EXPLORATION PLAN McDonald's - Oskaloosa Rebuild Oskaloosa ...
Transcript of EXPLORATION PLAN McDonald's - Oskaloosa Rebuild Oskaloosa ...
EXPLORATION PLANMcDonald's - Oskaloosa Rebuild ■ Oskaloosa, IowaJune 4, 2020 ■ Terracon Project No. 08205113
DIAGRAM IS FOR GENERAL LOCATION ONLY, AND ISNOT INTENDED FOR CONSTRUCTION PURPOSES
AERIAL PHOTOGRAPHY PROVIDEDBY MICROSOFT BING MAPS
76
78
80
82
84
86
88
90
92
94
96
98
100
102
EL
EV
AT
ION
(M
SL
) (f
eet)
McDonald's - Oskaloosa Rebuild Oskaloosa, IowaTerracon Project No. 08205113
Layering shown on this figure has been developed by the geotechnicalengineer for purposes of modeling the subsurface conditions asrequired for the subsequent geotechnical engineering for this project.Numbers adjacent to soil column indicate depth below ground surface.
NOTES:
12
3
4
5
67
89
GEOMODEL
D R A
F T
This is not a cross section. This is intended to display the Geotechnical Model only. See individual logs for more detailed conditions.
Groundwater levels are temporal. The levels shown are representative of the dateand time of our exploration. Significant changes are possible over time.Water levels shown are as measured during and/or after drilling. In some cases,boring advancement methods mask the presence/absence of groundwater. Seeindividual logs for details.
First Water Observation
Second Water Observation
Generally soft consistency and high moisture content leanclays, light gray with brown3
High plasticity clays, variable sand content, generally mediumstiff consistency4
LEGEND
Asphalt
Fill
Fat Clay
Lean Clay
Fat Clay with Sand
Lean Clay/Fat Clay
Model Layer General DescriptionLayer Name
Lean clays and fat clays, trace gravel, occasional concreterubble and bricks, variable sand content1
Dark gray and gray brown moderate to high plasticity clays,generally medium stiff to stiff consistency2
Low Strength Clays
Lower Fat Clays
Existing Fill
Surficial Lean to FatClay
3
5.5
13
20.5
1
2
3
4
15
13
3
12
20.5
1
2
4
14
12
3
5.5
13
20.5
1
2
3
416
3
5.5
12
20.5
1
2
3
4
7.5
3
5.5
12
20.5
1
2
3
4
15
12.5
5.5
14
5.5
1
2 5.5
2
5.5
2
D R A
F T
1-2-2N=4
3000 (HP)
0-1-2N=3
2000 (HP)
1-2-3N=5
4000 (HP)
1-3-4N=7
5000 (HP)
8
16
7
18
18
18
1
2
3
4
5
6
2350
860
34
30
30
32
27
25
87
87
Approx. 5" AsphaltFILL - LEAN CLAY , trace gravel, withsand seams, dark gray
FAT CLAY (CH), trace sand, gray and graybrown, stiff
LEAN CLAY (CL), trace sand, light graybrown, soft
FAT CLAY WITH SAND (CH), gray andbrown, medium stiff
Boring Terminated at 20.5 Feet
0.4
3.0
5.5
13.0
20.5
98.5+/-
96+/-
93.5+/-
86+/-
78.5+/-
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.
TH
IS B
OR
ING
LO
G IS
NO
T V
ALI
D IF
SE
PA
RA
TE
D F
RO
M O
RIG
INA
L R
EP
OR
T.
GE
O S
MA
RT
LO
G-N
O W
ELL
082
0511
3 M
CD
ON
ALD
'S -
OS
KA
_RT
C-W
OR
KIN
G.G
PJ
TE
RR
AC
ON
_DA
TA
TE
MP
LAT
E.G
DT
6/4
/20
WA
TE
R L
EV
EL
OB
SE
RV
AT
ION
S
DE
PT
H (
Ft.)
