Amendment 0001_20Apr2022.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

This amendment is correcting the bidder key to XUW38N-8VH3P4 for ProjNet. Also, Geotechnical Data/Draw ings for Borings have been added to specs.

1. CONTRACT ID CODE PAGE OF PAGES

1 3

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 20-Apr-2022

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P422B0005

X 9B. DATED (SEE ITEM 11)

08-Apr-2022

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

20-Apr-2022

CODE

U.S. ARMY ENGINEER DISTRICT, BUFFALO

1776 NIAGARA STREET

BUFFALO NY 14207-3199

W912P4 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P422B0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The Issued By organization below has been added:

U.S. ARMY ENGINEER DISTRICT, BUFFALO

1776 NIAGARA STREET

BUFFALO NY 14207-3199

SECTION 00 21 00 - INSTRUCTIONS

The following have been modified:

PROJNET INSTRUCTIONS

OFFEROR'S QUESTIONS AND COMMENTS

Technical inquiries and questions relating to proposal procedures or bonds are to be submitted via Bidder Inquiry in ProjNet at http://www.ProjNet.org/ProjNet. As noted below, offerors shall not submit their proposals via ProjNet.

Offerors shall submit their proposals in accordance with the provisions stated in the solicitation.

To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system.

The Solicitation Number is: W912P422B0005 The Bidder Inquiry Key is: XUW38N-8VH3P4

Specific Instructions for ProjNet Bid Inquiry Access:

1. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

2. Identify the Agency. This should be marked as USACE.

3. Key. Enter the Bidder Inquiry Key listed above.

4. Email. Enter the email address you would like to use for communication.

5. Select Continue. A page will then open stating a user account was not found and will ask you to create one using the provided form.

6. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

7. Select Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access:

1. For future access to ProjNet, you will not be emailed any type of password. You will utilize your Secret Question and Secret Answer to log in.

2. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

3. Identify the Agency. This should be marked as USACE.

4. Key. Enter the Bidder Inquiry Key listed above.

5. Email. Enter the email address you used to register previously in ProjNet.

6. Select Continue. A page will then open asking you to enter the answer to your Secret Question.

7. Enter your Secret Answer and click Login. Once this is completed you are now logged I nto the system.

From this page you may view all bidder inquiries or add an inquiry.

http://www.projnet.org/ProjNet

W912P422B0005

Bidders will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.

Offerors are requested to review the specification in its entirety and to review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

Information concerning the status of the evaluation and/or award will NOT be available after receipt of bids/proposals.

NOTES:

1. Offerors shall not submit their proposals via ProjNet, but in accordance with the provisions stated in the solicitation. Any questions regarding acceptable means of submitting offers shall be made directly to the Contract Specialist identified in the solicitation.

2. Government responses to technical inquiries and questions relating to proposal procedures or bonds that Are submitted to ProjNet in accordance with the procedures above are not binding on the Government unless an amendment is issued on Standard Form 30. In the case of any conflicts, the solicitation governs. Any changes or revisions to the solicitation will be made by formal amendment.

Government responses will be limited to: (a) Notice that an amendment will be issued; (b) Reference to an existing requirement contained in the solicitation; or (c) Notice that a response is not necessary.

3. The ability to enter technical inquiries and questions relating to proposal procedures or bonds will be disabled twelve (12) calendar days prior to the closing date stated in the solicitation. No Government responses will be entered into the ProjNet system within seven (7) calendar days prior to the closing date stated in the solicitation.

(End of Summary of Changes)

AMENDMENT NO. 1

W912P421B0005

OSWEGO, NEW YORK

OSWEGO HARBOR

WEST ARROWHEAD BREAKWATER REPAIRS

GEOTECHNICAL DATA (BORINGS) AND

REFERENCE DRAWING

19 APRIL 2022

-23.2

-32.6

23.2

32.6

A 2" I.D. Sample Spoon was used, advanced by a 300 lb. Hammer falling 12"

Lake Bottom Elevation=219.6

Sample No. 1-14 Blows/Foot Sample No. 2-87 Blows/Foot 28.9' to 32.6'-Washed

0' to 23.2': Water

23.2' to 32.6': Sand

32.6': BOTTOM OF BORING

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

Boring A

8/12/59

DISTURBED

N 1,264,356.0 E 838,017.0

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

2" I.D. Sample Spoon

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

0.0

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

32.6

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 Boring A

SEP 05

Boring Designation Boring ASPK 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

-24.7

-30.2

-31.3

24.7

30.2

31.3

A 2" I.D. Sample Spoon was used, advanced by a 300 lb. Hammer falling 12"

Lake Bottom Elevation=218.8

Sample No. 1-167 Blows/Foot Sample No. 2-120 Blows/Foot 26.2' to 30.2'-Roller Bit

Refusal at 31.3'

0' to 24.7': Water

24.7' to 30.2': Sand, Clay, and Gravel

30.2' to 31.3': Sand and Stone

31.3': Refusal-Probably Rock

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

Boring C

8/7/59

DISTURBED

N 1,263,386.0 E 839,008.0

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

2" I.D. Sample Spoon

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

0.0

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

31.3

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 Boring C

SEP 05

Boring Designation Boring CSPK 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

