PART_3_W912P417B0007_Oswego_Harbor_W_Arrowhead_BW_Rehab_Solicitation_Package.pdf

Time-3:30 PM-4:00 PM Hydraulic Pressure 200 psi Loss of water during coring

Run #2-24.0'-29.0', Time-4:15 PM-5:00 PM Hydraulic Pressure 200 psi

Bottom of hole at 29.0' on 5/17/75 Grouted hole to the top of Bedrock

2SHEET

OF

INSTALLATION

COORDINATE SYSTEM

Oswego Harbor

N 1,263,125.0 E 836,061.0

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

-24.8

LWD

SHEET 2 of 2

F in es

M

CELEV DEPTH REMARKS

A S

T M

C la ssN60

FIELD CLASSIFICATION OF MATERIALS

(Description)

LE

G

E N

D

RECNf

LL P

I

Laboratory

Boring Designation DUC-75-8

SEP 05

Boring Designation DUC-75-8SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

A C

E

6-

A

D R

IL

LI

N G

L O

G

O S

W E

G O

.G P

J A

C E

M V

D W

IT

H

R A

P

ID

C P

T

8_

1_

.G

D T

/7

/1

-24.5

-41.5

2.0

19.0

Weather:-Sunshine Time Start:-11:00 AM 5" Steel Casing from top of Platform to Lake Bottom Drive D&M Type-U with 300

lb. Hammer falling 30"

Blows on 5" Casing with 300 lb. Hammer falling 24" Average Blows 25/ft Drive STD. SS with 140 lb.

Hammer falling 30"

Blows on Casing Average 260/ft Drive D&M Type-U with 300

lb. Hammer falling 30"

Drive STD. SS with 140 lb.

Hammer falling 30" Average Blows on Casing 300/ft

Drive D&M Type-U with 300 lb. Hammer falling 30" Top 1.0' is Wash Material and was not saved

10'-15'- Blows on Casing with 300 lb. Hammer falling 24" are 400/ft

Drive STD. SS with 140 lb.

Hammer falling 30"

16'-17' Washed

15'-20'-Blows on 5" Casing with 300 lb. Hammer falling 24" Average Blows 100/ft

SP

0' to 2': Very Fine Sand, Medium Dense, Dark Gray

2' to 19': Fine Sand, Very Dense, Dark Gray

5': Fine Sand, Very Dense, Gray (Good Sample)

8': Fine Sand, Very Dense, Gray (Good Sample)

10': Fine Sand with Some Organic and Pieces of Burned Coal, Very Dense, Gray

12.5': Very Soft Drilling

15': Fine Sand with Trace Medium Sand with Grayish Brown Fine Sand and Some Organic, Very Dense, Gray

18': Very Soft Drilling

19' to 21.5': Soft-Hard Drilling

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DUC-75-11

5/23/75

DISTURBED

N 1,263,974.0 E 836,805.0

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

VERTICAL

1. PROJECT

UNDISTURBED

LWD

N/A

2. HOLE NUMBER

4.5" Tricone Bit

INSTALLATION

Oswego Harbor

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

5/23/75

VERTICAL

Donald Robinson

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

8 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

-22.5

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

35.0

SHEET 1 of 2

F in es

M

CELEV DEPTH REMARKS

A S

T M

C la ssN60

FIELD CLASSIFICATION OF MATERIALS

(Description)

LE

G

E N

D

RECNf

LL P

I

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

Laboratory

Boring Designation DUC-75-11

SEP 05

Boring Designation DUC-75-11SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

A C

E

6-

A

D R

IL

LI

N G

L O

G

O S

W E

G O

.G P

J A

C E

M V

D W

IT

H

R A

P

ID

C P

T

8_

1_

.G

D T

/7

/1

-44.0

-47.5

-52.5

-57.5

21.5

25.0

30.0

35.0

Drive D&M Type-U with 300 lb. Hammer falling 30"

Drive STD. SS with 140 lb.

