About this file

This is an invitation for bid for construction services. The U.S. Army Corps of Engineers is seeking a contractor to construct the Fargo Moorhead Metropolitan Area Flood Risk Management Project, Southern Embankment Reach SE-1 located in Cass County, North Dakota. Work includes building an earth dam embankment with gravel road and ditches on both sides, along with turf reinforcement mat and construction of farm entrances, culverts, head walls, and gates. The project is valued between $1-5 million and has a NAICS code of 237990 for other heavy and civil engineering construction. The solicitation is a total small business set-aside and will result in a firm fixed-price contract. Offerors must register in the System for Award Management to conduct business with the Department of Defense and have representations and certifications completed prior to award.

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CPT LOGS

sensitive fine grained organic material clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

929.0

55.8 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396062.8632 2859602.624

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 15, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

D T

2/

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-336C

Not Determined clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

929.0

55.8 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396062.8632 2859602.624

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 15, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-336C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

924.2 8.8

53.5 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

400499.3598 2864756.982

DDG1426 / 0.8

Elevation:

Approximate Water Depth:

Total Depth:

Nov. 16, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-338C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

924.2 8.8

53.5 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

400499.3598 2864756.982

DDG1426 / 0.8

Elevation:

Approximate Water Depth:

Total Depth:

Nov. 16, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-338C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

921.3

70.2 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

398327.0631 2864887.695

DDG1425 / 0.8

Elevation:

Approximate Water Depth:

Total Depth:

Nov. 21, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-344C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

921.3

70.2 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

398327.0631 2864887.695

DDG1425 / 0.8

Elevation:

Approximate Water Depth:

Total Depth:

Nov. 21, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020 clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

921.3

70.2 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

398327.0631 2864887.695

DDG1425 / 0.8

Elevation:

Approximate Water Depth:

Total Depth:

Nov. 21, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020 clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

924.0

46.8 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

400890.8281 2864748.786

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 18, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-345C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

924.0

46.8 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

400890.8281 2864748.786

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 18, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-345C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

922.6

75.3 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

402330.4649 2866165.154

DDG1426 / 0.8

Elevation:

Approximate Water Depth:

Total Depth:

Nov. 19, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-347C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

922.6

75.3 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

402330.4649 2866165.154

DDG1426 / 0.8

Elevation:

Approximate Water Depth:

Total Depth:

Nov. 19, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020 clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

922.6

75.3 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

402330.4649 2866165.154

DDG1426 / 0.8

Elevation:

Approximate Water Depth:

Total Depth:

Nov. 19, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020 clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

925.0 7.5

30.8 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

395168.8776 2859652.292

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 15, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-354C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

927.0

40.4 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

395322.404 2859643.251

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 15, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-355C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

927.0

40.4 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

395322.404 2859643.251

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 15, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

Cone Penetration Test 19-355C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

927.0

53.2 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396025.7535 2858943.717

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 15, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-356C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

927.0

53.2 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396025.7535 2858943.717

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 15, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-356C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

927.0

46.5 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396017.2257 2858795.492

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 16, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-357C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

927.0

46.5 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396017.2257 2858795.492

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 16, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-357C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

927.0

56.2 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396034.7171 2859101.551

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 15, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-358C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

927.0

56.2 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396034.7171 2859101.551

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 15, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-358C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

927.0

40.0 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396017.4481 2858638.917

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 16, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-359C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

927.0

40.0 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396017.4481 2858638.917

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 16, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-359C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

926.0 9.5

50.4 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396082.555 2860088.35301

DDG1425 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 22, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-360C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

926.0 9.5

50.4 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396082.555 2860088.35301

DDG1425 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 22, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

Cone Penetration Test 19-360C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

926.0

60.0 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396106.44137 2860387.42396

DDG1425 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 22, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-361C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

926.0

60.0 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396106.44137 2860387.42396

DDG1425 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 22, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-361C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

926.0

69.3 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396129.554726 2860696.15714

DDG1425 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 22, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-362C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

926.0

69.3 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396129.554726 2860696.15714

DDG1425 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 22, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-362C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

926.0

53.4 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396141.821685 2860993.66188

DDG1425 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 22, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-363C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

926.0

53.4 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396141.821685 2860993.66188

DDG1425 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 22, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-363C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

925.0

46.7 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396642.2618 2859579.333

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 15, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-364C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

925.0

46.7 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396642.2618 2859579.333

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 15, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-364C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

924.0

30.8 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

396807.9867 2859584.391

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 15, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

Cone Penetration Test 19-365C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

925.0 4.8

53.8 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

398114.1435 2861205.88

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 16, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-366C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

925.0 4.8

53.8 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

398114.1435 2861205.88

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 16, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-366C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

924.0 5.5

50.5 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

398124.4418 2861043.841

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 16, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-367C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

924.0 5.5

50.5 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

398124.4418 2861043.841

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 16, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-367C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

926.0 4.3

74.0 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

398148.0684 2861484.373

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 16, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-368C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

926.0 4.3

74.0 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

398148.0684 2861484.373

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 16, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020 clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

926.0 4.3

74.0 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

398148.0684 2861484.373

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 16, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020 clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

924.0 Not Determined

37.2 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

398119.3898 2860892.125

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 16, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

Cone Penetration Test 19-369C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

924.0 Not Determined

37.2 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

398119.3898 2860892.125

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 16, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

Cone Penetration Test 19-369C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

924.0

33.8 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

397630.8917 2862275.532

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 17, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

Cone Penetration Test 19-370C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

922.0

40.6 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

397463.3627 2862297.788

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 17, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-371C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

922.0

40.6 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

397463.3627 2862297.788

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 17, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

Cone Penetration Test 19-371C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

923.0 6.5

33.8 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

399093.7358 2862211.637

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 17, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-372C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

922.0

24.5 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

399262.0427 2862193.114

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 17, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

Cone Penetration Test 19-373C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

924.0

40.2 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

398950.7797 2862212.266

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 17, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-374C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

924.0

40.2 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

398950.7797 2862212.266

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 17, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

Cone Penetration Test 19-374C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

923.0 9.5

21.0 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

398216.3147 2863081.518

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 17, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-375C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

923.0

27.3 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

398207.0157 2862930.413

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 17, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

Cone Penetration Test 19-376C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

921.0

24.0 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

399627.036 2864801.301

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 18, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

Cone Penetration Test 19-377C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

921.0

30.9 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

400713.7574 2865122.646

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 18, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-378C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

922.0 7.5

37.3 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

400798.1183 2864944.276

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 18, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

Cone Penetration Test 19-379C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

922.0 7.5

37.3 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

400798.1183 2864944.276

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 18, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

Cone Penetration Test 19-379C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

924.0

72.7 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

400877.2987 2864745.635

DDG1425 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 21, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-380C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

924.0

72.7 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

400877.2987 2864745.635

DDG1425 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 21, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020 clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

924.0

72.7 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

400877.2987 2864745.635

DDG1425 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 21, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020 clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

922.0

56.8 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

402804.5051 2866006.27

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 20, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-381C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

922.0

56.8 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

402804.5051 2866006.27

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 20, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-381C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

921.0

50.0 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

402908.5862 2865913.642

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 20, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-382C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

921.0

50.0 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

402908.5862 2865913.642

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 20, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-382C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)

Depth (ft)

Sleeve Friction fs

(tsf)

0.6 1.2 1.8 2.4

Friction Ratio Rf

3 6 9 12

Tip Resistance qt

(tsf) 60 120 180 240

SBTFR

MAI = 1

1 2 3 4 5 6 7 8 9 101130 60 90 120 u0

Pore Pressure u2

(psi) 30 60 90 1200

Fargo Diversion Fargo, ND

Date:

Operator:

Drilling Agency:

922.0 5.5

63.3 ft

Northing:

Easting:

Probe ID/Net Area Ratio:

402645.2757 2866050.358

DDG1426 / 0.8

Approximate Elevation:

Approximate Water Depth:

Total Depth:

Nov. 19, 2019 Sherwood New Orleans District

C P

T R

E P

O R

T

S T

A N

D A

R D

F A

R G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

6-

-0

.G

/2

Elev (ft)

101 100

Equivalent N60 qt

(tsf)

80604020

Cone Penetration Test 19-383C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand…

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