B.08.03 - MRLS 385-L Relief Wells 33 26 00 00 23 Pilot Hole Boring Logs.pdf
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- W912DQ21B1001 - L385 Levee Rehab & Relief Wells
- Solicitation number
- W912DQ21B10010004
About this file
This document provides boring logs from geotechnical investigations for the L385 Levee Rehabilitation and Relief Wells project. The boring logs detail soil stratigraphy, composition, and engineering properties at sample depths for pilot holes drilled along the levee. Information recorded includes blow counts, moisture content, Unified Soil Classification System symbols, grain size distributions, and other field observations. The project is located along the Missouri River Levee System in Levee District L385. The boring logs will inform design and construction methods for the levee rehabilitation and installation of relief wells to control seepage.
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| B.08.03 - Amendment 0004 - Released.pdf | ||
| B.08.03 - MRLS 385-L Levee Rehab Amendment 0004-CS705.pdf |
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Text version
O:D60=0.1777, D30=0.1316, D10=0.1077, Cu=1.7, Cc=0.9
3.8
FAT CLAY
MEDIUM
MOIST
BROWN
9.5
POORLY GRADED SAND
LOOSE
DRY
LIGHT BROWN
fine sand
LOG OF BORING D-310
DRILLING METHOD(S): Gus Pech 1100; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-310
COORDINATES: N39.17086563, E-94.61614101; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 025+58, 40 LW ELEVATION: +747.3 (ft) DATE(S) DRILLED: 3/18/20 - 3/19/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 1 of 5
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
SP - USCS
Poorly-graded Sand
SP-SM - USCS
Poorly-graded Sand with Silt
SM - USCS Silty Sand
GW-GM - USCS
Well-graded Gravel with Silt
LS - Limestone
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
20.3(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL: 33 bags pea gravel, 6 bags bentonite chips. (pea gravel from BOH to 12' to 15', bentonite from top of pea gravel to ground surface) REMARKS: RW13 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-1
D-2
D-3
POORLY GRADED SAND
LOOSE
DRY
LIGHT BROWN
fine sand (continued)
19.0
POORLY GRADED SAND WITH SILT
LOOSE
WET
LIGHT BROWN
fine sand
LOG OF BORING D-310
DRILLING METHOD(S): Gus Pech 1100; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-310
COORDINATES: N39.17086563, E-94.61614101; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 025+58, 40 LW ELEVATION: +747.3 (ft) DATE(S) DRILLED: 3/18/20 - 3/19/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 2 of 5
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
SP - USCS
Poorly-graded Sand
SP-SM - USCS
Poorly-graded Sand with Silt
SM - USCS Silty Sand
GW-GM - USCS
Well-graded Gravel with Silt
LS - Limestone
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
20.3(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL: 33 bags pea gravel, 6 bags bentonite chips. (pea gravel from BOH to 12' to 15', bentonite from top of pea gravel to ground surface) REMARKS: RW13 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-4
D-5
O:D60=0.1945, D30=0.1208, D10=0.0784, Cu=2.5, Cc=1.0
O:D60=0.1449, D30=0.0941, D10=0.0584, Cu=2.5, Cc=1.0
8.3
14.5
POORLY GRADED SAND WITH SILT
LOOSE
WET
LIGHT BROWN
fine sand (continued)
29.0
SILTY SAND
DENSE
WET
DARK GREY
fine sand
35.0 (See next page for description)
LOG OF BORING D-310
DRILLING METHOD(S): Gus Pech 1100; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-310
COORDINATES: N39.17086563, E-94.61614101; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 025+58, 40 LW ELEVATION: +747.3 (ft) DATE(S) DRILLED: 3/18/20 - 3/19/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 3 of 5
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
SP - USCS
Poorly-graded Sand
SP-SM - USCS
Poorly-graded Sand with Silt
SM - USCS Silty Sand
GW-GM - USCS
Well-graded Gravel with Silt
LS - Limestone
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