Hammer falling 30" No Penetration Run #1- 25'-30', Time 6:00

PM

Hydraulic Pressure 200 psi Coring with Nx Core Barrel with Diamond Bit (Loss of Water 26.5'-30.0')

Loss probably at 27.0' because of started loosing water

Run #2- 30'-35', Time Start

6:45 PM

Hydraulic Pressure 200 psi Loss of water 30'-35' (Loss probably at 30' because could not start coring easily and recovered irregular core pieces in the start)

Bottom of Hole ar 35.0' on 5/23/75 Grouted hole to top of Bedrock

19' to 21.5': Soft-Hard Drilling (continued) 20': Fine to Medium Sand with Trace Coarse Sand and Fine Gravel, Very Dense, Light Gray 21.5' to 25': Fine to Medium Sand with Trace Coarse Sand, Very Dense, Light Gray

25' to 30': No Recovery Oswego Sandstone:-Thin to Medium Bedded, Silieous, Moderately Hard to Hard, Fine to Medium Grained, Horizontal Fractures, Unweathered, Light Gray to Greenish Gray

30' to 35':

35': Bottom of Hole

/0"

2SHEET

OF

INSTALLATION

COORDINATE SYSTEM

Oswego Harbor

N 1,263,974.0 E 836,805.0

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

-22.5

LWD

SHEET 2 of 2

F in es

M

CELEV DEPTH REMARKS

A S

T M

C la ssN60

FIELD CLASSIFICATION OF MATERIALS

(Description)

LE

G

E N

D

RECNf

LL P

I

20.0

22.5

25.0

27.5

30.0

32.5

35.0

Laboratory

Boring Designation DUC-75-11

SEP 05

Boring Designation DUC-75-11SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

A C

E

6-

A

D R

IL

LI

N G

L O

G

O S

W E

G O

.G P

J A

C E

M V

D W

IT

H

R A

P

ID

C P

T

8_

1_

.G

D T

/7

/1

/0"

-23.0

-24.5

-26.2

-29.6 -30.2

22.6

24.1

25.8

29.2 29.8

A 1-1/2" I.D. Standard Split Spoon Sampler was used, advanced by a 140 lb.

Hammer falling 30" Bottom Sediments consist of a Loose or Soft variable mixture of Silt, Sand, Clay, Cinders, and Organic Matter, usually Dark Gray to Black in color

River Bottom Elevation=220.2 Top of Rock Elevation=216.6

0' to 22.6': Water

22.6' to 24.1': River Bottom Bottom Sediments 24.1' to 25.8': Broken Limestone Gravel (GP), with Sand, Shells, Trace of Silt 25.8' to 29.2': Top of Rock Siltstone, Hard, Gray, Shaly Interbeddings, Numerous Vertical, Diagonal, Horizontal Joints with Fresh Open Fractures, Slightly Weathered, Broken, Jointed, Probable Core Loss 29.2' to 29.8': Broken Up Due to Probable Vertical and Diagonal Joints 29.8': Bottom of Hole

/5"

Box #1

Run #2

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

SS-1

3/20/64

DISTURBED

N 1,262,001.0 E 839,060.0

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

VERTICAL

1. PROJECT

UNDISTURBED

LWD

N/A

2. HOLE NUMBER

INSTALLATION

Oswego Harbor

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

VERTICAL

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

4 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

-0.4

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

29.8

SHEET 1 of 1

F in es

M

CELEV DEPTH REMARKS

A S

T M

C la ssN60

FIELD CLASSIFICATION OF MATERIALS

(Description)

LE

G

E N

D

RECNf

LL P

I

Laboratory

Boring Designation SS-1

SEP 05

Boring Designation SS-1SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

A C

E

6-

A

D R

IL

LI

N G

L O

G

O S

W E

G O

.G P

J A

C E

M V

D W

IT

H

R A

P

ID

C P

T

8_

1_

.G

D T

/7

/1

/5"

-23.3

-24.8

-26.3

-28.3

-29.8

-31.8

23.0

24.5

26.0

28.0

29.5

31.5

A 1-1/2" I.D. Standard Split Spoon Sampler was used, advanced by a 140 lb.

