B.01.03_35_41_SPIA_Boring_Logs.pdf

PDF 3 MB Posted Apr 5, 2019

Attached to: Swope Park
Solicitation number: W912DQ19B1004
Issued by: Department of the Army Corps of Engineers Engineering District Kansas City

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Corrected SPIA Boring Logs

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B.01.03_Amendment_Pre-Solicitation_Boring_Logs_20190405.pdf	PDF	Apr 5, 2019
Interested_Vendors_as_of_27MAR19.pdf	PDF	Mar 27, 2019
Pre_Bid_Site_Visit_Sign_In_22Mar19.pdf	PDF	Mar 27, 2019
Solicitation_AMD_1_W912DQ19B1004.pdf	PDF	Mar 20, 2019
SP Levee and Floodwall Specs.pdf	PDF	Mar 11, 2019
SP Levee and Floodwall Plans.pdf	PDF	Mar 11, 2019
B.08.02_Solicitation_W912DQ19B1004_20190311.pdf	PDF	Mar 11, 2019

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J-6

25.2

28.3

J-8

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

J-5

CH 53 33 38.3

34.8

30.9

30.5

CH 64 40 31.7

30.4

J-7

LEAN CLAY

STIFF

DRY

VERY DARK GRAY TO BLACK

grass, roots, worms

FAT CLAY

STIFF

DRY-DAMP

MEDIUM GRAY

FAT CLAY

STIFF

DAMP

GRAYISH BROWN

mottled with silt

>1 >1 >1

J-4

W-3

J-3

W-2

J-2

W-1

J-1

LEAN CLAY

STIFF

DRY

VERY DARK GRAY TO BLACK

crumbly

>1 .9 .9

>1 >1 >1

FAT CLAY

MEDIUM

WET-SATURATED

GRAY

LEAN CLAY

STIFF

DAMP

GRAY

V G

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

DESCRIPTION OF STRATUMB

E A

K S

: b b or m b

Driller: Danny Marquis

GROUNDWATER INFORMATION:

S A

M P

L M

O D

R: Blow Count Refusal = >50 blows/1/2 foot for SPT, > 100 blows for drive barrel; Sample abbreviations; J-# = Jar, W-# = Wax, B-# = Core Box, S-# = Sack, M-# = Moisture Tin; RC - Rock Core Recovery; RQD - Rock Quality Designation;

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pHTO

R V

A N

E K

G /C

M S

Q (e qu al ly s pa ce d al on g sa m pl e)

S O

Y M

B O

SHEET 1 of 3

D E

LLD

(f t)

M O

R E

C O

N T

9/11/1998

ATTERBERG

LIMITS

Water level after drilling

OTHER LAB DATA

15.0

14.0

7.5

3.8

2.9

FIELD DATA

R Q

A dd iti on al F ie ld

D at a

DRILLING METHOD(S): CME 55, 3.75 " ID hollow stem auger with split inner barrel sampler, 5" ID Shelby Tube

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

U S

C S

S Y

M B

O L

CL - USCS Low Plasticity Clay

W S

Geologist:B. Adams

Water Level during drilling

LOG OF BORING ADU- 1

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADU- 1

COORDINATES: N 1027616.78, E 2777943.99 ; NAD83 State Plane MO West 2403 ft ELEVATION: +784.1 (ft) DATE(S) DRILLED: 9/10/98 - 9/10/98

LEGEND

Shale

CH - USCS

High Plasticity Clay

LABORATORY DATA

Figure A.1-2

M O

R E

C O

N T

30.0

40.0

OTHER LAB DATA

Water level after drilling

ATTERBERG

LIMITS

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

CL - USCS Low Plasticity Clay

CH - USCS

High Plasticity Clay

Shale

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADU- 1

COORDINATES: N 1027616.78, E 2777943.99 ; NAD83 State Plane MO West 2403 ft ELEVATION: +784.1 (ft) DATE(S) DRILLED: 9/10/98 - 9/10/98

FIELD DATA

9/11/1998

J-11

FAT CLAY

MEDIUM

WET-SATURATED

GRAY(continued)

LEAN CLAY

SOFT TO MEDIUM

WET-SATURATED

GRAY

J-10

J-12

40.8

38.9

CL 43 24 36.8

34.5

LABORATORY DATA

J-9

Water Level during drilling

V G

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

B R

E A

K S

: b b or m b

D E

PIS

Y M

B O

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

SHEET 2 of 3

DRILLING METHOD(S): CME 55, 3.75 " ID hollow stem auger with split inner barrel sampler, 5" ID Shelby Tube

R C

Q D

A dd iti on al

F ie ld D at a

U S

C S

S Y

M B

O L

W S

Geologist:B. Adams

LOG OF BORING ADU- 1

DESCRIPTION OF STRATUMD

(f t)

S A

M P

L M

O D

GROUNDWATER INFORMATION:

Driller: Danny Marquis

LEGEND

Figure A.1-3

27.6 25.3

49.1

50.0

51.5

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

Water level after drilling

ATTERBERG

LIMITS

9/11/1998

M O

R E

C O

N T

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

CH - USCS

High Plasticity Clay

OTHER LAB DATA

LEAN CLAY

MEDIUM-STIFF

WET

GRAY

silt lense at 49 feet

GRAVELLY LEAN CLAY

MEDIUM

WET-SATURATED

GRAY

sandy and silty

28.4

BOTTOM OF THE HOLE

Inner barrel refusal

CL 46 37 35.5J-13

J-14

J-15

J-16

J-17

Shale

SHALE

SOFT

PARTING

DENSE

GRAY

CL - USCS Low Plasticity Clay

DESCRIPTION OF STRATUM V

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

B R

E A

K S

: b b or m b

D E

SHEET 3 of 3

S O

Y M

B O

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

Geologist:B. Adams

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADU- 1

COORDINATES: N 1027616.78, E 2777943.99 ; NAD83 State Plane MO West 2403 ft ELEVATION: +784.1 (ft) DATE(S) DRILLED: 9/10/98 - 9/10/98