5
10
15
20
FIE
LD T
ES
TR
ES
ULT
S
RE
CO
VE
RY
()
SA
MP
LE ID
UN
CO
NF
INE
DC
OM
PR
ES
SIV
ES
TR
EN
GT
H (
psf)
WA
TE
RC
ON
TE
NT
(%
)
DR
Y U
NIT
WE
IGH
T (
pcf)
ATTERBERGLIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 41.2967° Longitude: -92.6527°
GR
AP
HIC
LO
G
MO
DE
L LA
YE
R
DEPTH ELEVATION (Ft.)
Approximate Surface Elev.: 99 (Ft.) +/-
Page 1 of 1
Advancement Method:Power Auger
Abandonment Method:Boring backfilled with Auger CuttingsSurface capped with concrete
Notes:
Project No.: 08205113
Drill Rig: 837
BORING LOG NO. 1McDonald's USA, LLCCLIENT:Evergreen Park, Illinois
Driller: CN
Boring Completed: 05-21-2020
PROJECT: McDonald's - Oskaloosa Rebuild
See Exploration and Testing Procedures for adescription of field and laboratory proceduresused and additional data (If any).
See Supporting Information for explanation ofsymbols and abbreviations.
703 A Avenue West Oskaloosa, IowaSITE:
Boring Started: 05-21-2020
600 SW 7th St, Ste MDes Moines, IA
13' While Drilling
15' After Drilling
WATER LEVEL OBSERVATIONS
1
2
3
4
SA
MP
LE T
YP
E
D R A
F T
2-1-1N=2
1-3-2N=5
2500 (HP)
2-2-2N=4
3000 (HP)
3-4-4N=8
4000 (HP)
8
6
7
18
18
18
1
2
3
4
5
6
1580
4110
18
31
27
28
28
26
83
97
Approx. 7" Asphalt
FILL - SANDY LEAN CLAY , trace gravel,dark gray and light brown
LEAN TO FAT CLAY (CL/CH), trace sand,dark gray, medium stiff
FAT CLAY (CH), trace sand, light gray withbrown, stiff to medium stiff
FAT CLAY (CH), trace sand, gray and graybrown, medium stiff to stiff
Boring Terminated at 20.5 Feet
0.6
3.0
5.5
12.0
20.5
99+/-
96.5+/-
94+/-
87.5+/-
79+/-
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.
TH
IS B
OR
ING
LO
G IS
NO
T V
ALI
D IF
SE
PA
RA
TE
D F
RO
M O
RIG
INA
L R
EP
OR
T.
GE
O S
MA
RT
LO
G-N
O W
ELL
082
0511
3 M
CD
ON
ALD
'S -
OS
KA
_RT
C-W
OR
KIN
G.G
PJ
TE
RR
AC
ON
_DA
TA
TE
MP
LAT
E.G
DT
6/4
/20
WA
TE
R L
EV
EL
OB
SE
RV
AT
ION
S
DE
PT
H (
Ft.)
5
10
15
20
Notes:
Project No.: 08205113
Drill Rig: 837
BORING LOG NO. 2McDonald's USA, LLCCLIENT:Evergreen Park, Illinois
Driller: CN
Boring Completed: 05-21-2020
PROJECT: McDonald's - Oskaloosa Rebuild
See Exploration and Testing Procedures for adescription of field and laboratory proceduresused and additional data (If any).
See Supporting Information for explanation ofsymbols and abbreviations.
703 A Avenue West Oskaloosa, IowaSITE:
Boring Started: 05-21-2020
600 SW 7th St, Ste MDes Moines, IA
12' While Drilling
14' After Drilling
WATER LEVEL OBSERVATIONS
FIE
LD T
ES
TR
ES
ULT
S
RE
CO
VE
RY
()
SA
MP
LE ID
UN
CO
NF
INE
DC
OM
PR
ES
SIV
ES
TR
EN
GT
H (
psf)
WA
TE
RC
ON
TE
NT
(%
)
DR
Y U
NIT
WE
IGH
T (
pcf)
ATTERBERGLIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 41.2967° Longitude: -92.6524°
GR
AP
HIC
LO
G
MO
DE
L LA
YE
R
DEPTH ELEVATION (Ft.)