Hammer falling 30"

River Bottom Elevation=219.8

Casing Down to 29.7' Wash and Chop Casing, Clean to 28.0'

0' to 23': Water

23' to 24.5': Fine to Medium Sand (SP), Shells, Trace Silt, Cinders, Brown and Dark Gray 24.5' to 26': Broken Limestone Gravel (GP), Trace Silt 26' to 28': Silty Gravel (GP-GM)

28' to 29.5': Coarse Sandy Gravel (GP), Trace of Silt 29.5' to 31.5': Sandy Gravel (GP), Trace Silt

31.5': Bottom of Hole

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

SS-2

3/24/64

DISTURBED

N 1,262,578.0 E 838,894.0

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

VERTICAL

1. PROJECT

UNDISTURBED

LWD

N/A

2. HOLE NUMBER

INSTALLATION

Oswego Harbor

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

VERTICAL

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

0 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

-0.3

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

31.5

SHEET 1 of 1

F in es

M

CELEV DEPTH REMARKS

A S

T M

C la ssN60

FIELD CLASSIFICATION OF MATERIALS

(Description)

LE

G

E N

D

RECNf

LL P

I

Laboratory

Boring Designation SS-2

SEP 05

Boring Designation SS-2SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

A C

E

6-

A

D R

IL

LI

N G

L O

G

O S

W E

G O

.G P

J A

C E

M V

D W

IT

H

R A

P

ID

C P

T

8_

1_

.G

D T

/7

/1

-21.1

-24.6

-26.1

-27.6

-29.1

-30.6

20.8

24.3

25.8

27.3

28.8

30.3

A 1-1/2" I.D. Standard Split Spoon Sampler was used, advanced by a 140 lb.

Hammer falling 30"

River Bottom Elevation=222.0

0' to 20.8': Water

20.8' to 24.3': River Bottom Bottom Sediments Silt

24.3' to 25.8': Bottom Sediments Silty Sand 25.8' to 27.3': Bottom Sediments Silty Sand, Brown and Dark Gray 27.3' to 28.8': Silty Fine to Medium Sand (SM), Brown and Dark Gray 28.8' to 30.3': Silty Fine to Medium Sand (SM), Brown 30.3': Bottom of Hole

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

SS-3

3/25/64

DISTURBED

N 1,263,253.0 E 838,131.0

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

VERTICAL

1. PROJECT

UNDISTURBED

LWD

N/A

2. HOLE NUMBER

INSTALLATION

Oswego Harbor

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

VERTICAL

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

0 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

-0.3

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

30.3

SHEET 1 of 1

F in es

M

CELEV DEPTH REMARKS

A S

T M

C la ssN60

FIELD CLASSIFICATION OF MATERIALS

(Description)

LE

G

E N

D

RECNf

LL P

I

Laboratory

Boring Designation SS-3

SEP 05

Boring Designation SS-3SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

A C

E

6-

A

D R

IL

LI

N G

L O

G

O S

W E

G O

.G P

J A

C E

M V

D W

IT

H

R A

P

ID

C P

T

8_

1_

.G

D T

/7

/1

-22.9

-24.4

-25.9

-27.4

-28.9

-30.6

22.8

24.3

25.8

27.3

28.8

30.5

A 1-1/2" I.D. Standard Split Spoon Sampler was used, advanced by a 140 lb.

Hammer falling 30"

Lake Bottom Elevation=220.0

0' to 22.8': Water

22.8' to 24.3': Harbor Bottom Fine Sand (SP-SM), Brown, Trace of Silt 24.3' to 25.8': Fine Sand (SP-SM), Brown, Trace of Silt 25.8' to 27.3': Fine Sand (SP-SM), Brown, Trace of Silt, Trace Gravel 27.3' to 28.8': Fine Sand (SP-SM), Brown, Trace of Silt, Trace Gravel 28.8' to 30.5': Fine Sand (SP-SM), Brown, Trace of Silt 30.5': Bottom of Hole

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

SS-4

4/14/64

DISTURBED

N 1,264,780.0 E 838,182.0

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

VERTICAL

1. PROJECT

UNDISTURBED

LWD

N/A

2. HOLE NUMBER

INSTALLATION

Oswego Harbor

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

VERTICAL

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

0 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

-0.1

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

30.5

SHEET 1 of 1

F in es

M

CELEV DEPTH REMARKS

A S

T M

C la ssN60

FIELD CLASSIFICATION OF MATERIALS

(Description)

LE

G

E N

D

RECNf

LL P

I

Laboratory

Boring Designation SS-4

SEP 05

Boring Designation SS-4SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

A C

E

6-

A

D R

IL

LI

N G

L O

G

O S

W E

G O

.G P

J A

C E

M V

D W

IT

H

R A

P

ID

C P

T

8_

1_

.G

D T

/7

/1

-27.3

-28.8

-30.3

27.6

29.1

30.6

A 1-1/2" I.D. Standard Split Spoon Sampler was used, advanced by a 140 lb.