Water Level during drilling

FIELD DATA LABORATORY DATADRILLING METHOD(S): CME 55, 3.75 " ID hollow stem auger with split inner barrel sampler, 5" ID Shelby Tube

R C

Q D

A dd iti on al

F ie ld D at a

W S

D E

(f t)

Driller: Danny Marquis

GROUNDWATER INFORMATION:

U S

C S

S Y

M B

O L

S A

M P

L M

O D

LOG OF BORING ADU- 1

LEGEND

Figure A.1-4

30.0

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

33.2

33.1

31.9

33.3

28.8

25.3

CL 40 22 32.9

9.5

ATTERBERG

LIMITS

Water level after drilling

17.5

7.4

2.3

OTHER LAB DATA

LEAN CLAY

STIFF

MOIST

BROWN

fill, roots or rootlets, minor fine gravel, stained with oil in places

LEAN CLAY

SOFT

SATURATED

LIGHT GRAY BROWN

stained with rust, specs of carbonized organics, crumbly texture

J-1

9/8/1998

J-7

J-6

J-5

J-4

LEAN CLAY

STIFF

MOIST

MEDIUM GRAY

occasional speck of black carbonized plant material, weathered brown in places

J-2

LEAN CLAY

MEDIUM

MOIST-WET

GRAYISH BROWN

crumbly, occasional carbonized plant material

J-3

B R

E A

K S

: b b or m b

Driller: Danny Marquis

DESCRIPTION OF STRATUM V

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pHTO

R V

A N

E K

G /C

M S

Q (e qu al ly s pa ce d al on g sa m pl e)

D E

SHEET 1 of 3

S O

Y M

B O

GC - USCS

Clayey Gravel

GROUNDWATER INFORMATION:

FIELD DATA

Water Level during drilling

DRILLING METHOD(S): CME 55, 3.75" ID hollow stem auger with split barrel sampler, 4 " ID Core

Shale

CL - USCS Low Plasticity Clay

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

M O

R E

C O

N T

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADC- 2

COORDINATES: N 1027262.21, E 2777588.24 ; NAD83 State Plane MO West 2403 ft ELEVATION: +784.8 (ft) DATE(S) DRILLED: 9/4/98 - 9/9/98

S A

M P

L M

O D

LEGEND

LABORATORY DATA

D E

(f t)

LOG OF BORING ADC- 2

Geologist:B. Adams/A. Gosnell

W S

U S

C S

S Y

M B

O L

R C

Q D

A dd iti on al

F ie ld D at a

Figure A.1-5

LOG OF BORING ADC- 2

LEGENDD

(f t)

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

U S

C S

S Y

M B

O L

LEAN CLAY

SOFT

SATURATED

BLUE GRAY

homogeneous, crumbly and shears readily from auger action, sparse gravel to 2 cm in largest dimension(continued)

LEAN CLAY

MEDIUM-STIFF

SATURATED

BLUE GRAY

crumbly texture

LEAN CLAY

MEDIUM-STIFF

SATURATED

BLUISH GREEN

crumbly texture, sandy in places, sparse gravel to 1cm in diameter, stiff in places, predominately medium

J-8

J-9

J-10

Water level after drilling

J-12

Shale

ATTERBERG

LIMITS

9/8/1998

M O

R E

C O

N T

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

Geologist:B. Adams/A. Gosnell

GC - USCS

Clayey Gravel

W S

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADC- 2

COORDINATES: N 1027262.21, E 2777588.24 ; NAD83 State Plane MO West 2403 ft ELEVATION: +784.8 (ft) DATE(S) DRILLED: 9/4/98 - 9/9/98

Water Level during drilling

FIELD DATA LABORATORY DATADRILLING METHOD(S): CME 55, 3.75" ID hollow stem auger with split barrel sampler, 4 " ID Core

R C

Q D

A dd iti on al

F ie ld D at a

CL - USCS Low Plasticity Clay

J-11

DESCRIPTION OF STRATUM V

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

B R

E A

K S

: b b or m b

D E

SHEET 2 of 3

S O

Y M

B O

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

33.2

CL 42 24 34.7

33.5

33.6

31.2

34.5

36.9

OTHER LAB DATA

S A

M P

L M

O D

GROUNDWATER INFORMATION:

Driller: Danny Marquis

Figure A.1-6

ATTERBERG

LIMITS

44.5

46.9

57.0

OTHER LAB DATA

Water level after drilling

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

31.2

9/8/1998

M O

R E

C O

N T

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

CL - USCS Low Plasticity Clay

GC - USCS

Clayey Gravel

Shale

Bottom of hole - No Refusal backfilled with neat cement grout and topped with spoils

RC:99.5

LEAN CLAY

MEDIUM-STIFF

SATURATED

BLUISH GREEN

crumbly texture, sandy in places, sparse gravel to 1cm in diameter, stiff in places, predominately medium(continued) sand lense

SHALE

SOFT TO MODERATELY HARD

PARTING

FINE GRAINED

MEDIUM GRAY

weathered, fractured during removal

J-13

J-14

J-16

B-1

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADC- 2

COORDINATES: N 1027262.21, E 2777588.24 ; NAD83 State Plane MO West 2403 ft ELEVATION: +784.8 (ft) DATE(S) DRILLED: 9/4/98 - 9/9/98

CLAYEY GRAVEL

LOOSE

SATURATED

GREEN

50% gravel, 30% clay, 20% sand

Water Level during drilling

V G

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

B R

E A

K S

: b b or m b

D E

PIS

Y M

B O

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

SHEET 3 of 3

LEGEND

FIELD DATA LABORATORY DATADRILLING METHOD(S): CME 55, 3.75" ID hollow stem auger with split barrel sampler, 4 " ID Core

R C

Q D

A dd iti on al

F ie ld D at a

U S

C S

S Y

M B

O L

W S

DESCRIPTION OF STRATUM

LOG OF BORING ADC- 2

S A

M P

L M

O D

Driller: Danny Marquis

GROUNDWATER INFORMATION:

Geologist:B. Adams/A. Gosnell

D E

(f t)