-22.0

-31.0

22.0

31.0

Probing "B" was accomplished by driving on "A" rod (1-3/8" Dia.) with a 150 lb. Hammer falling 12"

Lake Bottom Elevation=220.8

22.0' to 23.6'-0 Blows/Foot (Weight of Hammer) 23.6' to 26.0'-18 Blows/Foot 26.0' to 27.2'-33 Blows/Foot 27.2' to 31.0'-108 Blows/Foot

0' to 22': Water

22' to 31': Sand

31': BOTTOM OF PROBING

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

Probing B

8/3/59

DISTURBED

N 1,263,694.0 E 837,873.0

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

1-3/8" Rod

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

0.0

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

31.0

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 Probing B

SEP 05

Boring Designation Probing BSPK 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

-26.7

-27.5

26.7

27.5

Equipment Used-Barge-Mounted Crane with 1-1/4 Cubic Yard Clamshell Bucket Size of pit approx. 10' x 15' 13 buckets - 25 minutes

0' to 26.7': WATER

26.7' to 27.5': COBBLES, BOULDERS, WEATHERED TILL

AVERAGE SIZE BOULDERS 12" -

15"

AVERAGE SIZE COBBLES 4" - 6"

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

Test Pit 1

10/14/64

DISTURBED

N 1,266,457.0 E 837,914.0

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

10/14/64

VERTICAL

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

0 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

0.0

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

27.5

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

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

27.5

Laboratory

Boring Designation Test Pit 1

SEP 05

Boring Designation Test Pit 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

-26.5

26.5

27.5

Equipment Used-Barge-Mounted Crane with 1-1/4 Cubic Yard Clamshell Bucket Size of pit approx. 10' x 15' 23 buckets - 35 minutes

0' to 26.5': WATER

26.5' to 27.5': COBBLES, BOULDERS, WEATHERED TILL

BOULDERS TO 18"

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

Test Pit 2

10/14/64

DISTURBED

N 1,266,023.0 E 838,006.0

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

10/14/64

VERTICAL

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

0 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

0.0

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

27.5

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

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

27.5

Laboratory

Boring Designation Test Pit 2

SEP 05

Boring Designation Test Pit 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

-26.0

26.0

27.5

Equipment Used-Barge-Mounted Crane with 1-1/4 Cubic Yard Clamshell Bucket Size of pit approx. 10' x 15' 4 buckets - 10 minutes

0' to 26': WATER

26' to 27.5': FINE SAND (SP), BROWN

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

Test Pit 3

10/14/64

DISTURBED

N 1,265,769.0 E 837,942.0

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

10/14/64

VERTICAL

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

0 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

0.0

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

27.5

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

0.0

2.5

5.0

7.5

10.0

12.5

15.0

17.5

20.0

22.5

25.0

27.5

Laboratory

Boring Designation Test Pit 3

SEP 05

Boring Designation Test Pit 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

-32.6 13.5

Started at 2:30 PM, Sunshine and Windy 36.0' of 5" Casing from top of Platform to Bottom of Lake Drive D&M Type-U with 300

lb. Hammer falling 30" Blows for 5" Casing Ave.

30/ft using 300 lb. Hammer falling 24"

Drive STD. SS with 140 lb.

Hammer falling 30"

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

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

Day End at 9.5'

Blows for 5" Casing with 300 lb. Hammer falling 24" 7.5'-10.0' are 90/ft Average Drive STD. SS with 140 lb.

Hammer falling 30"

Drive STD. SS with 140 lb.

Hammer falling 30" Blows for Casing with 300

lb. Hammer falling 24" Average 300/ft

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

Blows on Casing Average Blows 300/ft Drive STD. SS with 140 lb.

Hammer falling 30"

SP

SP

SP

0' to 13.5': Fine Sand, Very Loose, Yellowish Brown and Dark Gray

2.5': Fine Sand, Dense, Dark Gray

5': Fine Sand with Trace Coarse Sand, Medium Dense, Gray

7.5': Fine Sand, Medium Dense, Gray

10': Fine Sand, Dense, Gray

13.5' to 24.9': Fine to Medium Sand, Coarse Sand and Gravel, Very Dense, Light Gray

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

D-75-2

5/8/75

DISTURBED

N 1,263,703.0 E 836,978.0

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

5/7/75

VERTICAL

Donald Robinson

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

12 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

-19.1

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

31.0

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 D-75-2

SEP 05

Boring Designation D-75-2SPK 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

10 25-44.0 -44.2

-48.1

-50.1

24.9 25.1

29.0

31.0

Blows on Casing 20'-24' Average 375/ft Drive STD. SS with 140 lb.

Hammer falling 30"

22'-24' Very Soft Drilling, Loose Sand. Hole was cased to 24' Drive D&M Type-U with 300

lb. Hammer falling 30" Blows on Casing Average 350/ft

Drive STD. SS with 140 lb.

Hammer falling 30" Blows on Casing Average 250/ft

Very hard to drill with Tricone bit. Probably bedrock refusal. To confirm bedrock, drill with Nx Core Barrel with Diamond bit 29.0'-31.0'. Hydraulic Pressure 75-200 psi.

