,
PI
OSWDF / Ports D&D Project
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
Tes
t (ts
f)
United States Department of Energy
Elevation
CLIENT
Date Started 8/1/12
8/1/12
CONTRACTOR
2.5
2 30
TEST DATA
Blo
w C
ount
Sam
ple
Typ
e
US
CS
Cla
ssifi
catio
n
Shelby Inside Dia.
Elevation
DRILLING AND SAMPLING INFORMATION
690.50
22
24
26
28
30
670.50
Water During Drilling Depth After DrillingWater During Drilling Depth After DrillingWater During DrillingWater During Drilling
-
SS
SS
ST
SS
SS
SS
SS
SS
SS
RC
13.9 19
0.52
23
24
20
23
21
24
17
24
11
48
5,4,5,5
5,8,9,12
25,33,35,39
14,28,38,47
18,31,48,49
28,47,50/4
17,23,33,50/4
39,50/3
3.5
4.5
-bucket sample:B063BU04.0-06.0
-breaks at 17.5, 17.6, 18.6,18.7, 19.4, 19.5, 20.9
-bucket sample:B063BU12.0-14.0
-mechanical breaks at16.8, 17.5, 17.8, 18.0
CL
- Cuyahoga Formation. Weathered Shale,reddish yellow (5YR 6/6) to light yellowishbrown (2.5Y 6/3) (2 ft), laminated, dry, mediumdense.
- Sandstone, strong brown (7.5YR 5/8), 1 in.thick.
- Weathered Shale, light yellowish brown (2.5Y6/3) to light gray (N7) (6ft), laminated, dry,hard.
- Sandstone, 1 in. thick.
- Sandstone, 1 in. thick.
- Sandstone, 1 in. thick.
- Cuyahoga Formation (Competent). WeatheredShale, dark yellowish brown (10YR 4/2),fractured, iron oxide staining.
- Weathered Shale, dark yellowish brown (10YR4/2), iron oxide staining, fractured.
- Sandstone, 1 in. thick.
- Sandstone, 1 in. thick.
46
Remarks
Rotary
140
Piketon, Ohio
Rock Core Dia
PROJECT NAME
Surface Elevation
SOIL CLASSIFICATION
16.8Refusal Depth
C. Sukow
M&W Drilling
William Reid
Liqu
id L
imit,
LL
R
ock
Qua
lity
Des
igna
tion,
RQ
D
Rec
over
y
(in.
)
Boring Method
DepthScale
PROJECT LOCATION
BORING # WD-SB-63
in.
1 4ofPage 1 4ofPage
None.Notes
Date Completed
lbs.
Hammer Drop
Hammer Wt.
in.
in.
INSPECTOR
APPROVED BY
Pla
stic
ity In
dex,
PI
OSWDF / Ports D&D Project
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
Tes
t (ts
f)
United States Department of Energy
Elevation
CLIENT
Date Started 8/6/12
8/9/12
CONTRACTOR
2.5
2 30
TEST DATA
Blo
w C
ount
Sam
ple
Typ
e
US
CS
Cla
ssifi
catio
n
Shelby Inside Dia.
Elevation
DRILLING AND SAMPLING INFORMATION
738.67
2
4
6
8
10
12
14
16
18
20
738.67
Water During Drilling Depth After DrillingWater During Drilling Depth After DrillingWater During DrillingWater During Drilling
-
RC
RC
RC
RC
0.80
0.78
0.70
0.92
60
60
60
60
-breaks at 21.8, 21.9, 22.1,24.1, 25.0, 28.2, 28.8, 29.4
-mechanical breaks at22.0, 22.4, 22.8, 23.3, 25.7
-breaks at 30.2, 30.4, 30.5,30.8, 31.8, 32.7, 33.0, 34.0,32.1
-mechanical breaks at34.8, 35.9, 36.1, 36.2, 36.6,37.8, 38.1, 38.7, 39.8
702.7
- Cuyahoga Formation. Weathered Shale,reddish yellow (5YR 6/6) to light yellowishbrown (2.5Y 6/3) (2 ft), laminated, dry, mediumdense.
- Sandstone, 1 in. thick.
- Sandstone, 1 in. thick.
Remarks
Rotary
140
Piketon, Ohio
Rock Core Dia
PROJECT NAME
Surface Elevation
SOIL CLASSIFICATION
16.8Refusal Depth
C. Sukow
M&W Drilling
William Reid
Liqu
id L
imit,
LL
R
ock
Qua
lity
Des
igna
tion,
RQ
D
Rec
over
y
(in.
)
Boring Method
DepthScale
PROJECT LOCATION
BORING # WD-SB-63
in.