Figure A.1-7

9.4

25.9

23.8

28.7

CH 55 34 28.0

29.6

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

M O

R E

C O

N T

2.4

ATTERBERG

LIMITS

6.8

Water level after drilling

OTHER LAB DATA

19.6

14 hours after

LEAN CLAY

STIFF

MOIST-WET

BROWNISH LIGHT GRAY

high silt content, small MnO nodules to 2 mm in diameter, carbonized rootlets, crumbly texture streaked with rust

J-5

J-4

J-3

LEAN CLAY

STIFF

WET

BROWN

rootlets, very silty, minor fine sand and gravel

J-1

LEAN CLAY

STIFF

MOIST

MEDIUM GRAY

weathered brown in places, rootlets, small spheroidal, MnO nodule to 2mm in diameter, minor fine sand

FAT CLAY

STIFF

MOIST-WET

BROWNISH LIGHT GRAY

J-2

SHEET 1 of 4

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

DESCRIPTION OF STRATUM V

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

B R

E A

K S

: b b or m b

D E

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

PIS

Y M

B O

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

CL - USCS Low Plasticity Clay

CH - USCS

High Plasticity Clay

SW-SC - USCS

Well-graded Sand with Clay

Shale

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADC- 3

COORDINATES: N 1027075.32, E 2778221.16 ; NAD83 State Plane MO West 2403 ft ELEVATION: +781.8 (ft) DATE(S) DRILLED: 9/16/98 - 9/17/98

Water Level during drilling

FIELD DATA LABORATORY DATA

R Q

A dd iti on al F ie ld

D at a

Driller: Danny Marquis

GROUNDWATER INFORMATION:

S A

M P

L M

O D

D E

(f t)

DRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split inner barrel sampler, 4 inch double tube core barrel

U S

C S

S Y

M B

O L

LEGEND

LOG OF BORING ADC- 3

Geologist:A. Gosnell

W S

Figure A.1-8

36.4

32.4

CH 53 32 36.4

32.3

30.4

CL 43 25 31.1

29.7

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

M O

R E

C O

N T

27.2

ATTERBERG

LIMITS

31.3

Water level after drilling

OTHER LAB DATA

39.8

14 hours after

LEAN CLAY

MEDIUM-STIFF

SATURATED

BLUE GRAY

homogeneous, greenish hue, minor fine sand

FAT CLAY

MEDIUM

SATURATED

BROWNISH GRAY

crumbly, stained with rust(continued)

J-7

J-11

J-10

LEAN CLAY

STIFF

SATURATED

MEDIUM GRAY

crumbly, stained with rustJ-8

LEAN CLAY

MEDIUM

SATURATED

BLUISH GRAY

lense of rust in places, sparse rootlets, stiff in places

J-6

J-9

SHEET 2 of 4

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

DESCRIPTION OF STRATUM V

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

B R

E A

K S

: b b or m b

D E

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

PIS

Y M

B O

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

CL - USCS Low Plasticity Clay

CH - USCS

High Plasticity Clay

SW-SC - USCS

Well-graded Sand with Clay

Shale

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADC- 3

COORDINATES: N 1027075.32, E 2778221.16 ; NAD83 State Plane MO West 2403 ft ELEVATION: +781.8 (ft) DATE(S) DRILLED: 9/16/98 - 9/17/98

Water Level during drilling

FIELD DATA LABORATORY DATA

R Q

A dd iti on al F ie ld

D at a

Driller: Danny Marquis

GROUNDWATER INFORMATION:

S A

M P

L M

O D

D E

(f t)

DRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split inner barrel sampler, 4 inch double tube core barrel

U S

C S

S Y

M B

O L

LEGEND

LOG OF BORING ADC- 3

Geologist:A. Gosnell

W S

Figure A.1-9

48.8

18.1

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

45.2

59.8

OTHER LAB DATA

Water level after drilling

ATTERBERG

LIMITS

14 hours after

M O

R E

C O

N T

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

RC:77

RC:100

LEAN CLAY

MEDIUM

SATURATED

BLUISH GREEN

homogeneous(continued)

WELL GRADED SAND WITH CLAY

LOOSE

SATURATED

GREENISH GRAY

gravelly

SHALE

SOFT

PARTING

FINE GRAINED

MEDIUM GRAY

bluish hue, calcareous, carbonated disseminated plant fossils, occasional thin lenses of shell fragments, contorted beds

CL 35 17 31.4

B-2

B-1

W-1

B-1

J-13

J-12

SHEET 3 of 4

DESCRIPTION OF STRATUM V

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

B R

E A

K S

: b b or m b

D E

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

PIS

Y M

B O

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

CL - USCS Low Plasticity Clay

CH - USCS

High Plasticity Clay

SW-SC - USCS

Well-graded Sand with Clay

Shale

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADC- 3

COORDINATES: N 1027075.32, E 2778221.16 ; NAD83 State Plane MO West 2403 ft ELEVATION: +781.8 (ft) DATE(S) DRILLED: 9/16/98 - 9/17/98

Water Level during drilling

FIELD DATA LABORATORY DATA

R Q

A dd iti on al F ie ld

D at a

Driller: Danny Marquis

GROUNDWATER INFORMATION:

S A

M P

L M

O D

D E

(f t)

DRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split inner barrel sampler, 4 inch double tube core barrel

U S

C S

S Y

M B

O L

LEGEND

LOG OF BORING ADC- 3

Geologist:A. Gosnell

W S

Figure A.1-10

Bottom of hole - No Refusal

Water Level during drilling

FIELD DATA LABORATORY DATA

Shale

R C

Q D

A dd iti on al

F ie ld D at a

SW-SC - USCS

Well-graded Sand with Clay

U S

C S

S Y

M B

O L

W S

Geologist:A. Gosnell

LOG OF BORING ADC- 3

LEGEND

DRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split inner barrel sampler, 4 inch double tube core barrel

M O

R E

C O

N T

) OTHER LAB DATA

Water level after drilling

ATTERBERG

LIMITS

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADC- 3

COORDINATES: N 1027075.32, E 2778221.16 ; NAD83 State Plane MO West 2403 ft ELEVATION: +781.8 (ft) DATE(S) DRILLED: 9/16/98 - 9/17/98

D E

(f t)

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

CL - USCS Low Plasticity Clay

CH - USCS

High Plasticity Clay

14 hours after

D E

SHEET 4 of 4

B R

E A

K S

: b b or m b S

S Y

M B

O L

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

S A

M P

L M

O D

GROUNDWATER INFORMATION:

Driller: Danny Marquis

DESCRIPTION OF STRATUM V

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

Figure A.1-11

CL 35 18 25.8

22.3

5.4

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

27.4

30.4

CL 37 19 30.3

27.1

CL 37 19 26.9

.63

.75 >1 .63

LEAN CLAY

SOFT TO MEDIUM

WET-SATURATED

GRAY TO MEDIUM GRAY

lignite

LEAN CLAY

MEDIUM

DAMP

BROWNISH GRAY

some red brown silt

GRAVELLY LEAN CLAY

STIFF

DRY

GRAYISH BROWN

some cinders

.25

LEAN CLAY

SOFT TO MEDIUM

DRY-DAMP

REDDISH BROWN

mottled with gray silt, roots

J-5

J-8

W-6

J-7

W-5

.38

.38 .5

W-4 .88 .75 .75

W-3

J-4

W-2

J-3

W-1

J-2

J-1

.38

.25

.38

J-6

GROUNDWATER INFORMATION:

V G

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

DESCRIPTION OF STRATUM

Driller: Danny Marquis

B R

E A

K S

: b b or m b S

A M

/D R

M E

D E

(f t)

LEGEND

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pHTO

R V

A N

E K

G /C

M S

Q (e qu al ly s pa ce d al on g sa m pl e)

S O

Y M

B O

SHEET 1 of 5

D E

LOG OF BORING ADUC- 4

1.1

M O

R E

C O

N T

ATTERBERG

LIMITS

Water level after drilling

OTHER LAB DATA

Geologist:B. Adams/A. Gosnell

12.4

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

14.4

FIELD DATA

W S

U S

C S

S Y

M B

O L

R C

Q D

A dd iti on al

F ie ld D at a

DRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split barrel sampler. 5" ID Shelby Tube. 4" ID Core

LABORATORY DATA

Water Level during drilling

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADUC- 4

COORDINATES: N 1027047.61, E 2778810.65 ; NAD83 State Plane MO West 2403 ft ELEVATION: +782.2 (ft) DATE(S) DRILLED: 9/10/98 - 9/15/98

Limestone

Shale

GC - USCS

Clayey Gravel

CL - USCS Low Plasticity Clay

Figure A.1-12

31.1

33.9

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

28.9

CL 42 23 28.4

31.3

30.3

CL 41 22 29.7

56.9

LEAN CLAY

SOFT TO MEDIUM

WET-SATURATED

GRAY TO MEDIUM GRAY

lignite(continued)

.63

.88

.75

.5 .63 .75

.5 .38 .5

LEAN CLAY

STIFF

DAMP

BLUISH GRAY

homogeneous

.75

.88

LEAN CLAY

STIFF

WET

BLUISH GRAY

chunks of burnt wood interspersed through sample, occasional lenses of fine sand

>1 >1 >1

LEAN CLAY

MEDIUM

WET

MEDIUM GRAY

W-

J-16

W-

J-15

W-

J-14

.63

.75

J-13

J-12

W-

J-11

W-9

J-10

W-8

J-9

W-7

>1 .75 .75

W-

S A

M P

L M

O D

Driller: Danny Marquis

V G

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

D E

(f t)

LEGEND

LOG OF BORING ADUC- 4

W S

GROUNDWATER INFORMATION:

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pHTO

R V

A N

E K

G /C

M S

Q (e qu al ly s pa ce d al on g sa m pl e)

S O

Y M

B O

DESCRIPTION OF STRATUM U

C S

S Y

M B

O L

SHEET 2 of 5

D E

B R

E A

K S

: b b or m b

Geologist:B. Adams/A. Gosnell

Water level after drilling

OTHER LAB DATA

34.0

27.8

23.7

Shale

LABORATORY DATADRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split barrel sampler. 5" ID Shelby Tube. 4" ID Core

FIELD DATA

R Q

A dd iti on al F ie ld

D at a

Water Level during drilling

Limestone

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADUC- 4

COORDINATES: N 1027047.61, E 2778810.65 ; NAD83 State Plane MO West 2403 ft ELEVATION: +782.2 (ft) DATE(S) DRILLED: 9/10/98 - 9/15/98

GC - USCS

Clayey Gravel

CL - USCS Low Plasticity Clay

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

M O

R E

C O

N T

ATTERBERG

LIMITS

Figure A.1-13

LEAN CLAY

STIFF

DAMP

BLUISH GRAY

homogeneous(continued)

SHALE

SOFT

BANDED TO THIN BEDDED

DENSE

BLUE GRAY

top 0.5 feet weathered, contorted bedding, GRAVELLY LEAN CLAY

STIFF

WET

BLUISH GRAY

RC:83

RC:100

CLAYEY GRAVEL

MEDIUM DENSE

SATURATED

BLUE GRAY

sand, weathered shale

J-20

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

B-1

W-

B-1

J-23

J-21

J-19

J-18

W-

J-17

W-

.63 .5 .5

.5 .63 .5

R J-22

LOG OF BORING ADUC- 4

GROUNDWATER INFORMATION:

S A

M P

L M

O D

D E

(f t)

LEGEND

Geologist:B. Adams/A. Gosnell

W S

U S

C S

S Y

M B

O L

R C

Q D

A dd iti on al

F ie ld D at a

DRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split barrel sampler. 5" ID Shelby Tube. 4" ID Core

D E

Driller: Danny Marquis

V G

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

DESCRIPTION OF STRATUMB

E A

K S

: b b or m b

ATTERBERG

LIMITS

44.1

GC - USCS

Clayey Gravel

CL - USCS Low Plasticity Clay

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

Limestone

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADUC- 4

COORDINATES: N 1027047.61, E 2778810.65 ; NAD83 State Plane MO West 2403 ft ELEVATION: +782.2 (ft) DATE(S) DRILLED: 9/10/98 - 9/15/98

Water level after drilling

OTHER LAB DATA

57.6

49.2

M O

R E

C O

N T

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pHTO

R V

A N

E K

G /C

M S

Q (e qu al ly s pa ce d al on g sa m pl e)

S O

Y M

B O

Shale

SHEET 3 of 5

LABORATORY DATAFIELD DATA

Water Level during drilling

15.2

21.5

46.0

29.042

Figure A.1-14

OTHER LAB DATA

67.6

68.2

75.1

CL - USCS Low Plasticity Clay

75.9

B-2

Water level after drilling

ATTERBERG

LIMITS

M O

R E

C O

N T

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

75.6

RC:110

RC:99

B-4

B-3

SHALE

SOFT

PARTING

DENSE FINE GRAINED

DARK GRAY

interbedded with lenses of light gray calcium carbonate, contorted bedding(continued)

LIMESTONE

MODERATELY HARD

THIN BED

DENSE

DARK GRAY

composed of broken shell material

SHALE

SOFT

PARTING

FINE GRAINED

DARK GRAY

contorted bedding and lenses of CaCO3 in places

LIMESTONE

MODERATELY HARD

THIN BED

CRYSTALLINE

DARK GRAY

composed of broken shell material

SHALE

SOFT

PARTING

FINE GRAINED

BLACK

fissile

SHEET 4 of 5

GC - USCS

Clayey Gravel

DESCRIPTION OF STRATUM V

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

B R

E A

K S

: b b or m b

D E

S O

Y M

B O

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

PIU

C S

S Y

M B

O L

R C

Q D

A dd iti on al

F ie ld D at a

W S

LABORATORY DATAFIELD DATA

Water Level during drilling

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADUC- 4

COORDINATES: N 1027047.61, E 2778810.65 ; NAD83 State Plane MO West 2403 ft ELEVATION: +782.2 (ft) DATE(S) DRILLED: 9/10/98 - 9/15/98

Limestone

Shale

DRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split barrel sampler. 5" ID Shelby Tube. 4" ID Core

Driller: Danny Marquis

GROUNDWATER INFORMATION:

S A

M P

L M

O D

D E

(f t)

LEGEND

LOG OF BORING ADUC- 4

Geologist:B. Adams/A. Gosnell

Figure A.1-15

Bottom of hole - No Refusal

FIELD DATA LABORATORY DATA

Limestone

R C

Q D

A dd iti on al

F ie ld D at a

Shale

U S

C S

S Y

M B

O L

W S

Geologist:B. Adams/A. Gosnell

LOG OF BORING ADUC- 4

LEGEND

DRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split barrel sampler. 5" ID Shelby Tube. 4" ID Core

M O

R E

C O

N T

) OTHER LAB DATA

Water level after drilling

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADUC- 4

COORDINATES: N 1027047.61, E 2778810.65 ; NAD83 State Plane MO West 2403 ft ELEVATION: +782.2 (ft) DATE(S) DRILLED: 9/10/98 - 9/15/98

D E

(f t)

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

CL - USCS Low Plasticity Clay

GC - USCS

Clayey Gravel

ATTERBERG

LIMITS

D E

SHEET 5 of 5

B R

E A

K S

: b b or m b S

S Y

M B

O L

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

S A

M P

L M

O D

GROUNDWATER INFORMATION:

Driller: Danny Marquis

DESCRIPTION OF STRATUM V

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio

Figure A.1-16

W-1

LEAN CLAY

STIFF

MOIST

MEDIUM DARK GRAY

Upper 0.3 feet contains minor gravel fill and stained red with rust, rootlets, LEAN CLAY

STIFF

MOIST-WET

LIGHT GRAY

weathered brown in places throughout

LEAN CLAY

MEDIUM

SATURATED

LIGHT GRAY

mottled with brown, occasional specks of black carbonized organics

J-1

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

J-3

J-4

J-5

25.1J-2

10.5

16.5

OTHER LAB DATA

Water level after drilling

ATTERBERG

LIMITS

18 hours after drilling

M O

R E

C O

N T

CL - USCS Low Plasticity Clay

Shale

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADU- 5

COORDINATES: N 1027088.31, E 2779580.42 ; NAD83 State Plane MO West 2403 ft ELEVATION: +782.5 (ft) DATE(S) DRILLED: 9/1/98

Water Level during drilling

FIELD DATA LABORATORY DATADRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split barrel sampler.

R C

Q D

A dd iti on al

F ie ld D at a

24.3

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

20.7

DESCRIPTION OF STRATUM V

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

B R

E A

K S

: b b or m b

D E

SHEET 1 of 3

S O

Y M

B O

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

23.8

CL 36 18 26.5

U S

C S

S Y

M B

O L

W S

Geologist:A. Gosnell

LEGENDD

(f t)

S A

M P

L M

O D

GROUNDWATER INFORMATION:

Driller: Danny Marquis

LOG OF BORING ADU- 5

Figure A.1-17

28.8

CL 34 17 29.9

30.5

28.8

29.5

CL 36 18 28.4

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

OTHER LAB DATA

Water level after drilling

ATTERBERG

LIMITS

18 hours after drilling

M O

R E

C O

N T

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

20.3

LEAN CLAY

MEDIUM-STIFF

SATURATED

LIGHT GRAY-BROWN

very crumbly texture, occasional specks of black carbonized organics, weathered brown, predominately medium consistency, but stiff in places, sparse gravel to 1 cm in diameter, stained red in places

22.2

39.5

LEAN CLAY

STIFF

SATURATED

LIGHT GRAY

mottled with brown, occasional specks of black carbonized organics

W-2

J-6

J-7

J-8

J-9

J-10

CL - USCS Low Plasticity Clay

DESCRIPTION OF STRATUM V

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

B R

E A

K S

: b b or m b

D E

Shale

SHEET 2 of 3

S O

Y M

B O

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

W S

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADU- 5

COORDINATES: N 1027088.31, E 2779580.42 ; NAD83 State Plane MO West 2403 ft ELEVATION: +782.5 (ft) DATE(S) DRILLED: 9/1/98

Water Level during drilling

FIELD DATA LABORATORY DATADRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split barrel sampler.

R C

Q D

A dd iti on al

F ie ld D at a

U S

C S

S Y

M B

O LDriller: Danny Marquis

GROUNDWATER INFORMATION:

D E

(f t)

Geologist:A. Gosnell

LEGEND

LOG OF BORING ADU- 5

S A

M P

L M

O D

Figure A.1-18

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

CL 36 18 28.4

29.3

16.6

16.0

OTHER LAB DATA

Water level after drilling

J-14

ATTERBERG

LIMITS

18 hours after drilling

M O

R E

C O

N T

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

CL - USCS Low Plasticity Clay

Shale

Water Level during drilling

46.6

50.6

51.1

FIELD DATA

LEAN CLAY

MEDIUM

SATURATED

BLUE GRAY

sporadic lenses (<0.1 feet) of sand that cause discontinuities in sample and noted as places of weakness within this unit(continued)

GRAVELLY LEAN CLAY

LOOSE

SATURATED

GREEN-BLUE GRAY

60% Clay, 40% limestone to 4 cm in largest dimension Gravel

SHALE

SOFT

PARTING

FINE GRAINED

DARK GRAY

Bottom of hole - No Refusal

J-11

J-12

J-13

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADU- 5

COORDINATES: N 1027088.31, E 2779580.42 ; NAD83 State Plane MO West 2403 ft ELEVATION: +782.5 (ft) DATE(S) DRILLED: 9/1/98

V G

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

B R

E A

K S

: b b or m b

D E

LABORATORY DATA

S O

Y M

B O

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

SHEET 3 of 3

R C

Q D

A dd iti on al

F ie ld D at a

U S

C S

S Y

M B

O L

W S

Geologist:A. Gosnell

LOG OF BORING ADU- 5

LEGENDDESCRIPTION OF STRATUM

DRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split barrel sampler.

D E

(f t)

S A

M P

L M

O D

GROUNDWATER INFORMATION:

Driller: Danny Marquis

Figure A.1-19

CL 36 19 22.8

24.1

19.7

24.7

23.4

CL 35 16 28.5

CL 37 19 26.1

25.7

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pHTO

R V

A N

E K

G /C

M S

Q (e qu al ly s pa ce d al on g sa m pl e)

S O

Y M

B O

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

J-2

J-7

J-6

J-5

W-2

J-4

W-1

12.2

J-1

LEAN CLAY

MEDIUM

MOIST

BROWNISH GRAY

mottled brown and gray, rootlets, occasional carbonized plant smut

LEAN CLAY

STIFF

MOIST

BROWN

gray in places, roots and rootlets, carbonized plant remains and carbonized wood

J-3

19.3

GROUNDWATER INFORMATION:

S A

M P

L M

O D

D E

(f t)

Driller: Danny Marquis

SHEET 1 of 4

D E

LEGEND

B R

E A

K S

: b b or m b

V G

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

DESCRIPTION OF STRATUM PI

OTHER LAB DATAATTERBERG

LIMITS

18 hours after drilling

M O

R E

C O

N T

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

CL - USCS Low Plasticity Clay

Water level after drilling

Geologist:A. Gosnell

W S

U S

C S

S Y

M B

O L

LOG OF BORING ADUC- 6

DRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split barrel sampler. 5" ID Shelby Tube. 4" ID Core

Shale

LABORATORY DATAFIELD DATA

Water Level during drilling

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADUC- 6

COORDINATES: N 1027453.07, E 2780042.98 ; NAD83 State Plane MO West 2403 ft ELEVATION: +783.1 (ft) DATE(S) DRILLED: 9/2/98 - 9/3/98

GC - USCS

Clayey Gravel

R C

Q D

A dd iti on al

F ie ld D at a

Figure A.1-20

J-12

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

LEAN CLAY

MEDIUM

SATURATED

BROWNISH GRAY

carbonized wood, gravel to 2 inches in largest dimension(continued)

LEAN CLAY

MEDIUM

SATURATED

LIGHT GRAY

fairly homogeneous appearance, stained brown with rust sparsely

LEAN CLAY

MEDIUM

SATURATED

BLUE GRAY

homogeneous and unweathered

J-8

J-9

J-11

J-13

CL 35 16 28.5

29.1

CL 34 15 29.7

OTHER LAB DATA

33.1

J-10

GC - USCS

Clayey Gravel

Water level after drilling

ATTERBERG

LIMITS

18 hours after drilling

M O

R E

C O

N T

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

CL - USCS Low Plasticity Clay

CL 38 20 30.6

Shale

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADUC- 6

COORDINATES: N 1027453.07, E 2780042.98 ; NAD83 State Plane MO West 2403 ft ELEVATION: +783.1 (ft) DATE(S) DRILLED: 9/2/98 - 9/3/98

Water Level during drilling

FIELD DATA LABORATORY DATADRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split barrel sampler. 5" ID Shelby Tube. 4" ID Core

R C

Q D

A dd iti on al

F ie ld D at a

29.3

DESCRIPTION OF STRATUM V

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

B R

E A

K S

: b b or m b

D E

SHEET 2 of 4

S O

Y M

B O

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

23.1

30.4

U S

C S

S Y

M B

O L

W S

Geologist:A. Gosnell

LEGEND

26.8

D E

(f t)

S A

M P

L M

O D

GROUNDWATER INFORMATION:

Driller: Danny Marquis

LOG OF BORING ADUC- 6

Figure A.1-21

44.5

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

13.3

26.8

50.4

OTHER LAB DATA

Water level after drilling

ATTERBERG

LIMITS

18 hours after drilling

M O

R E

C O

N T

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

J-14

RC:91

RC:73

LEAN CLAY

MEDIUM

SATURATED

BLUE GRAY

homogeneous and unweathered(continued)

Gravel zone from 43.0 to 43.3 feet BGS 90% gravel < 2 cm, 10% clay

CLAYEY GRAVEL

LOOSE

SATURATED

GREEN

Limestone gravel < 4 cm in diameter in green clay matrix, 80% gravel, 20% clay

SHALE

SOFT TO MODERATELY HARD

PARTING

FINE GRAINED

MEDIUM GRAY

non calcareous, very unweathered appearance except top 0.3'