20.3(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL: 33 bags pea gravel, 6 bags bentonite chips. (pea gravel from BOH to 12' to 15', bentonite from top of pea gravel to ground surface) REMARKS: RW13 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-6
D-7
D-8
D-9
O:D60=0.1803, D30=0.1244, D10=0.0769, Cu=2.3, Cc=1.1
O:D60=0.3516, D30=0.1985, D10=0.1162, Cu=3.0, Cc=1.0
O:D60=13.0525, D30=1.3446, D10=0.1347, Cu=96.9, Cc=1.0
9.4
3.6
6.7
POORLY GRADED SAND WITH SILT
DENSE
WET
DARK GREY
grades from SP-SM to SP (continued)
43.0
WELL GRADED GRAVEL WITH SILT
VERY DENSE
WET
DARK GREY
With fine to coarse sand, fine to coarse gravel
LOG OF BORING D-310
DRILLING METHOD(S): Gus Pech 1100; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-310
COORDINATES: N39.17086563, E-94.61614101; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 025+58, 40 LW ELEVATION: +747.3 (ft) DATE(S) DRILLED: 3/18/20 - 3/19/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 4 of 5
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
SP - USCS
Poorly-graded Sand
SP-SM - USCS
Poorly-graded Sand with Silt
SM - USCS Silty Sand
GW-GM - USCS
Well-graded Gravel with Silt
LS - Limestone
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
20.3(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL: 33 bags pea gravel, 6 bags bentonite chips. (pea gravel from BOH to 12' to 15', bentonite from top of pea gravel to ground surface) REMARKS: RW13 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-10
D-11
D-12
D-13
D-14
WELL GRADED GRAVEL WITH SILT
VERY DENSE
WET
DARK GREY
With fine to coarse sand, fine to coarse gravel (continued)
Trace Cobbles
Drilling hard & erratic 52' to 53'
53.8
LIMEY SHALE
DENSE
GREY
slightly decomposed.
54.2 BOH SPT Refusal
LOG OF BORING D-310
DRILLING METHOD(S): Gus Pech 1100; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-310
COORDINATES: N39.17086563, E-94.61614101; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 025+58, 40 LW ELEVATION: +747.3 (ft) DATE(S) DRILLED: 3/18/20 - 3/19/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 5 of 5
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
SP - USCS
Poorly-graded Sand
SP-SM - USCS
Poorly-graded Sand with Silt
SM - USCS Silty Sand
GW-GM - USCS
Well-graded Gravel with Silt
LS - Limestone
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
20.3(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL: 33 bags pea gravel, 6 bags bentonite chips. (pea gravel from BOH to 12' to 15', bentonite from top of pea gravel to ground surface) REMARKS: RW13 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-15
D-16
FAT CLAY
MEDIUM
OLIVE GREY
9.0
POORLY GRADED SAND
LOOSE
DRY
LIGHT BROWN
fine sand
LOG OF BORING D-311
DRILLING METHOD(S): Gus Pech 1100; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-311
COORDINATES: N39.17054424, E-94.6162183; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 027+02, 47 LW ELEVATION: +747.2 (ft) DATE(S) DRILLED: 3/16/20 - 3/17/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 1 of 5
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
SP - USCS
Poorly-graded Sand
SP-SM - USCS
Poorly-graded Sand with Silt
SW - USCS
Well-graded Sand
LS - Limestone
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
20.3(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL: 33 bags pea gravel, 6 bags bentonite chips.
REMARKS: RW16 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-1
D-2
D-3
DRY
LIGHT BROWN
fine sand (continued)
24.0
LOG OF BORING D-311
DRILLING METHOD(S): Gus Pech 1100; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-311
COORDINATES: N39.17054424, E-94.6162183; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 027+02, 47 LW ELEVATION: +747.2 (ft) DATE(S) DRILLED: 3/16/20 - 3/17/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 2 of 5
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
SP - USCS
Poorly-graded Sand
SP-SM - USCS
Poorly-graded Sand with Silt
SW - USCS
Well-graded Sand
LS - Limestone
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
20.3(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL: 33 bags pea gravel, 6 bags bentonite chips.