2 4ofPage 2 4ofPage
None.Notes
Date Completed
lbs.
Hammer Drop
Hammer Wt.
in.
in.
INSPECTOR
APPROVED BY
Pla
stic
ity In
dex,
PI
OSWDF / Ports D&D Project
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
Tes
t (ts
f)
United States Department of Energy
Elevation
CLIENT
Date Started 8/6/12
8/9/12
CONTRACTOR
2.5
2 30
TEST DATA
Blo
w C
ount
Sam
ple
Typ
e
US
CS
Cla
ssifi
catio
n
Shelby Inside Dia.
Elevation
DRILLING AND SAMPLING INFORMATION
738.67
22
24
26
28
30
32
34
36
38
40
718.67
Water During Drilling Depth After DrillingWater During Drilling Depth After DrillingWater During DrillingWater During Drilling
-
RC
RC
RC
RC
1.00
0.90
1.00
1.00
60
60
60
60
-breaks at 40.6, 40.7, 42.6,43.1, 46.4
-mechanical breaks at41.7, 45.6, 47.6, 48.5, 49.2
-breaks at 50.2, 50.3, 52.5
-mechanical breaks at50.6, 54.3, 54.8, 55.3, 57.1,58.5
691.7
688.4
686.4
- Sandstone, 1 in. thick.
- 680 Sandstone. Sandstone, moderate reddishbrown (10R 4/6).
- Shale, dark gray (N3), with interbedded siltstoneseams.
- Sandstone, medium light gray (N6), 3.5 in. thick.
- Sandstone, 1 in. thick.
Remarks
Rotary
140
Piketon, Ohio
Rock Core Dia
PROJECT NAME
Surface Elevation
SOIL CLASSIFICATION
16.8Refusal Depth
C. Sukow
M&W Drilling
William Reid
Liqu
id L
imit,
LL
R
ock
Qua
lity
Des
igna
tion,
RQ
D
Rec
over
y
(in.
)
Boring Method
DepthScale
PROJECT LOCATION
BORING # WD-SB-63
in.
3 4ofPage 3 4ofPage
None.Notes
Date Completed
lbs.
Hammer Drop
Hammer Wt.
in.
in.
INSPECTOR
APPROVED BY
Pla
stic
ity In
dex,
PI
OSWDF / Ports D&D Project
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
Tes
t (ts
f)
United States Department of Energy
Elevation
CLIENT
Date Started 8/6/12
8/9/12
CONTRACTOR
2.5
2 30
TEST DATA
Blo
w C
ount
Sam
ple
Typ
e
US
CS
Cla
ssifi
catio
n
Shelby Inside Dia.
Elevation
DRILLING AND SAMPLING INFORMATION
738.67
42
44
46
48
50
52
54
56
58
60
698.67
Water During Drilling Depth After DrillingWater During Drilling Depth After DrillingWater During DrillingWater During Drilling
-
RC
RC
RC
1.00
1.00
1.00
60
60
27
-mechanical breaks at61.9, 62.4, 63.6, 66.7, 68.4,69..6
665.3
- Shale, dark gray (N3), with interbedded siltstoneseams.
- Sandstone, 1 in. thick.
- Sandstone, 1.5 in. thick.
- Sandstone, 1.5 in. thick.
- Sandstone, 1 in. thick.
- Sandstone, 1.5 in. thick.
End of Borehole
Remarks
Rotary
140
Piketon, Ohio
Rock Core Dia
PROJECT NAME
Surface Elevation
SOIL CLASSIFICATION
16.8Refusal Depth
C. Sukow
M&W Drilling
William Reid
Liqu
id L
imit,
LL
R
ock
Qua
lity
Des
igna
tion,
RQ
D
Rec
over
y
(in.
)
Boring Method
DepthScale
PROJECT LOCATION
BORING # WD-SB-63
in.
4 4ofPage 4 4ofPage
None.Notes
Date Completed
lbs.
Hammer Drop
Hammer Wt.
in.
in.
INSPECTOR
APPROVED BY
Pla
stic
ity In
dex,
PI
OSWDF / Ports D&D Project
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
Tes
t (ts
f)
United States Department of Energy
Elevation
CLIENT
Date Started 8/6/12
8/9/12
CONTRACTOR
2.5
2 30
TEST DATA
Blo
w C
ount
Sam
ple
Typ
e
US
CS
Cla
ssifi
catio
n
Shelby Inside Dia.