13.3J-15

J-16

B-1

W-3

B-1

B-2

SHEET 3 of 4

DESCRIPTION OF STRATUM V

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

B R

E A

K S

: b b or m b

D E

CL - USCS Low Plasticity Clay

S O

Y M

B O

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

PIU

C S

S Y

M B

O L

GC - USCS

Clayey Gravel

Shale

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADUC- 6

COORDINATES: N 1027453.07, E 2780042.98 ; NAD83 State Plane MO West 2403 ft ELEVATION: +783.1 (ft) DATE(S) DRILLED: 9/2/98 - 9/3/98

Water Level during drilling

FIELD DATA LABORATORY DATADRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split barrel sampler. 5" ID Shelby Tube. 4" ID Core

R C

Q D

A dd iti on al

F ie ld D at a

D E

(f t)

Geologist:A. Gosnell

LOG OF BORING ADUC- 6

LEGENDB

W S

S A

M P

L M

O D

GROUNDWATER INFORMATION:

Driller: Danny Marquis

Figure A.1-22

DRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split barrel sampler. 5" ID Shelby Tube. 4" ID Core

GC - USCS

Clayey Gravel

Shale

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADUC- 6

COORDINATES: N 1027453.07, E 2780042.98 ; NAD83 State Plane MO West 2403 ft ELEVATION: +783.1 (ft) DATE(S) DRILLED: 9/2/98 - 9/3/98

Water Level during drilling

FIELD DATA LABORATORY DATA

R Q

A dd iti on al F ie ld

D at a

U S

C S

S Y

M B

O L

W S

Geologist:A. Gosnell

LOG OF BORING ADUC- 6

Bottom of hole - No Refusal 61.5

CL - USCS Low Plasticity Clay

Water level after drilling

ATTERBERG

LIMITS

18 hours after drilling

M O

R E

C O

N T

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

OTHER LAB DATA

LEGEND

D E

SHEET 4 of 4

B R

E A

K S

: b b or m b S

S Y

M B

O L

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

D E

(f t)

S A

M P

L M

O D

GROUNDWATER INFORMATION:

Driller: Danny Marquis

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

DESCRIPTION OF STRATUM V

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio

Figure A.1-23

7.4

23.5

CL 35 17 27.6

CL 37 18 28.1

26.5

28.2

CL 36 18 32.2

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

13.3

16.0

OTHER LAB DATA

Water level after drilling

ATTERBERG

LIMITS

17 hours after drilling

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

LEAN CLAY

STIFF

MOIST

BROWNISH GRAY

specks of black carbonized organic material, roots and rootlets, weathered brown, all natural material

LEAN CLAY

MEDIUM

MOIST

BROWNISH GRAY

weathered brown throughout, some carbon smut, stiff in places

LEAN CLAY

SOFT TO MEDIUM

SATURATED

LIGHT GRAY

mottled with brown, weathering brown, crumbles easily when manipulated although fully saturated

J-1

J-2

J-3

J-4

J-5

J-6

LEAN CLAY

STIFF

MOIST-WET

MEDIUM GRAY

crumbly and weathered brown in places

SHEET 1 of 3

M O

R E

C O

N T

DESCRIPTION OF STRATUM V

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

B R

E A

K S

: b b or m b

D E

S O

Y M

B O

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

PIU

C S

S Y

M B

O L

CL - USCS Low Plasticity Clay

Shale

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: AD- 7

COORDINATES: N 1027601.18, E 2779326.27 ; NAD83 State Plane MO West 2403 ft ELEVATION: +782.5 (ft) DATE(S) DRILLED: 8/31/98 - 8/31/98

Water Level during drilling

FIELD DATA LABORATORY DATADRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split barrel sampler.

R C

Q D

A dd iti on al

F ie ld D at a

Driller: Danny Marquis

GROUNDWATER INFORMATION:

S A

M P

L M

O D

D E

(f t)

W S

LEGEND

LOG OF BORING AD- 7

Geologist:A. Gosnell

Figure A.1-24

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

27.3

31.1

OTHER LAB DATA

Water level after drilling

CL 36 19 29.5

31.4

17 hours after drilling

M O

R E

C O

N T

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

CL - USCS Low Plasticity Clay

Shale

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: AD- 7

COORDINATES: N 1027601.18, E 2779326.27 ; NAD83 State Plane MO West 2403 ft ELEVATION: +782.5 (ft) DATE(S) DRILLED: 8/31/98 - 8/31/98

FIELD DATA

J-8

LEAN CLAY

SOFT TO MEDIUM

SATURATED

LIGHT GRAY

mottled with brown, weathering brown, crumbles easily when manipulated although fully saturated(continued)

LEAN CLAY

MEDIUM-STIFF

SATURATED

DARK GRAY

Stained brown in places, predominately stiff although medium in places

LEAN CLAY

MEDIUM

SATURATED

BLUE GRAY

very homogeneous unweathered appearance

J-7

LABORATORY DATA

J-9

J-10

J-11

34.9

29.2

28.9

Water Level during drilling

V G

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

B R

E A

K S

: b b or m b

D E

PIS

Y M

B O

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

SHEET 2 of 3

DRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split barrel sampler.

R C

Q D

A dd iti on al

F ie ld D at a

U S

C S

S Y

M B

O L

W S

Geologist:A. Gosnell

LOG OF BORING AD- 7

DESCRIPTION OF STRATUM LEGEND

Driller: Danny Marquis

GROUNDWATER INFORMATION:

S A

M P

L M

O D

D E

(f t)

Figure A.1-25

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

15.4

49.6

51.2

51.7

OTHER LAB DATA

Water level after drilling

28.7

32.2

ATTERBERG

LIMITS

17 hours after drilling

M O

R E

C O

N T

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

CL - USCS Low Plasticity Clay

Shale

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: AD- 7

COORDINATES: N 1027601.18, E 2779326.27 ; NAD83 State Plane MO West 2403 ft ELEVATION: +782.5 (ft) DATE(S) DRILLED: 8/31/98 - 8/31/98

Bottom of hole - No Refusal

LEAN CLAY

MEDIUM

SATURATED

BLUE GRAY

very homogeneous unweathered appearance(continued)

SHALE

SOFT

PARTING

FINE GRAINED

MEDIUM GRAY

PLEASONTON GROUP

Water Level during drilling

J-12

J-13

J-14

J-15

GRAVELLY LEAN CLAY

LOOSE

SATURATED

GREEN

50% clay, 50% gravel, zone of residuum

V G

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

B R

E A

K S

: b b or m b

D E

FIELD DATA

S O

Y M

B O

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

SHEET 3 of 3

LABORATORY DATADRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split barrel sampler.

R C

Q D

A dd iti on al

F ie ld D at a

U S

C S

S Y

M B

O L

W S

Geologist:A. Gosnell

DESCRIPTION OF STRATUM LEGEND

Driller: Danny Marquis

LOG OF BORING AD- 7

GROUNDWATER INFORMATION:

S A

M P

L M

O D

D E

(f t)

Figure A.1-26

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

CL 37 19 27.1

27.7

28.2

26.2

CL 37 19 26.1

25.5

25.7

25.3

Water level after drilling

OTHER LAB DATA

20.0

17.6

LEAN CLAY

SOFT TO MEDIUM

WET

LIGHT GRAY

Stained brown with rust, abundant MnO

6.5

J-5

J-8

J-6

W-2

J-4

J-3

W-1

J-2

J-1

J-7

LEAN CLAY

STIFF TO VERY STIFF

MOIST

LIGHT GRAY BROWN

carbonized rootlets and plant remains, nodules and stringers of rust, rootlets, trace fine sand

LEAN CLAY

STIFF

MOIST

BROWNISH GRAY

Upper 0.3 feet contains gravel fill, weathered brown, rootlets, spheroidal MnO nodules to 1 mm in diameter, LI

B R

E A

K S

: b b or m b

V G

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

DESCRIPTION OF STRATUM

ATTERBERG

LIMITS

GROUNDWATER INFORMATION:

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pHTO

R V

A N

E K

G /C

M S

Q (e qu al ly s pa ce d al on g sa m pl e)

D E

SHEET 1 of 4

S O

Y M

B O

L Driller: Danny Marquis

FIELD DATA

Water Level during drilling

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADUC- 8

COORDINATES: N 1027840.25, E 2778154.66 ; NAD83 State Plane MO West 2403 ft ELEVATION: +781.2 (ft) DATE(S) DRILLED: 9/17/98 - 9/18/98

Shale

GC - USCS

Clayey Gravel

CL - USCS Low Plasticity Clay

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

M O

R E

C O

N T

9/18/1998

CH - USCS

High Plasticity Clay

W S

LEGEND

LABORATORY DATA

Geologist:A. Gosnell

LOG OF BORING ADUC- 8

E P

(f t)

U S

C S

S Y

M B

O L

R C

Q D

A dd iti on al

F ie ld D at a

DRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split barrel sampler. 5" ID Shelby Tube. 4" ID Core

S A

M P

L M

O D

Figure A.1-27

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

Water level after drilling

ATTERBERG

LIMITS

9/18/1998

M O

R E

C O

N T

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

24.7

CL - USCS Low Plasticity Clay

CH - USCS

High Plasticity Clay

GC - USCS

Clayey Gravel

Shale

INSTALLATION: Swope Park Industrial Area, KCMO LOCATION: Kansas City, Mo.

PROJECT: Levee/Flood Protection 1998

BORING NUMBER: ADUC- 8

COORDINATES: N 1027840.25, E 2778154.66 ; NAD83 State Plane MO West 2403 ft ELEVATION: +781.2 (ft) DATE(S) DRILLED: 9/17/98 - 9/18/98

Water Level during drilling

FIELD DATA

J-9

J-10

J-11

J-12 nodules < 2 mm

FAT CLAY

SOFT

SATURATED

LIGHT GRAY

crumbly, stained and streaked with rust

LEAN CLAY

MEDIUM

SATURATED

BLUE GRAY

homogeneous, high silt content

OTHER LAB DATA

CH 52 32 35.2

31.0

CL 40 22 33.2

29.2

LABORATORY DATA

B R

E A

K S

: b b or m b

D E

SHEET 2 of 4

DESCRIPTION OF STRATUMS

Y M

B O

V A

N E

K G

/C M

S Q

(e qu al ly s pa ce d al on g sa m pl e)

S: Minus 200 Sieve (%) U: Unconfined Compressive Strength (tsf) C: Confining Pressure (psi) F: Failure Strain (%) T: Total Sulfates P: Soil pH

R C

Q D

A dd iti on al

F ie ld D at a

U S

C S

S Y

M B

O L

W S

Geologist:A. Gosnell

LOG OF BORING ADUC- 8

LEGEND V

=V is ua l G ro up in g

=F ie ld

C la ss ifi ca tio n

DRILLING METHOD(S): CME 55 with 3.75" ID Hollow Stem Auger with split barrel sampler. 5" ID Shelby Tube. 4" ID Core

D E

(f t)

S A

M P

L M

O D

GROUNDWATER INFORMATION:

Driller: Danny Marquis

Figure A.1-28

_A _2

S W

O P

E -P

A R

-IN

D U

L-

P A

R K

.G P

/2 /0

13.7

50.0

23.5

Water level after drilling

ATTERBERG

LIMITS

9/18/1998

M O

R E

C O

N T

Department of the Army Kansas City District Corps of Engineers 700 Federal Building Kansas City, MO 64106

44.2

J-13

J-14

J-15

J-16

B-1

W-3

B-1

RC:88

20.5

CL - USCS Low Plasticity Clay

LEAN CLAY

MEDIUM

SATURATED

BLUE GRAY

homogeneous, high silt content(continued)

CLAYEY GRAVEL

MEDIUM DENSE

SATURATED

BROWN

Poorly sorted, 60% fine-large gravel limestone and chert,…

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