Bottom of Hole at 31.0' on 5/8/75

13.5' to 24.9': Fine to Medium Sand, Coarse Sand and Gravel, Very Dense, Light Gray (continued)

24.9' to 25.1': Zone of Silty Sand, Gray 25.1' to 29': Fine to Medium Sand with Coarse Sand, Gray with Layers of Brownish Gray Fine Sand

28.5': 0.05' Thick Layer of Silt and Sand, Pinkish Gray 29' to 31': Sandstone

31': Bottom of Hole

2SHEET

OF

INSTALLATION

COORDINATE SYSTEM

Oswego Harbor

N 1,263,703.0 E 836,978.0

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

-19.1

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

Laboratory

Boring Designation D-75-2

SEP 05

Boring Designation D-75-2SPK 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

-20.3

-22.0

-25.5

-29.0

-38.0

0.3

2.0

5.5

9.0

18.0

Weather:-Sunshine, 80 Degrees Time Start:-2:00 PM 5" Casing to Bottom of Lake Drive D&M Type-U with 300

lb. Hammer falling 30"

Blows on 5" Casing Average 20/ft Drive STD. SS with 140 lb.

Hammer falling 30" 3.7'-4.5' used 300 lb.

Hammer to get a representative sample

(5'-6' Washed Sand) Drive STD. SS with 140 lb.

Hammer falling 30"

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

Hole is caving in. Getting wash material in spoon

Drive STD. SS with 140 lb.

Hammer falling 30"

Drive D&M with 300 lb.

Hammer falling 30"

Bottom Four Rings

SP

0' to 0.3': Fine Sand, Loose, Brownish Gray 0.3' to 2': Fine Sand, Loose, Dark Gray

2' to 5.5': Fine Sand with Trace Coarse Sand and Fine Gravel, Dense to Very Dense, Gray

5.5' to 9': Fine Gravel and Fine Coarse Sand, Dense, Gray

9' to 18': Clayey Silt and Fine Sand with Fine to Large Gravel, Very Soft, Dark Gray 10': Silty Clay with Trace Fine to Medium Sand, Medium Plasticity, Soft, Gray

11.3': Interbedded with Thin Layer of Fine Sand

15': Gravelly-Silty Clay with Some Fine to Coarse Sand, Very Soft, Gray

18' to 24': Drilling with Gravels 18'-20'

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

D-75-9

5/21/75

DISTURBED

N 1,263,369.0 E 836,502.0

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

5/21/75

VERTICAL

Donald Robinson

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

7 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

-20.0

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

27.0

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 D-75-9

SEP 05

Boring Designation D-75-9SPK 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

-47.0

24.0

27.0

Drive STD. SS with 140 lb.

Hammer falling 30"

21'-22' Drive STD. SS with 300 lb. Hammer Spoon was blocked by a piece of cobble

Drilled with Tricone Bit 24'-27' using Hydraulic Pressure 600-900 psi Loosing Drilling Mud at 26.5' Refusal of Bedrock at 24.0' Very Hard Drilling

Bottom of hole at 27.0' on 5/21/75

18' to 24': Drilling with Gravels 18'-20' (continued) 20': Silty Fine Sand with Trace Medium Coarse Sand and Fine Gravel, Hard, Gray

23': Drilling with Occasional Cobbles

24' to 27': Top of Bedrock

27': Bottom of Hole

2SHEET

OF

INSTALLATION

COORDINATE SYSTEM

Oswego Harbor

N 1,263,369.0 E 836,502.0

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

-20.0

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

Laboratory

Boring Designation D-75-9

SEP 05

Boring Designation D-75-9SPK 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

-24.7

-27.7

-30.2

-32.2

-35.2

-39.7

-41.7

2.0

5.0

7.5

9.5

12.5

17.0

19.0

Weather:-Sunshine, 78 Degrees Time Start:-1:00 PM (5" Casing from Platform to Lake Bottom) Drive D&M Type-U with 300

lb. Hammer falling 30" Chop Sample with Split Spoon. Recovered 1.0' Blows on casing average 17/ft with 300 lb Hammer falling 12"

Drive STD. SS with 140 lb.

Hammer falling 30" Blows on casing with 300

lb. Hammer falling 24" Average 300/ft

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

Drive STD. SS with 140 lb.

Hammer 7.5'-7.9' (STD. SS with 300 lb.

Hammer falling 24" 7.9'-9.5')

Drive STD. SS with 140 lb.

Hammer falling 30" Blows for 1st 6" are high by driving through piece of cobble

Drive STD. SS with 140 lb.