REMARKS: RW16 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-4
D-5
O:D60=0.1681, D30=0.1185, D10=0.0744, Cu=2.3, Cc=1.1
O:D60=0.1819, D30=0.1223, D10=0.0812, Cu=2.2, Cc=1.0
10.1
7.3
POORLY GRADED SAND WITH SILT
DENSE
WET
OLIVE GREY
fine sand
MEDIUM DENSE
DARK GREY
fine sand, silty, clayey sand
MEDIUM DENSE
OLIVE GREY
fine sand
LOG OF BORING D-311
DRILLING METHOD(S): Gus Pech 1100; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-311
COORDINATES: N39.17054424, E-94.6162183; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 027+02, 47 LW ELEVATION: +747.2 (ft) DATE(S) DRILLED: 3/16/20 - 3/17/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 3 of 5
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
SP - USCS
Poorly-graded Sand
SP-SM - USCS
Poorly-graded Sand with Silt
SW - USCS
Well-graded Sand
LS - Limestone
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
20.3(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL: 33 bags pea gravel, 6 bags bentonite chips.
REMARKS: RW16 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-6
D-7
D-8
D-9
D-10
D-11
O:D60=0.1989, D30=0.1421, D10=0.1135, Cu=1.8, Cc=0.9
1.9
POORLY GRADED SAND WITH SILT
DENSE
WET
OLIVE GREY
fine sand (continued)
38.0
POORLY GRADED SAND
MEDIUM DENSE
WET
OLIVE GREY TO DARK GREY
fine sand
Trace Cobbles
Trace medium to coarse sand, trace fine to coarse gravel, trace fine gravel sized lignite fragments.
46.0
WELL GRADED SAND
MEDIUM DENSE
WET
DARK GREY
sand is fine to coarse, little fine gravel, trace coarse gravel; trace silt
LOG OF BORING D-311
DRILLING METHOD(S): Gus Pech 1100; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-311
COORDINATES: N39.17054424, E-94.6162183; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 027+02, 47 LW ELEVATION: +747.2 (ft) DATE(S) DRILLED: 3/16/20 - 3/17/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 4 of 5
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
SP - USCS
Poorly-graded Sand
SP-SM - USCS
Poorly-graded Sand with Silt
SW - USCS
Well-graded Sand
LS - Limestone
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
20.3(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL: 33 bags pea gravel, 6 bags bentonite chips.
REMARKS: RW16 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-12
D-13
D-14
D-15
D-16
D-17
O:D60=0.7143, D30=0.2356, D10=0.1269, Cu=5.6, Cc=0.6
2.5
WELL GRADED SAND
MEDIUM DENSE
WET
DARK GREY
sand is fine to coarse, little fine gravel, trace coarse gravel; trace silt (continued)
Trace Cobbles
53.8
LIMESTONE
MODERATELY HARD
GREY
dense, slightly decomposed, strong
55.0
BOH
LOG OF BORING D-311
DRILLING METHOD(S): Gus Pech 1100; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-311
COORDINATES: N39.17054424, E-94.6162183; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 027+02, 47 LW ELEVATION: +747.2 (ft) DATE(S) DRILLED: 3/16/20 - 3/17/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 5 of 5
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
SP - USCS
Poorly-graded Sand
SP-SM - USCS
Poorly-graded Sand with Silt
SW - USCS
Well-graded Sand
LS - Limestone
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
20.3(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL: 33 bags pea gravel, 6 bags bentonite chips.