Hammer falling 30"

Lake Bottom Elevation=215.2

Loose Rock or Boulders on Bottom

0' to 27.6': Water

27.6' to 29.1': Lake Bottom Silty Gravel (GM), with Coarse to Fine Sand, Cobbles and Boulders (Gray Glacial Till) 29.1' to 30.6': Silty Gravel (GM), with Coarse to Fine Sand, Cobbles and Boulders (Gray Glacial Till), Clay, Stone, Hardpan 30.6': Bottom of Hole

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

SS-5

4/14/64

DISTURBED

N 1,266,662.0 E 837,817.0

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

STARTED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

VERTICAL

1. PROJECT

UNDISTURBED

LWD

N/A

2. HOLE NUMBER

INSTALLATION

Oswego Harbor

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

VERTICAL

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

0 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

0.3

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

30.6

SHEET 1 of 1

F in es

M

CELEV DEPTH REMARKS

A S

T M

C la ssN60

FIELD CLASSIFICATION OF MATERIALS

(Description)

LE

G

E N

D

RECNf

LL P

I

Laboratory

Boring Designation SS-5

SEP 05

Boring Designation SS-5SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

A C

E

6-

A

D R

IL

LI

N G

L O

G

O S

W E

G O

.G P

J A

C E

M V

D W

IT

H

R A

P

ID

C P

T

8_

1_

.G

D T

/7

/1

0 20 40 60 80 100

INDEX PROPERTIES VERSUS DEPTH

LEGEND

Water Content

Plastic Limit

Liquid Limit

Fines

D E

P T

H fe et

BORING D-75-2

Property Value, %

SURFACE ELEVATION: -19.1

CLIENT

PROJECT NUMBER

PROJECT NAME Oswego Harbor

PROJECT LOCATION

IN

D

E X

P R

O P

S O

S W

E G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

8_

1_

.G D

T

/7 /1

ACE-IT

0 20 40 60 80 100

INDEX PROPERTIES VERSUS DEPTH

LEGEND

Water Content

Plastic Limit

Liquid Limit

Fines

D E

P T

H fe et

BORING D-75-9

Property Value, %

SURFACE ELEVATION: -20.0

CLIENT

PROJECT NUMBER

PROJECT NAME Oswego Harbor

PROJECT LOCATION

IN

D

E X

P R

O P

S O

S W

E G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

8_

1_

.G D

T

/7 /1

0 20 40 60 80 100

INDEX PROPERTIES VERSUS DEPTH

LEGEND

Water Content

Plastic Limit

Liquid Limit

Fines

D E

P T

H fe et

BORING D-75-10

Property Value, %

SURFACE ELEVATION: -22.7

CLIENT

PROJECT NUMBER

PROJECT NAME Oswego Harbor

PROJECT LOCATION

IN

D

E X

P R

O P

S O

S W

E G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

8_

1_

.G D

T

/7 /1

0 20 40 60 80 100

INDEX PROPERTIES VERSUS DEPTH

LEGEND

Water Content

Plastic Limit

Liquid Limit

Fines

D E

P T

H fe et

BORING DC-75-3

Property Value, %

SURFACE ELEVATION: -20.8

CLIENT

PROJECT NUMBER

PROJECT NAME Oswego Harbor

PROJECT LOCATION

IN

D

E X

P R

O P

S O

S W

E G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

8_

1_

.G D

T

/7 /1

0 20 40 60 80 100

INDEX PROPERTIES VERSUS DEPTH

LEGEND

Water Content

Plastic Limit

Liquid Limit

Fines

D E

P T

H fe et

BORING DC-75-4

Property Value, %

SURFACE ELEVATION: -24.5

CLIENT

PROJECT NUMBER

PROJECT NAME Oswego Harbor

PROJECT LOCATION

IN

D

E X

P R

O P

S O

S W

E G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

8_

1_

.G D

T

/7 /1

0 20 40 60 80 100

INDEX PROPERTIES VERSUS DEPTH

LEGEND

Water Content

Plastic Limit

Liquid Limit

Fines

D E

P T

H fe et

BORING DC-75-12

Property Value, %

SURFACE ELEVATION: -24.9

CLIENT

PROJECT NUMBER

PROJECT NAME Oswego Harbor

PROJECT LOCATION

IN

D

E X

P R

O P

S O

S W

E G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

8_

1_

.G D

T

/7 /1