Hammer falling 30"

17'-19' drilled with Tricone Bit with Hydraulic Pressure 700 psi Bedrock Refusal from 17'-19' Hard to drill with Tricone Bit

SP

0' to 2': Fine Sand, Loose, Brownish Gray to Gray

2' to 5': Fine Sand with Trace Medium to Coarse Sand, Medium Dense, Dark Gray

5' to 7.5': Fine Sand with Trace Fine Gravel, Dense, Dark Gray

7.5' to 9.5': Fine to Medium Sand with Fine Gravel and Some Coarse Sand, Very Dense, Gray

9.5' to 12.5': Silty Gravelly Clay with Some Fine to Coarse Sand, Soft, Gray

12.5' to 17':

15': Silty Fine to Medium Sand with Trace Coarse Sand and Fine Gravel, Hard, Gray With Bedrock Chips in the Bit (Sandstone)

17' to 19': Top of Bedrock

19': 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

D-75-10

5/22/75

DISTURBED

N 1,263,828.0 E 836,500.0

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

5/22/75

VERTICAL

Donald Robinson

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

6 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

-22.7

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

19.0

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

Laboratory

Boring Designation D-75-10

SEP 05

Boring Designation D-75-10SPK 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

Bottom of hole at 19' on 5/22/75

2SHEET

OF

INSTALLATION

COORDINATE SYSTEM

Oswego Harbor

N 1,263,828.0 E 836,500.0

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

-22.7

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 D-75-10

SEP 05

Boring Designation D-75-10SPK 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

-33.8

-39.3

13.0

18.5

Sunshine, No Wind, Time Start-1:30 PM Drive D&M Type-U with 300

lb. Hammer falling 30" Top Sample 0.0' to 0.5' has been saved for Environmental Studies

Drive STD. SS with 140 lb.

Hammer falling 30"

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

Drive STD. SS with 140 lb.

Hammer falling 30" Average blows on casing with 300 lb. Hammer falling 24" are 40/ft

Drive STD. SS with 140 lb.

Hammer falling 30" Blows on casing average 45/ft

Drive D&M Type-U with 300 lb. Hammer falling 30" Blows count are high, driving through gravel

Drive STD. SS with 140 lb.

Hammer falling 30" Hole is caving in, very hard to push casing Blows on casing average 300/ft Day end at 17.5'

17.5'-18.5'-Blows counts are high, driving through gravels Drive STD. SS with 140 lb.

Hammer falling 30"

GP

0' to 13': Fine Sand, Loose, Gray, with Zones of Dark Gray Fine Sand

(SM/SP)

2': Fine Sand, Dense, Gray, with Zones of Dark Gray Fine Sand

(SM/SP)

4.5': Fine Sand, Very Dense, Gray, with Zones of Dark Gray Fine Sand

(SM/SP)

7': Very Fine Sand, Dense, Brownish Gray to Gray

9.5': Very Fine Sand, Very Dense, Brownish Gray

13' to 18.5': Sand and Gravel with Occasional Cobbles, Very Dense, Gray

15': Grading with More Fine to Coarse Gravel Gravel 15.0'-18.5'

18.5' to 30': Fine to Medium Sand with Fine Gravel, Medium Dense, Gray

/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

DC-75-3

5/10/75

DISTURBED

N 1,264,140.0 E 837,171.0

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

5/9/75

VERTICAL

Donald Robinson

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

14 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

-20.8

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

41.0

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 DC-75-3

SEP 05

Boring Designation DC-75-3SPK 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

/2"

6 7

-50.8

-56.8

-61.8

30.0

36.0

41.0

Blows on casing average 250/ft

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

Drive STD. SS with 140 lb.

Hammer falling 30" Blows count are high, driving through gravels, Probably spoon was blocked by gravels

Drive STD. SS with 140 lb.

Hammer falling 30"

Drive D&M Type-U with 300 lb. Hammer falling 30" Sampler blocked by piece of cobble Blows on casing average 400/ft

30'-31'-Drill with Tricone bit with Pressure 500 psi Run #1-Start 4:00 PM-5:15 PM, Hydraulic Pressure 300 psi

31-36' Coring with Nx Core Barrel with Diamond Bit Loss of water 5-10 Gallons/Minute

Run #2-Start 5:30 PM-6:15

PM

36.0'-41.0' Coring with Nx Core Barrel with Diamond Tube, Hydraulic Pressure 250 psi

Bottom of Hole at 41.0' on 5/10/75 Hole grouted to the top of bedrock

18.5' to 30': Fine to Medium Sand with Fine Gravel, Medium Dense, Gray (continued) 20': Fine to Medium Sand with Coarse Sand, Fine to Coarse Gravel, Very Dense, Gray 22': Fine to Medium Sand and Gravel, Very Dense, Gray

25': Grading with Less Gravel, Very Dense

27': Fine to Medium Sand and Gravel with Occasional Cobbles, Very Dense, Gray

30': Refusal of Bedrock. Top of Bedrock

31' to 36': Sandstone-Thin to Medium Bedding, Siliceous, Moderately Hard, Fine to Medium Grained Flat Bedding, Open Horizontal Fracture at 32.0'-32.4', Gray 32': Siltstone-Thin to Medium Bedding, Silty, Soft, Fine, Crossbedded, Greenish Gray

36' to 41': Sandstone-Thin to Medium Bedding, Siliceous, Moderately Hard, Fine to Medium Grained, Unweathered, Gray, Crossbedded 36.1'-36.8'

39.6': Interbedded with Siltstone, Thin Bedded, Silty, Soft, Fine Grained, Horizonatal Fractures at 36.65', 40.0', and 40.85' 41': Bottom of Hole

/4"

2SHEET

OF

INSTALLATION

COORDINATE SYSTEM

Oswego Harbor

N 1,264,140.0 E 837,171.0

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

-20.8

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

20.0

22.5

25.0

27.5

30.0

32.5

35.0

37.5

40.0

Laboratory

Boring Designation DC-75-3

SEP 05

Boring Designation DC-75-3SPK 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

/4"

68 20

-29.0

-33.0

-34.0

-42.0

-47.0

-52.0

4.5

8.5

9.5

17.5

22.5

27.5

Weather:-Cloudy, Chances of Showers, Windy.

Start: 3:15 PM Drive STD. SS with 140 lb.

Hammer falling 30"

Drive STD. SS with 140 lb.

Hammer falling 30"

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

Drive STD. SS with 140 lb.

Hammer falling 30"

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

lb. Hammer falling 24" Average Blows 75/ft

Drive STD. SS with 140 lb.

Hammer falling 30" Blows count are high by driving through cobbles

Drive D&M Type-U with 300 lb. Hammer falling 30" Very hard to drill Very hard drilling with Tricone Bit from 15.2' to 17.5' Probably Bedrock at 15.5'

Run #1- Start 9:00 AM-9:45

AM

17.5'-22.5'-Hydraulic Pressure 300 psi Loss of water

Core Breakage principally Horizontal Partings

Run #2- Start 10:00

AM-10:45 AM

22.5'-27.5'-Hydraulic Pressure 300 psi

0' to 4.5': Fine Sand, Loose, Gray

3': Fine Sand, Loose, Gray

4.5' to 8.5': Fine to Medium Sand with Coarse Sand and Gravel, Loose, Dark Gray

7': Grading with Occational Cobbles

8.5' to 9.5': Clayey Silt, Trace Fine Sand and Medium Coarse Sand, Very Stiff, Brownish Gray (ML) 9.5' to 17.5': Silty Fine Sand with Medium Coarse Sand, Gravel, Stiff, Dark Gray

12': Grading with Occational Cobbles 12.5': Silty Fine Sand with Medium Coarse Sand, Fine Gravel, Gray, Very Stiff

15': Fine Sand and Gravel, Dense, Gray Top of Bedrock 15.5': Oswego Sandstone

17.5' to 22.5': Sandstone:-Thin to Medium Bedded, Siliceous, Moderately Hard, Fine to Medium Grained, Flat Bedded, Unweathered to Slightly Unweathered, Gray

21.7': Broken with Thin Beds and Lenses of Gray and Red-Brown Shale 22.5' to 27.5': 45 Degree Fracture, Irregular Fractures

27.5': Bottom of Hole

/3"

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DC-75-4

5/13/75

DISTURBED

N 1,263,527.0 E 836,133.0

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

5/12/75

VERTICAL

Donald Robinson

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

9 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

-24.5

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

27.5

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

22.5

25.0

27.5

Laboratory

Boring Designation DC-75-4

SEP 05

Boring Designation DC-75-4SPK 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

/3"

Bottom of Hole at 27.5' on 5/13/75 Grouted Hole to Top of Bedrock

2SHEET

OF

INSTALLATION

COORDINATE SYSTEM

Oswego Harbor

N 1,263,527.0 E 836,133.0

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

-24.5

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

Laboratory

Boring Designation DC-75-4

SEP 05

Boring Designation DC-75-4SPK 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

-25.6

-31.4

-44.1

-47.9

0.7

6.5

19.2

23.0

Weather:-Cloudy, Fog, Chances of Shower Time Start:-8:00 AM 5" (Steel Casing from Platform to the Lake Bottom) Drive D&M Type-U with 300

lb. Hammer falling 30"

Cased hole at 2.5' Drive STD. SS with 140 lb.

Hammer falling 30"

Blows on 5" Casing 0'-3' Average 60/ft 3'-5' Average 200/ft

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

Blows on Casing with 300

lb. Hammer falling 24" 5'-7' Average 500/ft

Drive STD. SS with 140 lb.

Hammer falling 30"

Blows on casing 7'-10' Average 250/ft

Drive STD. SS with 140 lb.

Hammer falling 30"

Blows on 5" Steel Casing with 300 lb. Hammer falling 24" 10'-15' Average 90/ft

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

Clean and Cased hole to 21.5'

Drive STD. SS with 140 lb.

SP

0' to 0.7': Very Fine Sand and Silt, Loose, Gray 0.7' to 6.5': Fine Sand, Medium Dense, Gray

3': Fine Sand with Trace Fine Gravel with Organic, Dense, Gray with Thin Layers of Black Fine Sand

5': Fine Sand with Trace Fine Gravel with Organic, Dense, Gray with Thin Layers of Black Fine Sand

6.5' to 19.2':

8': Fine to Medium Sand with Coarse Sand and Fine Gravel with Organic, Dense, Gray

10': Fine to Medium Sand with Trace Fine Gravel with Some Organic, Very Dense, Gray

15': Fine to Medium Sand with Trace Coarse Sand, Very Dense, Gray

19.2' to 23': 19.5-21.5' Drilling with Cobbles and Small Boulders and Till

21.5': Silty Fine to Medium Sand with Fine Gravel, Very Stiff, Gray to Pinkish Gray with Bedrock Refusal

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DC-75-12

5/27/75

DISTURBED

N 1,263,572.0 E 837,431.0

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

5/27/75

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

-24.9

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

43.0

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

22.5

25.0

Laboratory

Boring Designation DC-75-12

SEP 05

Boring Designation DC-75-12SPK 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

-52.9

-57.9

-62.9

-67.9

28.0

33.0

38.0

43.0 at 22', No Penetration Used 300 lb. Hammer, 100/0" Penetration

22'-23' Drilled with 4-1/2" Tricone Bit Refusal of Bedrock

Run #1-23'-28' Time:- 4:45 PM to 5:30 PM Core with Nx Core Barrel with Diamond Bit No loss of water Probably the loss is due to soft siltstone interbedded 23'-25' Tape Checked the hole, no less at bottom

Run #2:- 28'-33' Time:- 5:45 PM to 6:25 PM Hydraulic Pressure 150-200 psi No loss of water

Run #3:-33'-38' Time:-6:40 PM to 7:15 PM Core with Nx Core Barrel with Diamond Bit Hydraulic Pressure 200 psi No loss of water

Run #4:- 38'-43' Time:- 7:20 PM

Bottom of Hole at 43.0' on 5/27/75 Hole grouted to top of Bedrock

23' to 28': Top of Run #1 Oswego Sandstone:-Interbedded with Siltstone and Reddish Brown Shale, Thin to Medium Bedded, Siliceous and Silty, Soft to Moderately Hard, Fine to Medium Grained, Horizontal and Vertical Fractures, Slightly Weathered, Gray (continued) 28' to 33': Sandstone:-Moderately Hard to Hard

33' to 38': Broken Pieces

36.5': Siltstone

37.6': Broken Rock (Loss at 37.6'-38.0') 38' to 43': Sandstone

41': Siltstone

43': Bottom of Hole

2SHEET

OF

INSTALLATION

COORDINATE SYSTEM

Oswego Harbor

N 1,263,572.0 E 837,431.0

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

-24.9

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

25.0

27.5

30.0

32.5

35.0

37.5

40.0

42.5

Laboratory

Boring Designation DC-75-12

SEP 05

Boring Designation DC-75-12SPK 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

-17.0

-20.6

2.5

6.1

Sunny, Calm Casing Down, Sampling begun at 2:15 PM Drive D&M 2.0' with 300 lb.

Hammer falling 30"

Clean 0.5'

Drive SPT 1.4' with 140 lb.

Hammer falling 30"

Clean 1.1' Drill Chatter Mud and Water loss, Boulder?

Drive SPT 2.0' with 140 lb.

Hammer falling 30" Wash Material in Upper 1.6'

Clean 0.5'

Drive SPT 2.0' with 140 lb.

Hammer falling 30"

Clean 0.5'

Drive D&M 2.0' with 300 lb.

Hammer falling 30"

Clean to 15.0' Moderate Resistance Till Cuttings

Drive SPT 1.4' with 140 lb.

Hammer falling 30"

Clean to 20.0'

SP

0' to 2.5': Gray Fine Sand, Trace Coarse and Medium Sand, Trace Silt

2.5' to 6.1': Gray, Well-Graded Silty Sand and Gravel Not Till

6.1' to 35': Gray Till

9.5': Gray Till

11': Gray Till

15': Gray Till

19': Gray Till

/5"

/5"

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DU-75-6

5/20/75

DISTURBED

N 1,262,881.0 E 836,540.0

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

5/20/75

VERTICAL

Donald Robinson

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

9 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

-14.5

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

37.5

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 DU-75-6

SEP 05

Boring Designation DU-75-6SPK 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"

/5"

44 7

-49.5 35.0

Drive SPT 0.8'

Clean to 25.0'

Drive SPT 1.0' with Hammer falling 30"

Clean to 30.0'

Drive SPT 1.5' with 140 lb.

Hammer falling 30"

Clean with Heavy Chatter

Tricone to Assure Bedrock

Boring Terminated on 5/20/75 Tape Checked to 37.5' Note:-Casing Advanced as Drilling Progresses

6.1' to 35': Gray Till (continued)

23': Gray Till

28.5': Gray Till

32': Till with Boulders

34.5': Till with Boulders

35': Bedrock Bottom of Hole

/4"

/0"

2SHEET

OF

INSTALLATION

COORDINATE SYSTEM

Oswego Harbor

N 1,262,881.0 E 836,540.0

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

-14.5

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

37.5

Laboratory

Boring Designation DU-75-6

SEP 05

Boring Designation DU-75-6SPK 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

/4"

/0"

-23.9 -24.3

-32.2

-35.9

-46.4

-48.9

1.0 1.4

9.3

13.0

23.5

26.0

Started-8:00 AM Cloudy, Windy, Cold 5" Casing from Platform to Lake Bottom Drive D&M Type-U with 300

lb. Hammer falling 30"

Drive STD. SS with 140 lb.

Hammer falling 30"

Cored with NX Core Barrel with Diamond Bit Cobbles at 5.0', 6.1', and 7.7' 0.5' in can, Remaining in Core Box

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

Drive D&M with 300 lb.

Hammer falling 30" Good sample for Consol.

Test

Drilling is Soft from 12.0'-13.0' 11.8'-15.0' Drilled with Tricone Bit and Washed the Hole

Drive STD. SS with 140 lb.

Hammer falling 30" (15.0'-15.3') Then used 300 lb. Hammer falling 30" (15.3'-17.0') to get a representative sample

Tried to drive SS with 140

lb. Hammer, but no penetration STD. SS with 300 lb.

Hammer falling 30"

At 23.5' drilling is very hard with Tricone Bit with 800 psi Refusal of Sandstone, Gray, from 23.5'-26.0'

0' to 1': Fine Sand, Loose, Brownish Gray 1' to 1.4': Fine Gravel and Sand with Coarse Sand, Gray 1.4' to 9.3': Glacial Till Silty Fine Sand with Trace Coarse Sand, Very Hard, Gray

5': Silty Fine to Medium Sand with Little Coarse Sand and Gravel and Occasional Cobbles, Very Hard, Gray

9': Grading with More Silt 9.3' to 13': Silty Clay with Trace Fine Gravel, Hard, Dark Gray

13' to 23.5': Silty Fine to Medium Sand with Trace Coarse Sand, Very Hard, Dark Gray (Till)

20': Silty Fine Sand, Gravelly Sand with Coarse Sand, Light Gray

23.5' to 26': Top of Bedrock

26': Bottom of Hole

/5"

/4"

/5"

SHEET

14. ELEVATION GROUND WATER

OF

COMPLETED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DU-75-7

5/16/75

DISTURBED

N 1,262,808.0 E 836,089.0

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

5/16/75

VERTICAL

Donald Robinson

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

7 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

-22.9

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

26.0

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

22.5

25.0

Laboratory

Boring Designation DU-75-7

SEP 05

Boring Designation DU-75-7SPK 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" /4"

At 26' STD. SS with 300 lb.

Hammer falling 30", No penetration Boring completed at 26.0' on 5/16/75

2SHEET

OF

INSTALLATION

COORDINATE SYSTEM

Oswego Harbor

N 1,262,808.0 E 836,089.0

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

-22.9

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 DU-75-7

SEP 05

Boring Designation DU-75-7SPK 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

-27.6

-29.7

-34.7

-40.7

-45.2

-48.2

0.4

2.5

7.5

13.5

18.0

21.0

Weather:-Sunshine, Windy Time Start:-12:45 PM 5" Steel Casing from Platform to Lake Bottom Drive D&M Type-U with 300

lb. Hammer falling 30"

Cleaned and Cased hole to 2.5' Drive STD. SS with 140 lb.

Hammer falling 30"

Blows on 5" steel casing with 300 lb. Hammer falling 24" Average 54/ft

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

Blows on 5" casing 300 lb.

Hammer (5'-7.5') Average Blows are 175/ft

Drive STD. SS with 140 lb.

Hammer falling 30"

Blows on casing 7.5'-10' Average Blows are 300/ft

Drive STD. SS with 140 lb.

Hammer falling 30"

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

STD. SS with 140 Hammer falling 30" (No Penetration)

Drill with Tricone Bit 18'-21' with Hydraulic Pressure 700 psi

Drive STD. SS with 300 lb.

GW

0' to 0.4': Blackish Gray Organic Silt and Very Fine Sand, Very Loose, Black to Gray 0.4' to 2.5': Fine Sand with Organic, Medium Dense, Gray 2.5' to 7.5': Fine to Medium Sand with Trace Coarse Sand and Fine Gravel with Some Organic, Dense, Gray 5': Fine to Medium Sand with Trace Coarse Sand with Some Organic, Dense, Gray 6.5': Interbedded with Very Thin Layer of Gray Clay at 6.5' 7.5' to 13.5': Fine to Very Fine Sand with Some Organic, Very Dense, Gray

10': Fine Sand with Thin Layers of Brown Fine Sand, Medium Dense, Gray

13.5' to 18': 13.5' to 15' Drilling with Gravels and Occasional Cobbles

15': Gravel and Sand, Loose, Gray to Greenish Gray

18' to 21': Top of Bedrock Bedrock Chips 18'-21' Tricone 18'-21' Refusal of Sandstone and Greenish Gray Siltstone 20': 20' to 21' Drilling is Soft 21': 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

DU-75-13

5/28/75

DISTURBED

N 1,263,377.0 E 837,380.0

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

5/28/75

VERTICAL

Donald Robinson

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

6 0

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

-27.2

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

21.0

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 DU-75-13

SEP 05

Boring Designation DU-75-13SPK 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

Hammer falling 30" No Penetration Bottom of Hole at 21.0' on 5/25/75

2SHEET

OF

INSTALLATION

COORDINATE SYSTEM

Oswego Harbor

N 1,263,377.0 E 837,380.0

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

-27.2

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 DU-75-13

SEP 05

Boring Designation DU-75-13SPK 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

-21.2

-24.5

-29.0

-33.0

2.7

6.0

10.5

14.5

VERTICAL DATUM = LWD

5" STEEL CASING FORM

PLATFORM TO BOTTOM

OF LAKE, SEATED 6"

DRIVE DAMES & MOORE

TYPE-U SAMPLER WITH

300# HAMMER FALLING

30" 0' - 2' 13.3' - 13.5'

BLOW COUNTS FROM 4'

- 4.5' ARE HIGH DUE TO

DRIVING THROUGH

COBBLES

5.5' - 8.5' TRIED TO GET

SAMPLE, SAMPLE

WASHED OUT,

PROBABLY SAND

BLOWS FOR CASING

AVERAGE 250/FT. W/300

LB HAMMER FALLING 24"

BLOWS FROM 13' - 13.5'

ARE HIGH DUE TO SOME

LOOSE GRAVEL IN HOLE

DENISON SAMPLER

17' - 17.5' 19.5' - 20'

SP

0' to 2.7': FINE SAND WITH TRACE

MEDIUM SAND, LOOSE, GRAY

2.7' to 6': SILTY FINE TO MEDIUM

SAND, WITH TRACE COARSE

SAND, FINE GRAVEL, V. DENSE,

GRAY

4.5': ENCOUNTERED BOULDER

4.5' - 5'

6' to 10.5': FN SAND AND FN

GRAVEL, LOOSE, GRAY

10.5' to 14.5': SILTY FINE SAND

WITH SOME GRAVEL, MEDIUM

STIFF, GRAYISH BROWN

13': GRADING WITH MORE

GRAVEL

13.5': ENCOUNTERED BOULDER

13.5' - 14.5'

14.5' to 22.3': GLACIAL TILL:

SILTY FINE SAND, W/TRACE

COARSE SAND AND FINE GRAVEL,

W/LIGHT GRAY VARVED CLAY,

VERY HARD, LT. GRAY TO DARK

GRAY

19.5': GRADING W/ OCCASIONAL

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-75-1

5/6/75

DISTURBED

N 1,263,220.0 E 836,688.0

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

5/2/75

VERTICAL

Donald Robinson

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

7 2

INCLINED

4. NAME OF DRILLER

5. DIRECTION OF BORING

-18.5

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

34.5

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-75-1

SEP 05

Boring Designation DUC-75-1SPK 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

50 6

-40.8

-44.0

-49.0

-53.0

22.3

25.5

30.5

34.5

CORING THROUGH TILL

FROM 20.5' - 25.5'

NX CORE BARREL

W/DIAMOND BIT

REC = 3.2'

LOSS = 1.8'

RUN #1 25.5' - 30.5'

NX CORE BARREL

HYD. PRESS. 280 PSI

REC. = 4.8'

LOSS = 0.2'

RUN #2 30.5' - 34.5'

REC. = 3.6'

LOSS = 0.4'

COBBLES

14.5' to 22.3': GLACIAL TILL:

SILTY FINE SAND, W/TRACE

COARSE SAND AND FINE GRAVEL,

W/LIGHT GRAY VARVED CLAY,

VERY HARD, LT. GRAY TO DARK

GRAY (continued) 22.3' to 25.5': SILTY FINE SAND

W/LITTLE COARSE SAND AND

FINE GRAVEL, VERY HARD. GRAY

25.5' to 30.5': SANDSTONE:

GREENISH GRAY TO LIGHT GRAY,

FINE TO MEDIUM GRAINED,

SILICEOUS, HARD, CROSSBEDDED

26.7' TO 27.7', 50 DEG. FRACTURE

AT 29.0', VERTICAL FRACTURE

29.6' TO 29.8', RED SHALE GALLS

AT 30.5', VERTICAL JOINT 29.9' TO

30.6'

30.5' to 34.5': GREENISH GRAY TO

LIGHT GRAY, FINE TO MEDIUM

GRAINED, SILICEOUS,

MODERATELY HARD, HORIZONTAL

BEDDED, INTERBEDDED W/

GREEENISH GRAY SILTSTONE

AND RED SHALE, BROKEN PIECES

FROM 31.0' TO 31.5' AND 32.7' TO

32.85'

34.5': BOTTOM OF HOLE

GROUTED TO THE TOP OF

BEDROCK

2SHEET

OF

INSTALLATION

COORDINATE SYSTEM

Oswego Harbor

N 1,263,220.0 E 836,688.0

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

-18.5

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

Laboratory

Boring Designation DUC-75-1

SEP 05

Boring Designation DUC-75-1SPK 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

41 6

-21.4

-36.4

5.0

20.0

Sunshine and Windy Start 7:30 PM Drive D&M Type-U with 300

lb. Hammer falling 30" Top of sample saved for Environmental Studies

Blows count are high by driving through cobbles Drive STD. SS with 140 lb.

Hammer falling 30"

3'-5' drilled with Tricone Bit.

Very hard drilling, cobbles and boulders, washed hole to 5'

Drive STD. SS with 140 lb.

Hammer falling 30"

Drive STD. SS with 140 lb.

Hammer falling 30"

Drive D&M…