Elevation
DRILLING AND SAMPLING INFORMATION
738.67
62
64
66
68
70
72
678.67
Water During Drilling Depth After DrillingWater During Drilling Depth After DrillingWater During DrillingWater During Drilling
-
SS
SS
ST
SS
SS
14.6 17
20
21
24
23
20
4,4,6,7
7,7,7,13
8,14,18,19
8,14,18,26
4.5
4.5
1.5
4.5
-bucket sample:B068BU04.0-06.0
675.9
673.9
669.9
CL
- Cuyahoga Formation. Weathered Shale, lightgray (N7), laminated, dry, medium stiff. Gradesto olive yellow at 1 ft, pale yellow at 2 ft.Mottled with light gray (N7) between 2 to 4 ft.
- Shale, pale yellow, slightly weathered,laminated, dry to moist, grading to light gray(N7) at 8 ft, very stiff, dry.
End of Borehole
42
Remarks
Rotary
140
Piketon, Ohio
Rock Core Dia
PROJECT NAME
Surface Elevation
SOIL CLASSIFICATION
Refusal Depth
C. Sukow
M&W Drilling
William Reid
Liqu
id L
imit,
LL
R
ock
Qua
lity
Des
igna
tion,
RQ
D
Rec
over
y
(in.
)
Boring Method
DepthScale
PROJECT LOCATION
BORING # WD-SB-68
in.
1 1ofPage 1 1ofPage
Drizzle.Notes
Date Completed
lbs.
Hammer Drop
Hammer Wt.
in.
in.
INSPECTOR
APPROVED BY
Pla
stic
ity In
dex,
PI
OSWDF / Ports D&D Project
Moi
stur
e C
onte
nt, %
Poc
ket P
enet
rom
eter
Tes
t (ts
f)
United States Department of Energy
Elevation
CLIENT
Date Started 8/8/12
8/8/12
CONTRACTOR
2.5
2 30
TEST DATA
Blo
w C
ount
Sam
ple
Typ
e
US
CS
Cla
ssifi
catio
n
Shelby Inside Dia.
Elevation
DRILLING AND SAMPLING INFORMATION
679.93
2
4
6
8
10
679.93
Water During Drilling Depth After DrillingWater During Drilling Depth After DrillingWater During DrillingWater During Drilling
-
Alluvium-Regolith
Minford Clay
Minford Silt
Gallia Sand
Berea SandstoneBottom of borehole at 31.0 feet.
4.0
10.0
22.7
30.2
31.0
658.6
652.6
639.9
632.4
631.6
NOTES
GROUND ELEVATION 662.6 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 6/13/93 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER X737-01G
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 15
:01
- C
:\PR
OG
RA
M F
ILE
S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Clay
Minford Silt
Gallia Sand
Berea Sandstone
2.5
10.0
22.0
30.0
661.0
653.5
641.5
633.5
NOTES
GROUND ELEVATION 663.5 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 7/2/93 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
35
40
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
(Continued Next Page)
WELL DIAGRAM
PAGE 1 OF 2BORING NUMBER X737-02B
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 15
:01
- C
:\PR
OG
RA
M F
ILE
S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Berea Sandstone (continued)
Bottom of borehole at 55.0 feet.55.0 608.5
DE
PT
H(f
t)
40
45
50
55
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTIONE
NV
IRO
NM
EN
TA
LD
AT
A
WELL DIAGRAM
PAGE 2 OF 2BORING NUMBER X737-02B
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 15
:01
- C
:\PR
OG
RA
M F
ILE
S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Clay
Minford Silt
Gallia Sand
Berea SandstoneBottom of borehole at 24.0 feet.
2.0
10.0
17.7
23.724.0
654.8
646.8
639.1
633.1632.8
NOTES
GROUND ELEVATION 656.8 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 6/15/93 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER X737-03G
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 15
:01
- C
:\PR
OG
RA
M F
ILE
S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Silt
Gallia Sand
Berea Sandstone
Bottom of borehole at 17.7 feet.
2.0
10.8
15.5
17.7
649.7
640.9
636.2
634.1
NOTES
GROUND ELEVATION 651.7 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 6/12/93 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER X737-04G
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 15
:01
- C
:\PR
OG
RA
M F
ILE
S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-RegolithMinford Silt
Reworked Gallia Sand
Minford Silt (BRG)
Gallia Sand
Berea Sandstone
Bottom of borehole at 37.5 feet.
0.8
5.7
8.0
12.0
17.8
37.5
651.4
646.5
644.2
640.2
634.4
614.7
NOTES
GROUND ELEVATION 652.2 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 7/11/93 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
35
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER X737-05B
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 15
:01
- C
:\PR
OG
RA
M F
ILE
S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Clay
Minford Silt
Reworked Gallia Sand
Minford Silt (BRG)
Gallia Sand
2.0
14.0
32.0
34.0
37.2
673.5
661.5
643.5
641.5
638.3
NOTES
GROUND ELEVATION 675.5 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 6/10/93 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
35
40
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
(Continued Next Page)
WELL DIAGRAM
PAGE 1 OF 2BORING NUMBER X737-06G
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 15
:01
- C
:\PR
OG
RA
M F
ILE
S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Gallia Sand (continued)
Berea SandstoneBottom of borehole at 44.5 feet.
43.844.5
631.7631.0
DE
PT
H(f
t)
40
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTIONE
NV
IRO
NM
EN
TA
LD
AT
A
WELL DIAGRAM
PAGE 2 OF 2BORING NUMBER X737-06G
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 15
:01
- C
:\PR
OG
RA
M F
ILE
S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-RegolithMinford Undifferentiated
Gallia Sand
0.5
36.0
675.2
639.7
NOTES
GROUND ELEVATION 675.7 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 7/11/93 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
35
40
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
(Continued Next Page)
WELL DIAGRAM
PAGE 1 OF 2BORING NUMBER X737-07B
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 15
:01
- C
:\PR
OG
RA
M F
ILE
S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Gallia Sand (continued)
Berea Sandstone
Bottom of borehole at 60.6 feet.
42.5
60.6
633.2
615.1
DE
PT
H(f
t)
40
45
50
55
60
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTIONE
NV
IRO
NM
EN
TA
LD
AT
A
WELL DIAGRAM
PAGE 2 OF 2BORING NUMBER X737-07B
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 15
:01
- C
:\PR
OG
RA
M F
ILE
S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-RegolithMinford Undifferentiated
Sunbury Shale
Berea Sandstone
0.5
36.0
39.0
676.4
640.9
638.0
NOTES
GROUND ELEVATION 676.9 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 7/2/93 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
20
25
30
35
40
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
(Continued Next Page)
WELL DIAGRAM
PAGE 1 OF 2BORING NUMBER X737-08B
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 15
:01
- C
:\PR
OG
RA
M F
ILE
S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Berea Sandstone (continued)
Bottom of borehole at 58.3 feet.58.3 618.6
DE
PT
H(f
t)
40
45
50
55
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTIONE
NV
IRO
NM
EN
TA
LD
AT
A
WELL DIAGRAM
PAGE 2 OF 2BORING NUMBER X737-08B
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
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INT
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S.G
DT
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/6/1
3 15
:01
- C
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OG
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E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Minford Clay
Minford Silt
Bottom of borehole at 17.0 feet.
5.0
17.0
652.0
640.0
NOTES
GROUND ELEVATION 657 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 7/12/93 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
15
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER X737-10M
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
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/6/1
3 15
:01
- C
:\PR
OG
RA
M F
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S (
X86
)\G
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\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
-
Alluvium-Regolith
Minford Undifferentiated
Bottom of borehole at 10.0 feet.
1.0
10.0
651.8
642.8
NOTES
GROUND ELEVATION 652.8 ft MSL
LOGGED BY
DRILLING METHOD
HOLE SIZE
DRILLING CONTRACTOR GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 7/13/93 COMPLETED
AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
DE
PT
H(f
t)
0
5
10
SA
MP
LE T
YP
EN
UM
BE
R
BLO
WC
OU
NT
S(N
VA
LUE
)
GR
AP
HIC
LOG
MATERIAL DESCRIPTION
EN
VIR
ON
ME
NT
AL
DA
TA
WELL DIAGRAM
PAGE 1 OF 1BORING NUMBER X737-11M
PROJECT NAME PORTS Lithologic Log Database
PROJECT LOCATION PORTS
CLIENT Fluor B&W Portsmouth
PROJECT NUMBER
EN
VIR
ON
ME
NT
AL
BH
- G
INT
ST
D U
S.G
DT
- 8
/6/1
3 15
:01
- C
:\PR
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RA
M F
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S (
X86
)\G
INT
\PR
OJE
CT
S\G
INT
_SIT
E_B
OR
ING
S_0
8061
3.G
PJ
Fluor B&W
BORING_INFORMATIONB-03-NB-05-NB-06-NB-07-NB-08-NB-09-NB-10-NB-11-NB-12-NB-13-NB-14-NB-15-NP-1-NP-2-NP-3-NP-4-NP-7-NP-8-NP-9-NWD-SB-22WD-SB-61WD-SB-62WD-SB-63WD-SB-68X737-01GX737-02BX737-03GX737-04GX737-05BX737-06GX737-07BX737-08BX737-10MX737-11M