REMARKS: RW16 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-18
D-19
D-20
D-21
DRY
LIGHT BROWN
8.9
POORLY GRADED SAND
LOOSE
DRY
LIGHT BROWN
fine sand
LOG OF BORING D-312
DRILLING METHOD(S): Gus Pech 1100; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-312
COORDINATES: N39.17073527, E-94.61620835; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 026+07, 47 LW ELEVATION: +747.8 (ft) DATE(S) DRILLED: 3/3/20 - 3/4/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 1 of 5
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
SP - USCS
Poorly-graded Sand
SM - USCS Silty Sand
SWg- well graded sand with gravel
GW - USCS
Well-graded Gravel
SW - USCS
Well-graded Sand
LS - Limestone
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
19.2(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL:
REMARKS: RW14 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
O:D60=0.3996, D30=0.2802, D10=0.1416, Cu=2.8, Cc=1.4
3.1
POORLY GRADED SAND
LOOSE
DRY
LIGHT BROWN
fine sand (continued) trace medium sand at 14'
LOG OF BORING D-312
DRILLING METHOD(S): Gus Pech 1100; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-312
COORDINATES: N39.17073527, E-94.61620835; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 026+07, 47 LW ELEVATION: +747.8 (ft) DATE(S) DRILLED: 3/3/20 - 3/4/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 2 of 5
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
SP - USCS
Poorly-graded Sand
SM - USCS Silty Sand
SWg- well graded sand with gravel
GW - USCS
Well-graded Gravel
SW - USCS
Well-graded Sand
LS - Limestone
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
19.2(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL:
REMARKS: RW14 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-4
D-5
D-6
D-7
DRY
LIGHT BROWN
fine sand (continued)
30.0
SILTY SAND
DENSE
WET
OLIVE GREY
fine sand
34.0
POORLY GRADED SAND
VERY DENSE
WET
OLIVE GREY
fine sand
LOG OF BORING D-312
DRILLING METHOD(S): Gus Pech 1100; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-312
COORDINATES: N39.17073527, E-94.61620835; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 026+07, 47 LW ELEVATION: +747.8 (ft) DATE(S) DRILLED: 3/3/20 - 3/4/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 3 of 5
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
SP - USCS
Poorly-graded Sand
SM - USCS Silty Sand
SWg- well graded sand with gravel
GW - USCS
Well-graded Gravel
SW - USCS
Well-graded Sand
LS - Limestone
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
19.2(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL:
REMARKS: RW14 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-8
D-9
D-10
O:D60=0.2428, D30=0.1552, D10=0.1152, Cu=2.1, Cc=0.9
2.1
POORLY GRADED SAND
VERY DENSE
WET
OLIVE GREY
fine sand (continued) trace coarse gravel/lignite at 38'
Trace medium to coarse sand, trace fine gravel
45.5
WELL GRADED SAND WITH GRAVEL
Trace Cobbles
MEDIUM DENSE
WET
LIGHT GREY
fine to coarse sand; with fine to coarse gravel
LOG OF BORING D-312
DRILLING METHOD(S): Gus Pech 1100; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-312
COORDINATES: N39.17073527, E-94.61620835; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 026+07, 47 LW ELEVATION: +747.8 (ft) DATE(S) DRILLED: 3/3/20 - 3/4/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 4 of 5
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
SP - USCS
Poorly-graded Sand
SM - USCS Silty Sand
SWg- well graded sand with gravel
GW - USCS
Well-graded Gravel
SW - USCS
Well-graded Sand
LS - Limestone
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
19.2(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL:
REMARKS: RW14 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-11