0 20 40 60 80 100

INDEX PROPERTIES VERSUS DEPTH

LEGEND

Water Content

Plastic Limit

Liquid Limit

Fines

D E

P T

H fe et

BORING DU-75-6

Property Value, %

SURFACE ELEVATION: -14.5

CLIENT

PROJECT NUMBER

PROJECT NAME Oswego Harbor

PROJECT LOCATION

IN

D

E X

P R

O P

S O

S W

E G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

8_

1_

.G D

T

/7 /1

0 20 40 60 80 100

INDEX PROPERTIES VERSUS DEPTH

LEGEND

Water Content

Plastic Limit

Liquid Limit

Fines

D E

P T

H fe et

BORING DU-75-7

Property Value, %

SURFACE ELEVATION: -22.9

CLIENT

PROJECT NUMBER

PROJECT NAME Oswego Harbor

PROJECT LOCATION

IN

D

E X

P R

O P

S O

S W

E G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

8_

1_

.G D

T

/7 /1

0 20 40 60 80 100

INDEX PROPERTIES VERSUS DEPTH

LEGEND

Water Content

Plastic Limit

Liquid Limit

Fines

D E

P T

H fe et

BORING DU-75-13

Property Value, %

SURFACE ELEVATION: -27.2

CLIENT

PROJECT NUMBER

PROJECT NAME Oswego Harbor

PROJECT LOCATION

IN

D

E X

P R

O P

S O

S W

E G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

8_

1_

.G D

T

/7 /1

0 20 40 60 80 100

INDEX PROPERTIES VERSUS DEPTH

LEGEND

Water Content

Plastic Limit

Liquid Limit

Fines

D E

P T

H fe et

BORING DUC-75-1

Property Value, %

SURFACE ELEVATION: -18.5

CLIENT

PROJECT NUMBER

PROJECT NAME Oswego Harbor

PROJECT LOCATION

IN

D

E X

P R

O P

S O

S W

E G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

8_

1_

.G D

T

/7 /1

0 20 40 60 80 100

INDEX PROPERTIES VERSUS DEPTH

LEGEND

Water Content

Plastic Limit

Liquid Limit

Fines

D E

P T

H fe et

BORING DUC-75-5

Property Value, %

SURFACE ELEVATION: -16.4

CLIENT

PROJECT NUMBER

PROJECT NAME Oswego Harbor

PROJECT LOCATION

IN

D

E X

P R

O P

S O

S W

E G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

8_

1_

.G D

T

/7 /1

0 20 40 60 80 100

INDEX PROPERTIES VERSUS DEPTH

LEGEND

Water Content

Plastic Limit

Liquid Limit

Fines

D E

P T

H fe et

BORING DUC-75-8

Property Value, %

SURFACE ELEVATION: -24.8

CLIENT

PROJECT NUMBER

PROJECT NAME Oswego Harbor

PROJECT LOCATION

IN

D

E X

P R

O P

S O

S W

E G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

8_

1_

.G D

T

/7 /1

0 20 40 60 80 100

INDEX PROPERTIES VERSUS DEPTH

LEGEND

Water Content

Plastic Limit

Liquid Limit

Fines

D E

P T

H fe et

BORING DUC-75-11

Property Value, %

SURFACE ELEVATION: -22.5

CLIENT

PROJECT NUMBER

PROJECT NAME Oswego Harbor

PROJECT LOCATION

IN

D

E X

P R

O P

S O

S W

E G

O .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

8_

1_

.G D

T

/7 /1

LEWANDOWSKI.FRANK.

T.1228664746

Digitally signed by LEWANDOWSKI.FRANK.T.1228664746 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=LEWANDOWSKI.FRANK.T.1228664746 Date: 2017.08.03 13:59:01 -04'00'

Digitally signed by KUFEL.TODD.C.1239506336 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=KUFEL.TODD.C.1239506336 Date: 2017.08.08 06:24:47 -04'00'

SWITALA.THOMAS.C.

1228739126

Digitally signed by SWITALA.THOMAS.C.1228739126 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=SWITALA.THOMAS.C.1228739126 Date: 2017.08.08 07:02:46 -04'00'

CZEKANSKI.ADAM.JOS

EPH.1015794395

Digitally signed by CZEKANSKI.ADAM.JOSEPH.1015794395 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=CZEKANSKI.ADAM.JOSEPH.1015794395 Date: 2017.08.08 18:25:44 -04'00'

General Decision Number: IL170018 04/07/2017 IL18

Superseded General Decision Number: IL20160018

State: Illinois

Construction Types: Heavy (Dredging and Marine)

Counties: Illinois Statewide.