Approximate Surface Elev.: 99.5 (Ft.) +/-
Page 1 of 1
Advancement Method:Power Auger
Abandonment Method:Boring backfilled with Auger CuttingsSurface capped with concrete
1
2
4
SA
MP
LE T
YP
E
D R A
F T
Approx. 8.5" Asphalt
FILL - LEAN CLAY WITH SAND , tracegravel, dark gray
FAT CLAY (CH), trace sand, brown, stiff
LEAN CLAY (CL), trace sand, light graywith brown, medium stiff to soft
FAT CLAY WITH SAND (CH), gray brown,medium stiff to stiff
Gray
Boring Terminated at 20.5 Feet
0.7
3.0
5.5
13.0
20.5
99.5+/-
97+/-
94.5+/-
87+/-
79.5+/-
1-2-3N=5
4500 (HP)
1-2-2N=4
1000 (HP)
2-2-4N=6
5000 (HP)
4-4-5N=9
5000 (HP)
12
7
24
18
18
18
1
2
3
4
5
6
3690
1460
30
28
31
29
26
24
92
90
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.
TH
IS B
OR
ING
LO
G IS
NO
T V
ALI
D IF
SE
PA
RA
TE
D F
RO
M O
RIG
INA
L R
EP
OR
T.
GE
O S
MA
RT
LO
G-N
O W
ELL
082
0511
3 M
CD
ON
ALD
'S -
OS
KA
_RT
C-W
OR
KIN
G.G
PJ
TE
RR
AC
ON
_DA
TA
TE
MP
LAT
E.G
DT
6/4
/20
WA
TE
R L
EV
EL
OB
SE
RV
AT
ION
S
DE
PT
H (
Ft.)
5
10
15
20
LOCATION See Exploration Plan
Latitude: 41.2964° Longitude: -92.6527°
GR
AP
HIC
LO
G
MO
DE
L LA
YE
R
DEPTH ELEVATION (Ft.)
Approximate Surface Elev.: 100 (Ft.) +/-
Page 1 of 1
Advancement Method:Power Auger
Abandonment Method:Boring backfilled with Auger CuttingsSurface capped with concrete
Notes:
Project No.: 08205113
Drill Rig: 837
BORING LOG NO. 3McDonald's USA, LLCCLIENT:Evergreen Park, Illinois
FIE
LD T
ES
TR
ES
ULT
S
RE
CO
VE
RY
()
SA
MP
LE ID
UN
CO
NF
INE
DC
OM
PR
ES
SIV
ES
TR
EN
GT
H (
psf)
WA
TE
RC
ON
TE
NT
(%
)
DR
Y U
NIT
WE
IGH
T (
pcf)
ATTERBERGLIMITS
LL-PL-PI
Driller: CN
Boring Completed: 05-21-2020
PROJECT: McDonald's - Oskaloosa Rebuild
See Exploration and Testing Procedures for adescription of field and laboratory proceduresused and additional data (If any).
See Supporting Information for explanation ofsymbols and abbreviations.
703 A Avenue West Oskaloosa, IowaSITE:
Boring Started: 05-21-2020
600 SW 7th St, Ste MDes Moines, IA
16' While Drilling
None observed after drilling
WATER LEVEL OBSERVATIONS
1
2
3
4
SA
MP
LE T
YP
E
D R A
F T
14-20-6N=26
7000 (HP)
0-1-1N=2
1000 (HP)
1-2-3N=5
4500 (HP)
2-3-4N=7
14
12
22
18
18
18
1
2
3
4
5
6
3200
1000
9
26
2228
32
32
29
25
93
86
Approx. 9.5" Asphalt
FILL - SANDY LEAN CLAY , trace graveland concrete rubble, dark gray and gray
FAT CLAY (CH), trace sand, gray to darkgray, stiff
LEAN CLAY (CL), trace sand, light graywith brown, soft
FAT CLAY WITH SAND (CH), gray,medium stiff
Boring Terminated at 20.5 Feet
0.8
3.0
5.5
12.0
20.5
98+/-
96+/-
93.5+/-
87+/-
78.5+/-
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.
TH
IS B
OR
ING
LO
G IS
NO
T V
ALI
D IF
SE
PA
RA
TE
D F
RO
M O
RIG
INA
L R
EP
OR
T.
GE
O S
MA
RT
LO
G-N
O W
ELL
082
0511
3 M
CD
ON
ALD
'S -
OS
KA
_RT
C-W
OR
KIN
G.G
PJ
TE
RR
AC
ON
_DA
TA
TE
MP
LAT
E.G
DT
6/4
/20
WA
TE
R L
EV
EL
OB
SE
RV
AT
ION
S
DE
PT
H (
Ft.)
5
10
15
20
FIE
LD T
ES
TR
ES
ULT
S
RE
CO
VE
RY
()
SA
MP
LE ID
UN
CO
NF
INE
DC
OM
PR
ES
SIV
ES
TR
EN
GT
H (
psf)
WA
TE
RC
ON
TE
NT
(%
)
DR
Y U
NIT
WE
IGH
T (
pcf)
ATTERBERGLIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 41.2964° Longitude: -92.6525°
GR
AP
HIC
LO
G
MO
DE
L LA
YE
R
DEPTH ELEVATION (Ft.)
Approximate Surface Elev.: 99 (Ft.) +/-
Page 1 of 1
Advancement Method:Power Auger
Abandonment Method:Boring backfilled with Auger CuttingsSurface capped with concrete
Notes:
Project No.: 08205113
Drill Rig: 837
BORING LOG NO. 4McDonald's USA, LLCCLIENT:Evergreen Park, Illinois
Driller: CN
Boring Completed: 05-21-2020
PROJECT: McDonald's - Oskaloosa Rebuild
See Exploration and Testing Procedures for adescription of field and laboratory proceduresused and additional data (If any).
See Supporting Information for explanation ofsymbols and abbreviations.
703 A Avenue West Oskaloosa, IowaSITE:
Boring Started: 05-21-2020
600 SW 7th St, Ste MDes Moines, IA
7.5' While Drilling
None observed after drilling
WATER LEVEL OBSERVATIONS
1
2
3
4
SA
MP
LE T
YP
E
D R A
F T
2-2-2N=4
6000 (HP)
2-3-4N=7
4500 (HP)
1-2-2N=4
1000 (HP)
1-1-2N=3
3000 (HP)
1-1-1N=2
2500 (HP)
2-3-4N=7
5000 (HP)
10
15
18
18
18
18
1
2
3
4
5
6
28
31
33
30
32
24
Approx. 7" Asphalt
FILL - SANDY LEAN CLAY , trace graveland bricks, dark gray and gray
FAT CLAY (CH), trace sand, gray andbrown, medium stiff
LEAN CLAY (CL), trace sand, light graywith brown, soft
FAT CLAY WITH SAND (CH), gray, soft tomedium stiff
Boring Terminated at 20.5 Feet
0.6
3.0
5.5
12.0
20.5
97.5+/-
95+/-
92.5+/-
86+/-
77.5+/-
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.
TH
IS B
OR
ING
LO
G IS
NO
T V
ALI
D IF
SE
PA
RA
TE
D F
RO
M O
RIG
INA
L R
EP
OR
T.
GE
O S
MA
RT
LO
G-N
O W
ELL
082
0511
3 M
CD
ON
ALD
'S -
OS
KA
_RT
C-W
OR
KIN
G.G
PJ
TE
RR
AC
ON
_DA
TA
TE
MP
LAT
E.G
DT
6/4
/20
WA
TE
R L
EV
EL
OB
SE
RV
AT
ION
S
DE
PT
H (
Ft.)