D-12
D-13
D-14
O:D60=6.0131, D30=1.0337, D10=0.1887, Cu=31.9, Cc=0.9
O:D60=1.4432, D30=0.5772, D10=0.2630, Cu=5.5, Cc=0.9
4.7
1.4
WELL GRADED SAND WITH GRAVEL
Trace Cobbles
MEDIUM DENSE
WET
LIGHT GREY
fine to coarse sand; with fine to coarse gravel (continued)
50.0
WELL GRADED GRAVEL
VERY DENSE
WET
LIGHT GREY
subangular to angular, fine to coarse gravel;
coarse gravel is limestone; trace fine to coarse sand
51.5
WELL GRADED SAND
MEDIUM DENSE
WET
LIGHT GREY
fine to coarse sand; trace fine gravel trace fine to coarse gravel at 54'
Trace Cobbles To 57'
55.7
LIMESTONE
HARD
MASSIVE
labored & eratic drilling 55' to 57'
57.4 BOH Sampler Refusal
LOG OF BORING D-312
DRILLING METHOD(S): Gus Pech 1100; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-312
COORDINATES: N39.17073527, E-94.61620835; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 026+07, 47 LW ELEVATION: +747.8 (ft) DATE(S) DRILLED: 3/3/20 - 3/4/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 5 of 5
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
SP - USCS
Poorly-graded Sand
SM - USCS Silty Sand
SWg- well graded sand with gravel
GW - USCS
Well-graded Gravel
SW - USCS
Well-graded Sand
LS - Limestone
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
19.2(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL:
REMARKS: RW14 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-15
D-16
D-17
D-18
D-19
DRY
OLIVE GREY
4.7
ELASTIC SILT
VERY SOFT
MOIST
OLIVE GREY
5.2
FAT CLAY
MEDIUM
MOIST
OLIVE GREY
7.5
SANDY FAT CLAY
VERY SOFT
MOIST
DARK GREY
fine sand
8.0
CLAYEY SAND
LOOSE
MOIST
DARK GREY
9.7
POORLY GRADED SAND
fine sand
LOOSE
DRY
LIGHT GREY
LOG OF BORING D-313
DRILLING METHOD(S): Gus Pech 750; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-313
COORDINATES: N39.1703635, E-94.61622835; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 027+66, 32 LW ELEVATION: +745.6 (ft) DATE(S) DRILLED: 2/27/20 - 2/29/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 1 of 6
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
MH - Elastic Silt
CH - Sandy Fat Clay
SC - USCS Clayey Sand
SP - USCS
Poorly-graded Sand
GW - USCS
Well-graded Gravel
SW - USCS
Well-graded Sand
GC - USCS Clayey Gravel
SH (V WTH) - Shale, Highly Weathered
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
18.0(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL: 38 bags pea gravel, 7.5 bags 3/8" bentonite chips REMARKS: RW18 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2 fine sand (continued) medium sand 14'-15'
DENSE
WET
OLIVE GREY
LOG OF BORING D-313
DRILLING METHOD(S): Gus Pech 750; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-313
COORDINATES: N39.1703635, E-94.61622835; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 027+66, 32 LW ELEVATION: +745.6 (ft) DATE(S) DRILLED: 2/27/20 - 2/29/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 2 of 6
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
MH - Elastic Silt
CH - Sandy Fat Clay
SC - USCS Clayey Sand
SP - USCS
Poorly-graded Sand
GW - USCS
Well-graded Gravel
SW - USCS
Well-graded Sand
GC - USCS Clayey Gravel
SH (V WTH) - Shale, Highly Weathered
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
18.0(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL: 38 bags pea gravel, 7.5 bags 3/8" bentonite chips REMARKS: RW18 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
O:D60=0.1813, D30=0.1240, D10=0.0794, Cu=2.3, Cc=1.1
8.5
POORLY GRADED SAND
fine sand (continued) some organics (wood, lignite) at 35'
LOG OF BORING D-313
DRILLING METHOD(S): Gus Pech 750; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-313
COORDINATES: N39.1703635, E-94.61622835; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 027+66, 32 LW ELEVATION: +745.6 (ft) DATE(S) DRILLED: 2/27/20 - 2/29/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 3 of 6
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
MH - Elastic Silt
CH - Sandy Fat Clay
SC - USCS Clayey Sand
SP - USCS
Poorly-graded Sand
GW - USCS
Well-graded Gravel
SW - USCS
Well-graded Sand
GC - USCS Clayey Gravel
SH (V WTH) - Shale, Highly Weathered
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
18.0(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL: 38 bags pea gravel, 7.5 bags 3/8" bentonite chips REMARKS: RW18 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-10
D-11
D-12
D-13
O:D60=0.7257, D30=0.5041, D10=0.3281, Cu=2.2, Cc=1.1
O:D60=1.4823, D30=0.2365, D10=0.1229, Cu=12.1, Cc=0.3
0.7
3.5
POORLY GRADED SAND
fine sand (continued)
MEDIUM DENSE
some organics (wood, lignite) at 40'
41.0
WELL GRADED GRAVEL
MEDIUM DENSE
WET
MEDIUM GREY
with fine to coarse sand; fine to coarse gravel
43.0
POORLY GRADED SAND
MEDIUM DENSE
WET
DARK GREY
fine to medium sand; trace coarse sand; trace fine gravel
45.0
WELL GRADED SAND
MEDIUM
WET
OLIVE GREY
fine to coarse sand; little fine gravel; trace coarse gravel
47.0 (See next page for description)
LOG OF BORING D-313
DRILLING METHOD(S): Gus Pech 750; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-313
COORDINATES: N39.1703635, E-94.61622835; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 027+66, 32 LW ELEVATION: +745.6 (ft) DATE(S) DRILLED: 2/27/20 - 2/29/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 4 of 6
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
MH - Elastic Silt
CH - Sandy Fat Clay
SC - USCS Clayey Sand
SP - USCS
Poorly-graded Sand
GW - USCS
Well-graded Gravel
SW - USCS
Well-graded Sand
GC - USCS Clayey Gravel
SH (V WTH) - Shale, Highly Weathered
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
18.0(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL: 38 bags pea gravel, 7.5 bags 3/8" bentonite chips REMARKS: RW18 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-14
D-15
D-16
D-17
D-18
O:D60=3.1001, D30=1.3044, D10=0.4875, Cu=6.4, Cc=1.1
1.1
WELL GRADED GRAVEL
Little Cobbles
VERY DENSE
WET
OLIVE GREY
fine to coarse gravel; with fine to coarse sand (continued) drilling is labored & eratic, suspect cobbles 47' to 50'
50.0
WELL GRADED SAND
DENSE
WET
OLIVE GREY
Trace Cobbles medium to coarse sand; little fine sand; little fine gravel; trace coarse sand 50'-52.5'
Cobbles Absent fine to coarse sand; little fine gravel; trace coarse gravel
55.0
CLAYEY SAND
Some Cobbles
VERY DENSE
WET
OLIVE GREY TO DARK GREY
fine to coarse sand; with fine to coarse gravel
LOG OF BORING D-313
DRILLING METHOD(S): Gus Pech 750; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-313
COORDINATES: N39.1703635, E-94.61622835; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 027+66, 32 LW ELEVATION: +745.6 (ft) DATE(S) DRILLED: 2/27/20 - 2/29/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 5 of 6
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
MH - Elastic Silt
CH - Sandy Fat Clay
SC - USCS Clayey Sand
SP - USCS
Poorly-graded Sand
GW - USCS
Well-graded Gravel
SW - USCS
Well-graded Sand
GC - USCS Clayey Gravel
SH (V WTH) - Shale, Highly Weathered
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
18.0(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL: 38 bags pea gravel, 7.5 bags 3/8" bentonite chips REMARKS: RW18 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-19
D-20
D-21
D-22
D-23
O:D60=1.9029, D30=0.1806, D10=0.0067, Cu=283.1, Cc=2.5
18.2
CLAYEY SAND
Some Cobbles
VERY DENSE
WET
OLIVE GREY TO DARK GREY
fine to coarse sand; with fine to coarse gravel (continued)
64.0
CLAYEY GRAVEL
VERY DENSE
WET
DARK GREY
clayey sandy gravel, fine to coarse gravel; with fine to coarse sand; clay is likely weathered shale
65.0
HIGHLY WEATHERED SHALE
laminated; very weak; highly decomposed
66.0 BOH No Refusal
LOG OF BORING D-313
DRILLING METHOD(S): Gus Pech 750; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-313
COORDINATES: N39.1703635, E-94.61622835; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 027+66, 32 LW ELEVATION: +745.6 (ft) DATE(S) DRILLED: 2/27/20 - 2/29/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 6 of 6
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
MH - Elastic Silt
CH - Sandy Fat Clay
SC - USCS Clayey Sand
SP - USCS
Poorly-graded Sand
GW - USCS
Well-graded Gravel
SW - USCS
Well-graded Sand
GC - USCS Clayey Gravel
SH (V WTH) - Shale, Highly Weathered
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
18.0(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL: 38 bags pea gravel, 7.5 bags 3/8" bentonite chips REMARKS: RW18 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-24
D-25
D-26
D-27
O:D60=0.1849, D30=0.1320, D10=0.1026, Cu=1.8, Cc=0.9
5.3
FAT CLAY
STIFF
DRY
LIGHT BROWN
high plasticity
9.0
POORLY GRADED SAND WITH SILT
LOOSE
DRY
LIGHT BROWN
fine sand
LOG OF BORING D-314
DRILLING METHOD(S): Gus Pech 1100; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-314
COORDINATES: N39.17066686, E-94.61622333; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 026+60, 48 LW ELEVATION: +748.5 (ft) DATE(S) DRILLED: 3/20/20 - 3/21/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 1 of 5
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
SP-SM - USCS
Poorly-graded Sand with Silt
SP - USCS
Poorly-graded Sand
SW - USCS
Well-graded Sand
LS - Limestone
FIELD DATA
D E
P T
H ft)
S A
M P
LE
/D
R
IL
L M
E T
H O
D
LI
Q
U
ID
L
IM
IT
U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates (mg/kg) P: Soil pH O: Other lab data defined in Remarks
LEGENDS
O
IL
S
Y M
B O
L
O th er
B
LO
W S
U S
C S
S Y
M B
O L
(A S
T M
7)
M in us
S ie ve
P
LA
S T
IC
IN
D E
X
20.5(ft): Water Level during drilling.
Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106
BACKFILL:
REMARKS: RW15 pilot boring |Final Review by draft COORDINATE SOURCE: Survey
LO
G
_A _2
8_
U P
D A
T E
M R
LS
-3
-L
.G P
J
/8 /2
D-3
O:D60=0.4592, D30=0.2263, D10=0.1159, Cu=4.0, Cc=1.0
4.6
POORLY GRADED SAND WITH SILT
LOOSE
DRY
LIGHT BROWN
fine sand (continued)
19.0
POORLY GRADED SAND
WET
BROWN
fine to medium sand
LOOSE
LOG OF BORING D-314
DRILLING METHOD(S): Gus Pech 1100; 4.25" ID HSA; 5' continuous sample barrel; 3" split spoon sampler
ATTERBERG
LIMITS
Geologist: G. FilpovichDriller: S. Podjun
DEFINITIONS:
R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel
ABBREVIATIONS:
J-# = Jar, W-# = Extruded & Waxed Shelby sample, T-# = Unextruded Shelby Tube, B-# = 1 gallon bag, S-# = 50 pound sack, M-# = Moisture Tin, P-# = Pull; r = sample recovery; RC - Rock Core Recovery;
RQD - Rock Quality Designation; NS = No Sample; Occ = occasional(ly); Approx = approximately; Diam = diameter, NP=non-plastic, BGS = below ground surface
INSTALLATION: Missouri River Levee System LOCATION: L-385 PROJECT: Line Creek Pilot Holes
BORING NUMBER: D-314
COORDINATES: N39.17066686, E-94.61622333; Geographic coordinates NAD 83 in Decimal degrees, NAVD 88 STATION/RANGE: Sta 026+60, 48 LW ELEVATION: +748.5 (ft) DATE(S) DRILLED: 3/20/20 - 3/21/20
T O
R V
A N
E T
S F
(e qu al ly s pa ce d al on g sa m pl
e) R
C
R Q
D
A dd iti on al F ie ld
D at a (S ee R em ar ks
LL PI M
O
IS
T
U R
E C
O N
T E
N T
DESCRIPTION OF STRATUM
SHEET 2 of 5
LABORATORY DATA
OTHER LAB DATA
GROUNDWATER INFORMATION:
CH - USCS High Plasticity (Fat) Clay
SP-SM - USCS
Poorly…
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