MECHANICAL DREDGING (CLAMSHELL, DRAGLINE, AND BACKHOE) AND

MARINE CONSTRUCTION):

ILLINOIS, INDIANA, MICHIGAN, MINNESOTA, NEW YORK, OHIO,

PENNSYLVANIA AND WISCONSIN DREDGING AND MARINE CONSTRUCTION

Dredging and Marine Construction Projects: floating/land equipment engaged in clamshell, backhoe and dragline dredging, marine construction, bridges,salvage operations and cranes, loaders, dozers, or other equipment used for disposal of dredge spoils or marine construction materials on land at the slip or dock, at the project site, where the above material/spoils is being handled, and all equipment utilized on breakwall/breakwater structures on the Great Lakes, Islands therein, their connecting and tributary waters, including the Illinois Waterway to the Lock at Lockport, Illinois, the New York State Barge Canal System between Tonawanda, New York and Waterford, New York and Oswego, New York, the Duluth-Superior area to the Fond du Lac Bridge Crossing (Minnesota State Highway 23) on the St. Louis River and on the St. Lawrence River eastward to the International Boundary near St. Regis, New York.

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.20 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017.

The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2017 1 01/27/2017 2 02/03/2017 3 04/07/2017

* SUIL2003-001 01/01/2017

MECHANICAL DREDGING (CLAMSHELL, DRAGLINE, AND BACKHOE) AND

MARINE CONSTRUCTION):

Rates Fringes

8/2/2017https://www.wdol.gov/wdol/scafiles/davisbacon/IL18.dvb?v=3

Dredging:

Fireman, Oiler, Deckhand, & Scowman (with dipper, hydraulic or other floating equipment engaged in hydraulic and dipper dredging operations) Pipeline men (both afloat & ashore including loading, unloading, maintaining, and handling pipelines for hydraulic dredges and sandboats Rangeman, Tankerman, Sweepman and service Truck Driver......................$ 22.51 7.61+a+b Lead Deckhand...............$ 29.68 7.61+a+b

Hydraulic Dredging LAUNCH OPERATOR - Vessel 800 Horse- Power Or Less....$ 25.15 7.61+a+b TUG ENGINEER................$ 26.49 7.61+a+b TUG OPERATOR - Vessel Over 800 Horse-Power.............$ 26.49 7.61+a+b TUG WORKERS: Fireman, Lineman, Oiler, Deckhand, Tankerman. Scowman, (on/or with tugboats, launches, or other self-propelled boats)......................$ 22.51 7.61+a+b

MECHANIC (Undefined)

FLOATING EQUIPMENT:

Illinois Class I....................$ 55.90 34.85+b&c Class II-A.................$ 54.40 34.85+b&c Class II-B.................$ 57.40 34.85+b&c Class III..................$ 48.40 34.85+b&c Class IV...................$ 40.25 34.85+b&c FLOATING EQUIPMENT: Indiana Class I....................$ 47.50 30.80 Class II-A.................$ 46.00 30.80 Class II-B.................$ 46.00 30.80 Class III..................$ 40.95 30.80 Class IV...................$ 34.05 30.80

FLOATING EQUIPMENT:

Michigan Class I....................$ 43.00 29.32+b&c Class II-A.................$ 41.50 29.32+b&c Class II-B.................$ 43.00 29.32+b&c Class III..................$ 36.95 29.32+b&c Class IV...................$ 30.75 29.32+b&c

FLOATING EQUIPMENT:

Minnesota Class I....................$ 43.00 18.90+b&c Class II-A.................$ 41.50 18.90+b&c Class II-B.................$ 42.00 18.90+b&c Class III..................$ 36.95 18.90+b&c Class IV...................$ 30.75 18.90+b&c

FLOATING EQUIPMENT:

New York:(Cattaraugus, Chautauga, Erie and Orleans Counties) Class I....................$ 44.35 28.69+b&c Class II-A.................$ 42.85 28.69+b&c Class II-B.................$ 45.85 28.69+b&c Class III..................$ 38.10 28.69+b&c Class IV...................$ 31.70 28.69+b&c

FLOATING EQUIPMENT:

New York:(Cayuga, Jefferson, Oswego, and St.