5
10
15
20
FIE
LD T
ES
TR
ES
ULT
S
RE
CO
VE
RY
()
SA
MP
LE ID
UN
CO
NF
INE
DC
OM
PR
ES
SIV
ES
TR
EN
GT
H (
psf)
WA
TE
RC
ON
TE
NT
(%
)
DR
Y U
NIT
WE
IGH
T (
pcf)
ATTERBERGLIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 41.2963° Longitude: -92.6524°
GR
AP
HIC
LO
G
MO
DE
L LA
YE
R
DEPTH ELEVATION (Ft.)
Approximate Surface Elev.: 98 (Ft.) +/-
Page 1 of 1
Advancement Method:Power Auger
Abandonment Method:Boring backfilled with Auger CuttingsSurface capped with concrete
Notes:
Project No.: 08205113
Drill Rig: 837
BORING LOG NO. 5McDonald's USA, LLCCLIENT:Evergreen Park, Illinois
Driller: CN
Boring Completed: 05-21-2020
PROJECT: McDonald's - Oskaloosa Rebuild
See Exploration and Testing Procedures for adescription of field and laboratory proceduresused and additional data (If any).
See Supporting Information for explanation ofsymbols and abbreviations.
703 A Avenue West Oskaloosa, IowaSITE:
Boring Started: 05-21-2020
600 SW 7th St, Ste MDes Moines, IA
12.5' While Drilling
15' After Drilling
WATER LEVEL OBSERVATIONS
1
2
3
4
SA
MP
LE T
YP
E
D R A
F T
20-12-6N=18
3-2-2N=4
4000 (HP)
1-3-3N=6
7
12
10
1
2
3
18
42
20
Approx. 7" Asphalt
FILL - SANDY LEAN CLAY , trace graveland concrete rubble, dark gray and gray
FILL - LEAN CLAY , trace gravel,occasional sand seams, dark gray
Boring Terminated at 5.5 Feet
0.6
2.5
5.5
98.5+/-
96.5+/-
93.5+/-
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.
TH
IS B
OR
ING
LO
G IS
NO
T V
ALI
D IF
SE
PA
RA
TE
D F
RO
M O
RIG
INA
L R
EP
OR
T.
GE
O S
MA
RT
LO
G-N
O W
ELL
082
0511
3 M
CD
ON
ALD
'S -
OS
KA
_RT
C-W
OR
KIN
G.G
PJ
TE
RR
AC
ON
_DA
TA
TE
MP
LAT
E.G
DT
6/4
/20
WA
TE
R L
EV
EL
OB
SE
RV
AT
ION
S
DE
PT
H (
Ft.)
5
FIE
LD T
ES
TR
ES
ULT
S
RE
CO
VE
RY
()
SA
MP
LE ID
UN
CO
NF
INE
DC
OM
PR
ES
SIV
ES
TR
EN
GT
H (
psf)
WA
TE
RC
ON
TE
NT
(%
)
DR
Y U
NIT
WE
IGH
T (
pcf)
ATTERBERGLIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 41.2966° Longitude: -92.6524°
GR
AP
HIC
LO
G
MO
DE
L LA
YE
R
DEPTH ELEVATION (Ft.)
Approximate Surface Elev.: 99 (Ft.) +/-
Page 1 of 1
Advancement Method:Power Auger
Abandonment Method:Boring backfilled with Auger CuttingsSurface capped with concrete
Notes:
Project No.: 08205113
Drill Rig: 837
BORING LOG NO. 6McDonald's USA, LLCCLIENT:Evergreen Park, Illinois
Driller: CN
Boring Completed: 05-21-2020
PROJECT: McDonald's - Oskaloosa Rebuild
See Exploration and Testing Procedures for adescription of field and laboratory proceduresused and additional data (If any).
See Supporting Information for explanation ofsymbols and abbreviations.
703 A Avenue West Oskaloosa, IowaSITE:
Boring Started: 05-21-2020
600 SW 7th St, Ste MDes Moines, IA
None observed while drilling
None observed after drilling
WATER LEVEL OBSERVATIONS
1
SA
MP
LE T
YP
E
D R A
F T
1-2-3N=5
4500 (HP)
2-3-3N=6
3500 (HP)
1-3-3N=6
7
11
12
1
2
3
29
27
27
Approx. 6" AsphaltLEAN TO FAT CLAY (CL/CH), trace sandand gravel, dark gray, (POSSIBLE FILL)
FAT CLAY (CH), trace sand, light graybrown, medium stiff
Boring Terminated at 5.5 Feet
0.5
4.0
5.5
98+/-
94.5+/-
93+/-
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.
TH
IS B
OR
ING
LO
G IS
NO
T V
ALI
D IF
SE
PA
RA
TE
D F
RO
M O
RIG
INA
L R
EP
OR
T.
GE
O S
MA
RT
LO
G-N
O W
ELL
082
0511
3 M
CD
ON
ALD
'S -
OS
KA
_RT
C-W
OR
KIN
G.G
PJ
TE
RR
AC
ON
_DA
TA
TE
MP
LAT
E.G
DT
6/4
/20
WA
TE
R L
EV
EL
OB
SE
RV
AT
ION
S
DE
PT
H (
Ft.)
5
FIE
LD T
ES
TR
ES
ULT
S
RE
CO
VE
RY
()
SA
MP
LE ID
UN
CO
NF
INE
DC
OM
PR
ES
SIV
ES
TR
EN
GT
H (
psf)
WA
TE
RC
ON
TE
NT
(%
)
DR
Y U
NIT
WE
IGH
T (
pcf)
ATTERBERGLIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 41.2969° Longitude: -92.6524°
GR
AP
HIC
LO
G
MO
DE
L LA
YE
R
DEPTH ELEVATION (Ft.)
Approximate Surface Elev.: 98.5 (Ft.) +/-
Page 1 of 1
Advancement Method:Power Auger
Abandonment Method:Boring backfilled with Auger CuttingsSurface capped with concrete
Notes:
Project No.: 08205113
Drill Rig: 837
BORING LOG NO. 7McDonald's USA, LLCCLIENT:Evergreen Park, Illinois
Driller: CN
Boring Completed: 05-21-2020
PROJECT: McDonald's - Oskaloosa Rebuild
See Exploration and Testing Procedures for adescription of field and laboratory proceduresused and additional data (If any).
See Supporting Information for explanation ofsymbols and abbreviations.
703 A Avenue West Oskaloosa, IowaSITE:
Boring Started: 05-21-2020
600 SW 7th St, Ste MDes Moines, IA
None observed while drilling
None observed after drilling
WATER LEVEL OBSERVATIONS
1
2
SA
MP
LE T
YP
E
D R A
F T
2-3-4N=7
1500 (HP)
2-4-5N=9
2000 (HP)
2-3-4N=7
4500 (HP)
8
14
9
1
2
3
26
Approx. 7" Asphalt
LEAN TO FAT CLAY (CL/CH), trace sandand gravel, dark gray, medium stiff
FAT CLAY (CH), trace sand, light graybrown, medium stiff
Boring Terminated at 5.5 Feet
0.6
3.0
5.5
98.5+/-
96+/-
93.5+/-
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.
TH
IS B
OR
ING
LO
G IS
NO
T V
ALI
D IF
SE
PA
RA
TE
D F
RO
M O
RIG
INA
L R
EP
OR
T.
GE
O S
MA
RT
LO
G-N
O W
ELL
082
0511
3 M
CD
ON
ALD
'S -
OS
KA
_RT
C-W
OR
KIN
G.G
PJ
TE
RR
AC
ON
_DA
TA
TE
MP
LAT
E.G
DT
6/4
/20
WA
TE
R L
EV
EL
OB
SE
RV
AT
ION
S
DE
PT
H (
Ft.)
5
FIE
LD T
ES
TR
ES
ULT
S
RE
CO
VE
RY
()
SA
MP
LE ID
UN
CO
NF
INE
DC
OM
PR
ES
SIV
ES
TR
EN
GT
H (
psf)
WA
TE
RC
ON
TE
NT
(%
)
DR
Y U
NIT
WE
IGH
T (
pcf)
ATTERBERGLIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 41.2969° Longitude: -92.6526°
GR
AP
HIC
LO
G
MO
DE
L LA
YE
R
DEPTH ELEVATION (Ft.)
Approximate Surface Elev.: 99 (Ft.) +/-
Page 1 of 1
Advancement Method:Power Auger
Abandonment Method:Boring backfilled with Auger CuttingsSurface capped with concrete
Notes:
Project No.: 08205113
Drill Rig: 837
BORING LOG NO. 8McDonald's USA, LLCCLIENT:Evergreen Park, Illinois
Driller: CN
Boring Completed: 05-21-2020
PROJECT: McDonald's - Oskaloosa Rebuild
See Exploration and Testing Procedures for adescription of field and laboratory proceduresused and additional data (If any).
See Supporting Information for explanation ofsymbols and abbreviations.
703 A Avenue West Oskaloosa, IowaSITE:
Boring Started: 05-21-2020
600 SW 7th St, Ste MDes Moines, IA
None observed while drilling
None observed after drilling
WATER LEVEL OBSERVATIONS
2
SA
MP
LE T
YP
E
D R A
F T
1-2-2N=4
3000 (HP)
2-4-4N=8
4000 (HP)
2-3-3N=6
3000 (HP)
10
11
13
1
2
3
35
32
32
Approx. 7" Asphalt
LEAN TO FAT CLAY (CL/CH), trace sandand gravel, dark gray, medium stiff
FAT CLAY (CH), trace sand, brown andgray, medium stiff
Boring Terminated at 5.5 Feet
0.6
3.0
5.5
99+/-
96.5+/-
94+/-
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.
TH
IS B
OR
ING
LO
G IS
NO
T V
ALI
D IF
SE
PA
RA
TE
D F
RO
M O
RIG
INA
L R
EP
OR
T.
GE
O S
MA
RT
LO
G-N
O W
ELL
082
0511
3 M
CD
ON
ALD
'S -
OS
KA
_RT
C-W
OR
KIN
G.G
PJ
TE
RR
AC
ON
_DA
TA
TE
MP
LAT
E.G
DT
6/4
/20
WA
TE
R L
EV
EL
OB
SE
RV
AT
ION
S
DE
PT
H (
Ft.)
5
FIE
LD T
ES
TR
ES
ULT
S
RE
CO
VE
RY
()
SA
MP
LE ID
UN
CO
NF
INE
DC
OM
PR
ES
SIV
ES
TR
EN
GT
H (
psf)
WA
TE
RC
ON
TE
NT
(%
)
DR
Y U
NIT
WE
IGH
T (
pcf)
ATTERBERGLIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 41.2969° Longitude: -92.653°
GR
AP
HIC
LO
G
MO
DE
L LA
YE
R
DEPTH ELEVATION (Ft.)
Approximate Surface Elev.: 99.5 (Ft.) +/-
Page 1 of 1
Advancement Method:Power Auger
Abandonment Method:Boring backfilled with Auger CuttingsSurface capped with concrete
Notes:
Project No.: 08205113
Drill Rig: 837
BORING LOG NO. 9McDonald's USA, LLCCLIENT:Evergreen Park, Illinois
Driller: CN
Boring Completed: 05-21-2020
PROJECT: McDonald's - Oskaloosa Rebuild
See Exploration and Testing Procedures for adescription of field and laboratory proceduresused and additional data (If any).
See Supporting Information for explanation ofsymbols and abbreviations.
703 A Avenue West Oskaloosa, IowaSITE:
Boring Started: 05-21-2020
600 SW 7th St, Ste MDes Moines, IA
None observed while drilling
None observed after drilling
WATER LEVEL OBSERVATIONS
2
SA
MP
LE T
YP
E