Lawrence Counties) Class I....................$ 46.35 24.90+b&c Class II-A.................$ 44.85 24.90+b&c Class II-B.................$ 47.85 24.90+b&c Class III..................$ 39.90 24.90+b+c Class IV...................$ 33.15 24.90+b&c

FLOATING EQUIPMENT:

New York:(Monroe and Wayne Counties and the City of Rochester) Class I....................$ 46.80 26.05+b&c Class II-A.................$ 45.30 26.05+b&c Class II-B.................$ 48.30 26.05+b&c Class III..................$ 40.30 26.05+b&c Class IV...................$ 33.50 26.05+b&c

FLOATING EQUIPMENT:

New York:(Niagara) Class I....................$ 43.25 28.10+b&c Class II-A.................$ 41.75 28.10+b&c Class II-B.................$ 44.75 28.10+b&c Class III..................$ 37.15 28.10+b&c Class IV...................$ 30.90 28.10+b&c

FLOATING EQUIPMENT:

Ohio:(Ashtabula, Cuyahoga, Erie,Lake, and Lorain Counties) Class I....................$ 43.00 14.41+b&c Class II-A.................$ 41.50 14.41+b&c Class II-B.................$ 41.50 14.41+b&c Class III..................$ 36.95 14.41+b&c Class IV...................$ 30.75 14.41+b&c

FLOATING EQUIPMENT:

Ohio:(Lucas, Henry, Ottawa, Wood and Sandusky Counties) Class I....................$ 43.00 14.41+b&c Class II-A.................$ 41.50 14.41+b&c Class II-B.................$ 41.50 14.41+b&c Class III..................$ 36.95 14.41+b+c Class IV...................$ 30.75 14.41+b&c

FLOATING EQUIPMENT:

Pennsylvania:(Erie County):

Class I....................$ 43.00 21.09+b&c Class II-A.................$ 41.50 21.09+b&c Class II-B.................$ 41.50 21.09+a&b Class III..................$ 36.95 21.09+b&c Class IV...................$ 30.75 21.09+b&c

FLOATING EQUIPMENT:

Wisconsin:Includes all marine/floating type work on projects in the Superior/Duluth Harbor, Lake Superior.

Class I....................$ 46.70 21.88+b&c Class II-A.................$ 45.20 21.88+b&c Class II-B.................$ 45.70 21.88+b&c Class III..................$ 40.20 21.88+b&c Class IV...................$ 33.45 21.88+b&c

PAID HOLIDAYS (WHERE APPLICABLE):

A- NEW YEAR'S DAY

B- MEMORIAL DAY

C- INDEPENDENCE DAY

D- LABOR DAY

E- THANKSGIVING DAY

F- CHRISTMAS DAY

G- PRESIDENT'S DAY

H- VETERAN'S DAY.

FOOTNOTES:

a. $30.10 per day per employee for medical

b. Eight paid holidays: A thru H

c. Hazardous/Toxic Waste Material:

*Level A $2.50 per hour *Level B 2.00 per hour *Level C 1.00 per hour *Level D 0.50 per hour

Such wages shall be above the classifications of work listed under mechanical dredging and Marine construction of this general wage decision. *Working with Hazardous Waste at this level as defined by the U. S. Enviromental Protection Agency.

CLASSIFICATION DESCRIPTIONS

Class I - Master Mechanic - assist and direct Class II, Class III, and Class IV, diver/wet tender, engineer (hydraulic dredge) Class II-A Crane/Backhoe Operator, 70 Ton or over Tug Operator, Mechanic/Welder, assistant engineer(hydraulic dredge), leverman (hydraulic dredge), diver tender Class II-B Friction, Lattice Boom, or any Crane Certifications Class III - Deck Equipment Operator (Machineryman) Maintenance of Crane (over 50 ton capacity) or Backhoe (115,000 pounds or more), Tug/launch operator, Loader/dozer and like equipment on Barge, breakwater wall, slip/dock, Scow, Deck Machinery, etc.

Class IV - Deck Equipment Operator(Machineryman/Fireman) (Four equipment units or more) Off Road Trucks, Deck Hand, Tug Engineer and Crane Maintenance 50 ton capacity and under or Backhoe weighing 115,000 pounds or less, assistant tug operator.

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION