AdvSpecs_Volume2.pdf

IFB No. W912PM-15-B-0003

Storm Damage ReductionStorm Damage Reduction Project

Carolina Beach & Kure Beach New Hanover County, North Carolina

This project was designed by theThis project was designed by the Wilmington District of the U.S. Army Corps Wilmington District of the U.S. Army Corps p j g yp j g y g y pg y p of Engineers. The initials or signatures and registration designations of of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their individuals appear on these project documents within the scope of their employment as required by ER 1110employment as required by ER 1110--11--8152.8152.

Specifications – Volume 2 of 2

July 2015

Storm Damage Reduction Carolina Beach and Kure Beach W912PM-15-B-0003 New Hanover County, North Carolina

PROJECT TABLE OF CONTENTS

VOLUME 1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

STANDARD FORM 1442

00 10 00 SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE

00 20 00 INSTRUCTIONS FOR PROCUREMENT

00 21 00 INSTRUCTIONS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONDITIONS OF THE CONTRACT

00 73 00 SUPPLEMENTARY CONDITIONS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.10 38 SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 USACE QUALITY CONTROL

01 45 00.10 10 USACE QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23.23 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

35 20 23 DREDGING AND BEACH-FILL WORK

VOLUME 2

APPENDICES

A BORING LOGS

B LABORATORY DATA

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

APPENDIX A

BORING LOGS

SP-SM, Gray, poorly graded sand, with silt, with shell fragments, coral and cemented shell and calcareous sand sizes.

SP, Gray to light gray, poorly graded sand, with shell fragments, coral and cemented shell and calcareous sand sizes.

0.0' TO 45' WATER

OCEAN BOTTOM @45'-45.0

-47.3

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE STARTED COMPLETED

6/21/91

(As shown on drawing title

5. NAME OF DRILLER

6. DIRECTION OF HOLE

3. DRILLING AGENCY

SAD

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN4. HOLE NO.

19. SIGNATURE OF INSPECTOR

18. TOTAL CORE RECOVERY FOR BORING

10. SIZE AND TYPE OF BIT

SHEET 1INSTALLATION

Vibracore Snell

3" VIBRACORE TUBE

OF

45.0' 0.0'

61.3'

N/A

FULLER

1. PROJECT

Vibratory Drilling Log Hole No.: CBV-17

CBV-17

6/21/91

DEG. FROM VERTICAL---

7. THICKNESS OF WATER COLUMN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

and file number)

17. ELEVATION TOP OF HOLE

DISTURBED UNDISTURBED

N/A

VERTICAL INCLINED

2. LOCATION

12. MANUFACTURER'S DESIGNATION OF DRILL

WILMINGTON DISTRICT

11. DATUM FOR ELEVATION DATUM SHOWN BM or MSL

NAVD 88

2 SHEETS

DIVISION

15. ELEVATION GROUND WATER

0.0

LAB CLASSIFICATION

Jar

Number Classification

1 SP

2 SP-SM

3 SP-SM

4 SP

5 SP

6 SP

7 SP

8 SP

Soils are Lab Classified in Accordance with

ASTM-D2487

COMPLETION NOTE:

Terminated hole at refusal or predetermined depth at 16.3' below ocean bottom

N 108,673.8 E 2,346,596.1

MOBILE DISTRICT

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

LARRY BENJAMIN, Civil Engineer Tech

Time begin vibracoring:

0000 hrs.

Soils Field Classified by LARRY BENJAMIN Civil Engineer Tech

NOTE 1:Top of hole is defined as surface of water and adjustment is made for the tide using NOAA tidal data.

NOTE 2: Elevation is referenced to NAVD 88 and Ocean Bottom has been adjusted to match the bathymetric surface defined by USACE Condtion Survey, performed by Survey Vessel Sanderson, June 2012.

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT CBV-17

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

45.2

47.2

49.2

51.2

53.2

55.2

VIBRACORE BORING

From 0.0' to 16.3'

Ran 18.3' Rec: 18.3'

Top of vibracore soil sample is logged as beginning at Ocean Bottom. When Run is greater than Recovery, the difference is depicted as Assumed Not Recovered.

42.0

44.0

46.0

48.0

50.0

52.0

54.0

56.0

SP, Gray to light gray, poorly graded sand, with shell fragments, coral and cemented shell and calcareous sand sizes.

(continued from previous page)

SM, Dark gray, silty sand, slightly plastic.

61.4' light gray with nodules of cemented shell and calcareous sand sizes.

BOTTOM OF HOLE AT 61.3'

SOILS ARE FIELD

VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE

UNIFIED SOIL

CLASSIFICATION SYSTEM

-60.2

-62.8

OF 2 SHEETS

SHEET 2

0.0 NAVD 88

ELEVATION TOP OF HOLE

WILMINGTON DISTRICT

INSTALLATIONPROJECT

Drilling Log (Cont Sheet)

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Hole No.: CBV-17

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT CBV-17

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

57.2

59.2

56.0

58.0

60.0

62.0

64.0

66.0

68.0

70.0

72.0

SP-SM, Gray, poorly graded sand, with silt, with shell fragments.

SC, Gray, clayey sand, with shell fragments, and layers of organic matter and decaying wood fragments and pockets of poorly graded sand.

SP, Gray to light tan, poorly graded sand, with pockets of sandy faty clay.

SM, Greenish gray, silty sand.

0.0' TO 36.8' WATER

OCEAN BOTTOM @36.8'-36.8

-38.4

-42.8

-46.4

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE STARTED COMPLETED

6/21/91

(As shown on drawing title

5. NAME OF DRILLER

6. DIRECTION OF HOLE

3. DRILLING AGENCY

SAD

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN4. HOLE NO.

19. SIGNATURE OF INSPECTOR

18. TOTAL CORE RECOVERY FOR BORING

10. SIZE AND TYPE OF BIT

SHEET 1INSTALLATION

Vibracore Snell

3" VIBRACORE TUBE

OF

36.8' 0.0'

56.8'

N/A

FULLER

1. PROJECT

Vibratory Drilling Log Hole No.: CBV-18

CBV-18

6/21/91

DEG. FROM VERTICAL---

7. THICKNESS OF WATER COLUMN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

and file number)

17. ELEVATION TOP OF HOLE

DISTURBED UNDISTURBED

N/A

VERTICAL INCLINED

2. LOCATION

12. MANUFACTURER'S DESIGNATION OF DRILL

WILMINGTON DISTRICT

11. DATUM FOR ELEVATION DATUM SHOWN BM or MSL

NAVD 88

2 SHEETS

DIVISION

15. ELEVATION GROUND WATER

0.0

LAB CLASSIFICATION

Soils are Lab Classified in Accordance with

ASTM-D2487

COMPLETION NOTE:

Terminated hole at refusal or predetermined depth at 20' below ocean bottom

N 111,720.0 E 2,347,721.4

MOBILE DISTRICT

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

LARRY BENJAMIN, Civil Engineer Tech

Time begin vibracoring:

0000 hrs.

Soils Field Classified by LARRY BENJAMIN Civil Engineer Tech

NOTE 1:Top of hole is defined as surface of water and adjustment is made for the tide using NOAA tidal data.

NOTE 2: Elevation is referenced to NAVD 88 and Ocean Bottom has been adjusted to match the bathymetric surface defined by USACE Condtion Survey, performed by Survey Vessel Sanderson, June 2012.

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT CBV-18

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

VIBRACORE BORING

From 0.0' to 56.8' Ran 20' Rec: 20'

Top of vibracore soil sample is logged as beginning at Ocean Bottom. When Run is greater than Recovery, the difference is depicted as Assumed Not Recovered.

34.0

36.0

38.0

40.0

42.0

44.0

46.0

SM, Greenish gray, silty sand. (continued from previous page)

BOTTOM OF HOLE AT 56.8'

SOILS ARE FIELD

VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE

UNIFIED SOIL

CLASSIFICATION SYSTEM

-56.8

OF 2 SHEETS

SHEET 2

0.0 NAVD 88

ELEVATION TOP OF HOLE

WILMINGTON DISTRICT

INSTALLATIONPROJECT

Drilling Log (Cont Sheet)

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Hole No.: CBV-18

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT CBV-18

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

48.0

50.0

52.0

54.0

56.0

58.0

60.0

62.0

64.0

SP, Grayish brown, poorly graded sand, with shell fragments.

40' Gray with shell coral and cemented shell and calcareouse sand sizes.

SP-SM, Gray, poorly graded sand, with silt, with shell fragments, and with pockets of clayey sand.

SC, Gray, clayey sand, with shell fragments.

0.0' TO 38.8' WATER

OCEAN BOTTOM @38.8'-38.8

-47.3

-48.8

-49.3

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE STARTED COMPLETED

6/22/91

(As shown on drawing title

5. NAME OF DRILLER

6. DIRECTION OF HOLE

3. DRILLING AGENCY

SAD

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN4. HOLE NO.

19. SIGNATURE OF INSPECTOR

18. TOTAL CORE RECOVERY FOR BORING

10. SIZE AND TYPE OF BIT

SHEET 1INSTALLATION

Vibracore Snell

3" VIBRACORE TUBE

OF

38.8' 0.0'

56.5'

N/A

FULLER

1. PROJECT

Vibratory Drilling Log Hole No.: CBV-28

CBV-28

6/22/91

DEG. FROM VERTICAL---

7. THICKNESS OF WATER COLUMN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

and file number)

17. ELEVATION TOP OF HOLE

DISTURBED UNDISTURBED

N/A

VERTICAL INCLINED

2. LOCATION

12. MANUFACTURER'S DESIGNATION OF DRILL

WILMINGTON DISTRICT

11. DATUM FOR ELEVATION DATUM SHOWN BM or MSL

NAVD 88

2 SHEETS

DIVISION

15. ELEVATION GROUND WATER

0.0

LAB CLASSIFICATION

Jar

Number Classification

1 SP

2 SP

3 SP

4 SP

5 SP

Soils are Lab Classified in Accordance with

ASTM-D2487

COMPLETION NOTE:

Terminated hole at refusal or predetermined depth at 17.7' below ocean bottom

N 108,353.9 E 2,349,788.1

MOBILE DISTRICT

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

LARRY BENJAMIN, Civil Engineer Tech

Time begin vibracoring:

0000 hrs.

Soils Field Classified by LARRY BENJAMIN Civil Engineer Tech

NOTE 1:Top of hole is defined as surface of water and adjustment is made for the tide using NOAA tidal data.

NOTE 2: Elevation is referenced to NAVD 88 and Ocean Bottom has been adjusted to match the bathymetric surface defined by USACE Condtion Survey, performed by Survey Vessel Sanderson, June 2012.

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT CBV-28

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

38.8

40.8

42.8

44.8

46.8

VIBRACORE BORING

From 0.0' to 17.7'

Ran 17.7' Rec: 17.7'

Top of vibracore soil sample is logged as beginning at Ocean Bottom. When Run is greater than Recovery, the difference is depicted as Assumed Not Recovered.

36.0

38.0

40.0

42.0

44.0

48.0

SC-SM, Greenish gray clayey silty sand with shell fragments. (continued from previous page)

BOTTOM OF HOLE AT 56.5'

SOILS ARE FIELD

VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE

UNIFIED SOIL

CLASSIFICATION SYSTEM

-56.5

OF 2 SHEETS

SHEET 2

0.0 NAVD 88

ELEVATION TOP OF HOLE

WILMINGTON DISTRICT

INSTALLATIONPROJECT

Drilling Log (Cont Sheet)

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Hole No.: CBV-28

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT CBV-28

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

50.0

52.0

54.0

56.0

58.0

60.0

62.0

66.0

SP, Dark green gray, fine to medium, poorly graded sand.

SM, Dark green gray, fine to medium, poorly graded silty sand.

48.6' increase in silt content below 8.5'.

50.6' finer grained (too fine) (may be sp-sm in places).

0.0' TO 40.1' WATER

OCEAN BOTTOM @40.1'-40.1

-44.1

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE STARTED COMPLETED

11/12/91

(As shown on drawing title

5. NAME OF DRILLER

6. DIRECTION OF HOLE

3. DRILLING AGENCY

SAD

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN4. HOLE NO.

19. SIGNATURE OF INSPECTOR

18. TOTAL CORE RECOVERY FOR BORING

10. SIZE AND TYPE OF BIT

SHEET 1INSTALLATION

Vibracore Snell

3" VIBRACORE TUBE

OF

40.1' 0.0'

20.0'

N/A

FULLER/Owens

1. PROJECT

Vibratory Drilling Log Hole No.: KBV-1

KBV-1

11/12/91

DEG. FROM VERTICAL---

7. THICKNESS OF WATER COLUMN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

and file number)

17. ELEVATION TOP OF HOLE

DISTURBED UNDISTURBED

N/A

VERTICAL INCLINED

2. LOCATION

12. MANUFACTURER'S DESIGNATION OF DRILL

WILMINGTON DISTRICT

11. DATUM FOR ELEVATION DATUM SHOWN BM or MSL

NAVD 88

2 SHEETS

DIVISION

15. ELEVATION GROUND WATER

0.0

LAB CLASSIFICATION

Soils are Lab Classified in Accordance with

ASTM-D2487

COMPLETION NOTE:

Terminated hole at refusal or predetermined depth at -20.1' below ocean bottom

N 108,974.4 E 2,349,045.2

MOBILE DISTRICT

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Ted Zielonka, Geologist

Time begin vibracoring:

0000 hrs.

Soils Field Classified by Ted Zielonka Geologist

NOTE 1:Top of hole is defined as surface of water and adjustment is made for the tide using NOAA tidal data.

NOTE 2: Elevation is referenced to NAVD 88 and Ocean Bottom has been adjusted to match the bathymetric surface defined by USACE Condtion Survey, performed by Survey Vessel Sanderson, June 2012.

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-1

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

VIBRACORE BORING

From 0.0' to -20.1' Ran 20' Rec: 20'

Top of vibracore soil sample is logged as beginning at Ocean Bottom. When Run is greater than Recovery, the difference is depicted as Assumed Not Recovered.

38.0

40.0

42.0

44.0

46.0

50.0

SM, Dark green gray, fine to medium, poorly graded silty sand. (continued from previous page)

BOTTOM OF HOLE AT 20'

SOILS ARE FIELD

VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE

UNIFIED SOIL

CLASSIFICATION SYSTEM

-60.1

OF 2 SHEETS

SHEET 2

0.0 NAVD 88

ELEVATION TOP OF HOLE

WILMINGTON DISTRICT

INSTALLATIONPROJECT

Drilling Log (Cont Sheet)

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Hole No.: KBV-1

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-1

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

52.0

54.0

56.0

58.0

60.0

62.0

64.0

68.0

SM, Dark green gray, fine to medium, silty sand.

49.8' too silty below 3'.

0.0' TO 46.8' WATER

OCEAN BOTTOM @46.8'

BOTTOM OF HOLE AT 10.5'

SOILS ARE FIELD

VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE

UNIFIED SOIL

CLASSIFICATION SYSTEM

-46.8

-57.3

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE STARTED COMPLETED

11/12/91

(As shown on drawing title

5. NAME OF DRILLER

6. DIRECTION OF HOLE

3. DRILLING AGENCY

SAD

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN4. HOLE NO.

19. SIGNATURE OF INSPECTOR

18. TOTAL CORE RECOVERY FOR BORING

10. SIZE AND TYPE OF BIT

SHEET 1INSTALLATION

Vibracore Snell

3" VIBRACORE TUBE

OF

46.8' 0.0'

10.5'

N/A

FULLER/Owens

1. PROJECT

Vibratory Drilling Log Hole No.: KBV-2

KBV-2

11/12/91

DEG. FROM VERTICAL---

7. THICKNESS OF WATER COLUMN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

and file number)

17. ELEVATION TOP OF HOLE

DISTURBED UNDISTURBED

N/A

VERTICAL INCLINED

2. LOCATION

12. MANUFACTURER'S DESIGNATION OF DRILL

WILMINGTON DISTRICT

11. DATUM FOR ELEVATION DATUM SHOWN BM or MSL

NAVD 88

1 SHEETS

DIVISION

15. ELEVATION GROUND WATER

0.0

LAB CLASSIFICATION

Soils are Lab Classified in Accordance with

ASTM-D2487

COMPLETION NOTE:

Terminated hole at refusal or predetermined depth at -36.3' below ocean bottom

N 108,938.3 E 2,346,928.0

MOBILE DISTRICT

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Ted Zielonka, Geologist

Time begin vibracoring:

0000 hrs.

Soils Field Classified by Ted Zielonka Geologist

NOTE 1:Top of hole is defined as surface of water and adjustment is made for the tide using NOAA tidal data.

NOTE 2: Elevation is referenced to NAVD 88 and Ocean Bottom has been adjusted to match the bathymetric surface defined by USACE Condtion Survey, performed by Survey Vessel Sanderson, June 2012.

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-2

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

VIBRACORE BORING

From 0.0' to -36.3'

Ran 10.5' Rec: 10.5'

Top of vibracore soil sample is logged as beginning at Ocean Bottom. When Run is greater than Recovery, the difference is depicted as Assumed Not Recovered.

44.0

46.0

48.0

50.0

52.0

SP, Grayish brown, poorly graded sand, with shell fragments.

SP-SM, Gray, poorly graded sand, with silt, with shell fragments, and pockets of gray clayey sand (sc).

SP, Light gray, poorly graded sand, with shell fragments, with ocassional pockets of gray clayey sand (sc).

SP, Light gray, poorly graded sand, with shell fragments.

0.0' TO 40.1' WATER

OCEAN BOTTOM @40.1'-40.1

-43.9

-47.9

-50.1

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE STARTED COMPLETED

11/12/91

(As shown on drawing title

5. NAME OF DRILLER

6. DIRECTION OF HOLE

3. DRILLING AGENCY

SAD

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN4. HOLE NO.

19. SIGNATURE OF INSPECTOR

18. TOTAL CORE RECOVERY FOR BORING

10. SIZE AND TYPE OF BIT

SHEET 1INSTALLATION

Vibracore Snell

3" VIBRACORE TUBE

OF

40.1' 0.0'

20.1'

N/A

FULLER/Owens

1. PROJECT

Vibratory Drilling Log Hole No.: KBV-3

KBV-3

11/12/91

DEG. FROM VERTICAL---

7. THICKNESS OF WATER COLUMN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

and file number)

17. ELEVATION TOP OF HOLE

DISTURBED UNDISTURBED

N/A

VERTICAL INCLINED

2. LOCATION

12. MANUFACTURER'S DESIGNATION OF DRILL

WILMINGTON DISTRICT

11. DATUM FOR ELEVATION DATUM SHOWN BM or MSL

NAVD 88

2 SHEETS

DIVISION

15. ELEVATION GROUND WATER

0.0

LAB CLASSIFICATION

Jar

Number Classification

1 SP

2 SP-SM

3 SP

4 SP

5 SP

6 SP

Soils are Lab Classified in Accordance with

ASTM-D2487

COMPLETION NOTE:

Terminated hole at refusal or predetermined depth at -20' below ocean bottom

N 109,974.9 E 2,345,942.8

MOBILE DISTRICT

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Ted Zielonka, Geologist

Time begin vibracoring:

0000 hrs.

Soils Field Classified by Ted Zielonka Geologist

NOTE 1:Top of hole is defined as surface of water and adjustment is made for the tide using NOAA tidal data.

NOTE 2: Elevation is referenced to NAVD 88 and Ocean Bottom has been adjusted to match the bathymetric surface defined by USACE Condtion Survey, performed by Survey Vessel Sanderson, June 2012.

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-3

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

42.6

44.5

48.1

50.1

42.8

44.7

48.3

50.3

VIBRACORE BORING

From 0.0' to -20.0' Ran 20' Rec: 20.1'

Top of vibracore soil sample is logged as beginning at Ocean Bottom. When Run is greater than Recovery, the difference is depicted as Assumed Not Recovered.

38.0

40.0

42.0

44.0

46.0

SP, Light gray, poorly graded sand, with shell fragments. (continued from previous page)

BOTTOM OF HOLE AT 20.1'

SOILS ARE FIELD

VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE

UNIFIED SOIL

CLASSIFICATION SYSTEM

-60.2

OF 2 SHEETS

SHEET 2

0.0 NAVD 88

ELEVATION TOP OF HOLE

WILMINGTON DISTRICT

INSTALLATIONPROJECT

Drilling Log (Cont Sheet)

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Hole No.: KBV-3

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-3

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

55.1

59.7

55.3

59.9

52.0

54.0

56.0

58.0

60.0

62.0

64.0

SP, Light gray, poorly graded sand, with shell fragments, with ocassional pockets of gray clayey sand (sc).

0.0' TO 41.3' WATER

OCEAN BOTTOM @41.3'-41.3

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE STARTED COMPLETED

11/12/91

(As shown on drawing title

5. NAME OF DRILLER

6. DIRECTION OF HOLE

3. DRILLING AGENCY

SAD

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN4. HOLE NO.

19. SIGNATURE OF INSPECTOR

18. TOTAL CORE RECOVERY FOR BORING

10. SIZE AND TYPE OF BIT

SHEET 1INSTALLATION

Vibracore Snell

3" VIBRACORE TUBE

OF

41.3' 0.0'

20.0'

N/A

FULLER/Owens

1. PROJECT

Vibratory Drilling Log Hole No.: KBV-4

KBV-4

11/12/91

DEG. FROM VERTICAL---

7. THICKNESS OF WATER COLUMN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

and file number)

17. ELEVATION TOP OF HOLE

DISTURBED UNDISTURBED

N/A

VERTICAL INCLINED

2. LOCATION

12. MANUFACTURER'S DESIGNATION OF DRILL

WILMINGTON DISTRICT

11. DATUM FOR ELEVATION DATUM SHOWN BM or MSL

NAVD 88

2 SHEETS

DIVISION

15. ELEVATION GROUND WATER

0.0

LAB CLASSIFICATION

Jar

Number Classification

1 SP

2 SP

3 SP

4 SM

5 SP-SM

6 SP-SM

Soils are Lab Classified in Accordance with

ASTM-D2487

COMPLETION NOTE:

Terminated hole at refusal or predetermined depth at -21.3' below ocean bottom

N 109,038.6 E 2,345,004.2

MOBILE DISTRICT

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Ted Zielonka, Geologist

Time begin vibracoring:

0000 hrs.

Soils Field Classified by Ted Zielonka Geologist

NOTE 1:Top of hole is defined as surface of water and adjustment is made for the tide using NOAA tidal data.

NOTE 2: Elevation is referenced to NAVD 88 and Ocean Bottom has been adjusted to match the bathymetric surface defined by USACE Condtion Survey, performed by Survey Vessel Sanderson, June 2012.

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-4

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

41.3

45.9

49.3

41.5

46.1

49.5

VIBRACORE BORING

From 0.0' to -21.3' Ran 20' Rec: 20'

Top of vibracore soil sample is logged as beginning at Ocean Bottom. When Run is greater than Recovery, the difference is depicted as Assumed Not Recovered.

40.0

42.0

44.0

46.0

48.0

52.0

SP-SM, Gray, poorly graded sand, with silt, with lenses and layers of gray fat clay (ch).

SP, Gray, poorly graded sand.

BOTTOM OF HOLE AT 20'

SOILS ARE FIELD

VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE

UNIFIED SOIL

CLASSIFICATION SYSTEM

-52.5

-60.0

-61.3

OF 2 SHEETS

SHEET 2

0.0 NAVD 88

ELEVATION TOP OF HOLE

WILMINGTON DISTRICT

INSTALLATIONPROJECT

Drilling Log (Cont Sheet)

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Hole No.: KBV-4

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-4

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

55.3

59.3

61.1

55.5

59.5

61.3

54.0

56.0

58.0

60.0

62.0

64.0

SP-SM, Grayish beige, poorly graded sand, with silt, with shell fragments, calcareous silty gravel with shell fragments.

0.0' TO 42.1' WATER

OCEAN BOTTOM @42.1'-42.1

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE STARTED COMPLETED

11/12/91

(As shown on drawing title

5. NAME OF DRILLER

6. DIRECTION OF HOLE

3. DRILLING AGENCY

SAD

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN4. HOLE NO.

19. SIGNATURE OF INSPECTOR

18. TOTAL CORE RECOVERY FOR BORING

10. SIZE AND TYPE OF BIT

SHEET 1INSTALLATION

Vibracore Snell

3" VIBRACORE TUBE

OF

42.1' 0.0'

20.1'

N/A

FULLER/Owens

1. PROJECT

Vibratory Drilling Log Hole No.: KBV-5

KBV-5

11/12/91

DEG. FROM VERTICAL---

7. THICKNESS OF WATER COLUMN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

and file number)

17. ELEVATION TOP OF HOLE

DISTURBED UNDISTURBED

N/A

VERTICAL INCLINED

2. LOCATION

12. MANUFACTURER'S DESIGNATION OF DRILL

WILMINGTON DISTRICT

11. DATUM FOR ELEVATION DATUM SHOWN BM or MSL

NAVD 88

2 SHEETS

DIVISION

15. ELEVATION GROUND WATER

0.0

LAB CLASSIFICATION

Jar

Number Classification

1 SP-SM

2 GW

3 GP-GM

4 SP-SM

Soils are Lab Classified in Accordance with

ASTM-D2487

COMPLETION NOTE:

Terminated hole at refusal or predetermined depth at -22' below ocean bottom

N 108,059.9 E 2,345,973.8

MOBILE DISTRICT

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Ted Zielonka, Geologist

Time begin vibracoring:

0000 hrs.

Soils Field Classified by Ted Zielonka Geologist

NOTE 1:Top of hole is defined as surface of water and adjustment is made for the tide using NOAA tidal data.

NOTE 2: Elevation is referenced to NAVD 88 and Ocean Bottom has been adjusted to match the bathymetric surface defined by USACE Condtion Survey, performed by Survey Vessel Sanderson, June 2012.

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-5

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

42.1

45.1

49.1

42.3

45.3

49.5

VIBRACORE BORING

From 0.0' to -22.0' Ran 20' Rec: 20.1'

Top of vibracore soil sample is logged as beginning at Ocean Bottom. When Run is greater than Recovery, the difference is depicted as Assumed Not Recovered.

40.0

42.0

44.0

46.0

48.0

SP-SM, Grayish beige, poorly graded sand, with silt, with shell fragments, calcareous silty gravel with shell fragments. (continued from previous page)

BOTTOM OF HOLE AT 20.1'

SOILS ARE FIELD

VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE

UNIFIED SOIL

CLASSIFICATION SYSTEM

-62.1

OF 2 SHEETS

SHEET 2

0.0 NAVD 88

ELEVATION TOP OF HOLE

WILMINGTON DISTRICT

INSTALLATIONPROJECT

Drilling Log (Cont Sheet)

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Hole No.: KBV-5

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-5

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

59.1 59.3

54.0

56.0

58.0

60.0

62.0

64.0

66.0

SP-SM, Gray, poorly graded sand, with silt, with shell fragments, (may be sm).

SP, Gray, poorly graded sand, with shell fragments, with 20% shell fragments.

SP-SM, poorly graded sand, with silt, with shell fragments.

0.0' TO 40' WATER

OCEAN BOTTOM @40'-40.0

-40.5

-47.2

-50.3

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE STARTED COMPLETED

11/13/91

(As shown on drawing title

5. NAME OF DRILLER

6. DIRECTION OF HOLE

3. DRILLING AGENCY

SAD

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN4. HOLE NO.

19. SIGNATURE OF INSPECTOR

18. TOTAL CORE RECOVERY FOR BORING

10. SIZE AND TYPE OF BIT

SHEET 1INSTALLATION

Vibracore Snell

3" VIBRACORE TUBE

OF

40.0' 0.0'

20.0'

N/A

FULLER/Owens

1. PROJECT

Vibratory Drilling Log Hole No.: KBV-6

KBV-6

11/13/91

DEG. FROM VERTICAL---

7. THICKNESS OF WATER COLUMN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

and file number)

17. ELEVATION TOP OF HOLE

DISTURBED UNDISTURBED

N/A

VERTICAL INCLINED

2. LOCATION

12. MANUFACTURER'S DESIGNATION OF DRILL

WILMINGTON DISTRICT

11. DATUM FOR ELEVATION DATUM SHOWN BM or MSL

NAVD 88

2 SHEETS

DIVISION

15. ELEVATION GROUND WATER

0.0

LAB CLASSIFICATION

Jar

Number Classification

1 SM

2 SP

3 SW

4 SW-SM

5 SM

6 SM

Soils are Lab Classified in Accordance with

ASTM-D2487

COMPLETION NOTE:

Terminated hole at refusal or predetermined depth at -20' below ocean bottom

N 109,989.5 E 2,350,002.5

MOBILE DISTRICT

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Ted Zielonka, Geologist

Time begin vibracoring:

0000 hrs.

Soils Field Classified by Ted Zielonka Geologist

NOTE 1:Top of hole is defined as surface of water and adjustment is made for the tide using NOAA tidal data.

NOTE 2: Elevation is referenced to NAVD 88 and Ocean Bottom has been adjusted to match the bathymetric surface defined by USACE Condtion Survey, performed by Survey Vessel Sanderson, June 2012.

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-6

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

48.1

40.2

44.2

46.2

48.3

VIBRACORE BORING

From 0.0' to -20.0' Ran 60' Rec: 20'

Top of vibracore soil sample is logged as beginning at Ocean Bottom. When Run is greater than Recovery, the difference is depicted as Assumed Not Recovered.

38.0

40.0

42.0

44.0

46.0

SM, Greenish gray, silty sand, with shell fragments, too silty below 9.5'.

(continued from previous page)

BOTTOM OF HOLE AT 20'

SOILS ARE FIELD

VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE

UNIFIED SOIL

CLASSIFICATION SYSTEM

-60.0

OF 2 SHEETS

SHEET 2

0.0 NAVD 88

ELEVATION TOP OF HOLE

WILMINGTON DISTRICT

INSTALLATIONPROJECT

Drilling Log (Cont Sheet)

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Hole No.: KBV-6

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-6

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

52.2

59.2

52.0

54.0

56.0

58.0

60.0

62.0

64.0

SP, Green gray, fine to medium, poorly graded sand.

SM, Dark green gray, fine to medium, poorly graded silty sand.

47' too silty below 5'.

0.0' TO 42.0' WATER

OCEAN BOTTOM @42.0'

BOTTOM OF HOLE AT 6.5'

SOILS ARE FIELD

VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE

UNIFIED SOIL

CLASSIFICATION SYSTEM

-42.0

-42.4

-48.5

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE STARTED COMPLETED

11/13/91

(As shown on drawing title

5. NAME OF DRILLER

6. DIRECTION OF HOLE

3. DRILLING AGENCY

SAD

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN4. HOLE NO.

19. SIGNATURE OF INSPECTOR

18. TOTAL CORE RECOVERY FOR BORING

10. SIZE AND TYPE OF BIT

SHEET 1INSTALLATION

Vibracore Snell

3" VIBRACORE TUBE

OF

42.0' 0.0' 6.5'

N/A

FULLER/Owens

1. PROJECT

Vibratory Drilling Log Hole No.: KBV-7

KBV-7

11/13/91

DEG. FROM VERTICAL---

7. THICKNESS OF WATER COLUMN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

and file number)

17. ELEVATION TOP OF HOLE

DISTURBED UNDISTURBED

N/A

VERTICAL INCLINED

2. LOCATION

12. MANUFACTURER'S DESIGNATION OF DRILL

WILMINGTON DISTRICT

11. DATUM FOR ELEVATION DATUM SHOWN BM or MSL

NAVD 88

1 SHEETS

DIVISION

15. ELEVATION GROUND WATER

0.0

LAB CLASSIFICATION

Soils are Lab Classified in Accordance with

ASTM-D2487

COMPLETION NOTE:

Terminated hole at refusal or predetermined depth at -35.5' below ocean bottom

N 108,962.7 E 2,350,942.3

MOBILE DISTRICT

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Ted Zielonka, Geologist

Time begin vibracoring:

0000 hrs.

Soils Field Classified by Ted Zielonka Geologist

NOTE 1:Top of hole is defined as surface of water and adjustment is made for the tide using NOAA tidal data.

NOTE 2: Elevation is referenced to NAVD 88 and Ocean Bottom has been adjusted to match the bathymetric surface defined by USACE Condtion Survey, performed by Survey Vessel Sanderson, June 2012.

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-7

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

VIBRACORE BORING

From 0.0' to -35.5' Ran 6.5' Rec: 6.5'

Top of vibracore soil sample is logged as beginning at Ocean Bottom. When Run is greater than Recovery, the difference is depicted as Assumed Not Recovered.

40.0

42.0

44.0

46.0

48.0

SP-SM, Dark green gray, fine to medium, poorly graded sand, with silt.

48.3' with 20% shell fragments.

SM, Dark green gray, fine to medium, poorly graded silty sand, with shale fragments.

54.4' more silt or clay.

0.0' TO 44.3' WATER

OCEAN BOTTOM @44.3'

BOTTOM OF HOLE AT 10.5'

SOILS ARE FIELD

VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE

UNIFIED SOIL

CLASSIFICATION SYSTEM

-44.3

-52.3

-54.8

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE STARTED COMPLETED

11/13/91

(As shown on drawing title

5. NAME OF DRILLER

6. DIRECTION OF HOLE

3. DRILLING AGENCY

SAD

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN4. HOLE NO.

19. SIGNATURE OF INSPECTOR

18. TOTAL CORE RECOVERY FOR BORING

10. SIZE AND TYPE OF BIT

SHEET 1INSTALLATION

Vibracore Snell

3" VIBRACORE TUBE

OF

44.3' 0.0'

10.5'

N/A

FULLER/Owens

1. PROJECT

Vibratory Drilling Log Hole No.: KBV-8

KBV-8

11/13/91

DEG. FROM VERTICAL---

7. THICKNESS OF WATER COLUMN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

and file number)

17. ELEVATION TOP OF HOLE

DISTURBED UNDISTURBED

N/A

VERTICAL INCLINED

2. LOCATION

12. MANUFACTURER'S DESIGNATION OF DRILL

WILMINGTON DISTRICT

11. DATUM FOR ELEVATION DATUM SHOWN BM or MSL

NAVD 88

1 SHEETS

DIVISION

15. ELEVATION GROUND WATER

0.0

LAB CLASSIFICATION

Soils are Lab Classified in Accordance with

ASTM-D2487

COMPLETION NOTE:

Terminated hole at refusal or predetermined depth at -33.8' below ocean bottom

N 107,988.7 E 2,351,942.9

MOBILE DISTRICT

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Ted Zielonka, Geologist

Time begin vibracoring:

0000 hrs.

Soils Field Classified by Ted Zielonka Geologist

NOTE 1:Top of hole is defined as surface of water and adjustment is made for the tide using NOAA tidal data.

NOTE 2: Elevation is referenced to NAVD 88 and Ocean Bottom has been adjusted to match the bathymetric surface defined by USACE Condtion Survey, performed by Survey Vessel Sanderson, June 2012.

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-8

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

VIBRACORE BORING

From 0.0' to -33.8'

Ran 10.5' Rec: 10.5'

Top of vibracore soil sample is logged as beginning at Ocean Bottom. When Run is greater than Recovery, the difference is depicted as Assumed Not Recovered.

42.0

44.0

46.0

48.0

50.0

SP, Light tan, poorly graded sand, with shell fragments.

SP, Light gray, poorly graded sand, with shell fragments.

SM, Greenish gray, silty sand, embedded nodules of cemented shell and limestone.

0.0' TO 42.7' WATER

OCEAN BOTTOM @42.7'-42.7

-44.7

-50.1

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE STARTED COMPLETED

11/12/91

(As shown on drawing title

5. NAME OF DRILLER

6. DIRECTION OF HOLE

3. DRILLING AGENCY

SAD

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN4. HOLE NO.

19. SIGNATURE OF INSPECTOR

18. TOTAL CORE RECOVERY FOR BORING

10. SIZE AND TYPE OF BIT

SHEET 1INSTALLATION

Vibracore Snell

3" VIBRACORE TUBE

OF

42.7' 0.0'

13.5'

N/A

FULLER/Owens

1. PROJECT

Vibratory Drilling Log Hole No.: KBV-9

KBV-9

11/12/91

DEG. FROM VERTICAL---

7. THICKNESS OF WATER COLUMN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

and file number)

17. ELEVATION TOP OF HOLE

DISTURBED UNDISTURBED

N/A

VERTICAL INCLINED

2. LOCATION

12. MANUFACTURER'S DESIGNATION OF DRILL

WILMINGTON DISTRICT

11. DATUM FOR ELEVATION DATUM SHOWN BM or MSL

NAVD 88

2 SHEETS

DIVISION

15. ELEVATION GROUND WATER

0.0

LAB CLASSIFICATION

Jar

Number Classification

1 SP

2 SP

3 SP

4 SM

5 SM

5 SM

Soils are Lab Classified in Accordance with

ASTM-D2487

COMPLETION NOTE:

Terminated hole at refusal or predetermined depth at -29.2' below ocean bottom

N 107,056.3 E 2,350,935.7

MOBILE DISTRICT

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Ted Zielonka, Geologist

Time begin vibracoring:

0000 hrs.

Soils Field Classified by Ted Zielonka Geologist

NOTE 1:Top of hole is defined as surface of water and adjustment is made for the tide using NOAA tidal data.

NOTE 2: Elevation is referenced to NAVD 88 and Ocean Bottom has been adjusted to match the bathymetric surface defined by USACE Condtion Survey, performed by Survey Vessel Sanderson, June 2012.

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-9

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

42.7

44.7

47.7

52.8

42.9

44.9

47.9

50.2

VIBRACORE BORING

From 0.0' to -29.2'

Ran 13.5' Rec: 13.5'

Top of vibracore soil sample is logged as beginning at Ocean Bottom. When Run is greater than Recovery, the difference is depicted as Assumed Not Recovered.

40.0

42.0

44.0

46.0

48.0

SM, Greenish gray, silty sand, embedded nodules of cemented shell and limestone. (continued from previous page)

BOTTOM OF HOLE AT 13.5'

SOILS ARE FIELD

VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE

UNIFIED SOIL

CLASSIFICATION SYSTEM

-56.2

OF 2 SHEETS

SHEET 2

0.0 NAVD 88

ELEVATION TOP OF HOLE

WILMINGTON DISTRICT

INSTALLATIONPROJECT

Drilling Log (Cont Sheet)

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Hole No.: KBV-9

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-9

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

56.2

54.0

56.0

58.0

60.0

62.0

64.0

66.0

SP, Gray, fine to coarse, poorly graded sand.

SM, Gray, fine to coarse, poorly graded silty sand.

48.3' fine to medium in silt, probably too silty.

0.0' TO 40.7' WATER

OCEAN BOTTOM @40.7'-40.7

-46.7

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE STARTED COMPLETED

11/12/91

(As shown on drawing title

5. NAME OF DRILLER

6. DIRECTION OF HOLE

3. DRILLING AGENCY

SAD

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN4. HOLE NO.

19. SIGNATURE OF INSPECTOR

18. TOTAL CORE RECOVERY FOR BORING

10. SIZE AND TYPE OF BIT

SHEET 1INSTALLATION

Vibracore Snell

3" VIBRACORE TUBE

OF

40.7' 0.0'

20.0'

N/A

FULLER/Owens

1. PROJECT

Vibratory Drilling Log Hole No.: KBV-10

KBV-10

11/12/91

DEG. FROM VERTICAL---

7. THICKNESS OF WATER COLUMN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

and file number)

17. ELEVATION TOP OF HOLE

DISTURBED UNDISTURBED

N/A

VERTICAL INCLINED

2. LOCATION

12. MANUFACTURER'S DESIGNATION OF DRILL

WILMINGTON DISTRICT

11. DATUM FOR ELEVATION DATUM SHOWN BM or MSL

NAVD 88

2 SHEETS

DIVISION

15. ELEVATION GROUND WATER

0.0

LAB CLASSIFICATION

Soils are Lab Classified in Accordance with

ASTM-D2487

COMPLETION NOTE:

Terminated hole at refusal or predetermined depth at -20.7' below ocean bottom

N 107,954.6 E 2,350,002.5

MOBILE DISTRICT

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Ted Zielonka, Geologist

Time begin vibracoring:

0000 hrs.

Soils Field Classified by Ted Zielonka Geologist

NOTE 1:Top of hole is defined as surface of water and adjustment is made for the tide using NOAA tidal data.

NOTE 2: Elevation is referenced to NAVD 88 and Ocean Bottom has been adjusted to match the bathymetric surface defined by USACE Condtion Survey, performed by Survey Vessel Sanderson, June 2012.

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-10

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

VIBRACORE BORING

From 0.0' to -20.7' Ran 20' Rec: 20'

Top of vibracore soil sample is logged as beginning at Ocean Bottom. When Run is greater than Recovery, the difference is depicted as Assumed Not Recovered.

38.0

40.0

42.0

44.0

46.0

SM, Gray, fine to coarse, poorly graded silty sand.

(continued from previous page)

BOTTOM OF HOLE AT 20'

SOILS ARE FIELD

VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE

UNIFIED SOIL

CLASSIFICATION SYSTEM

-60.7

OF 2 SHEETS

SHEET 2

0.0 NAVD 88

ELEVATION TOP OF HOLE

WILMINGTON DISTRICT

INSTALLATIONPROJECT

Drilling Log (Cont Sheet)

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Hole No.: KBV-10

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-10

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

52.0

54.0

56.0

58.0

60.0

62.0

64.0

SP, Gray, fine to medium, SP-SM, Gray, fine to medium, poorly graded sand, with silt.

SP, Gray, fine to coarse, poorly graded sand.

SM, Gray, fine to medium, poorly graded silty sand.

SP-SM, Light gray, fine, poorly graded sand, with silt.

0.0' TO 42.2' WATER

OCEAN BOTTOM @42.2'-42.2

-46.7

-48.2

-50.1

-51.2

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE STARTED COMPLETED

11/13/91

(As shown on drawing title

5. NAME OF DRILLER

6. DIRECTION OF HOLE

3. DRILLING AGENCY

SAD

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN4. HOLE NO.

19. SIGNATURE OF INSPECTOR

18. TOTAL CORE RECOVERY FOR BORING

10. SIZE AND TYPE OF BIT

SHEET 1INSTALLATION

Vibracore Snell

3" VIBRACORE TUBE

OF

42.2' 0.0'

18.0'

N/A

FULLER/Owens

1. PROJECT

Vibratory Drilling Log Hole No.: KBV-11

KBV-11

11/13/91

DEG. FROM VERTICAL---

7. THICKNESS OF WATER COLUMN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

and file number)

17. ELEVATION TOP OF HOLE

DISTURBED UNDISTURBED

N/A

VERTICAL INCLINED

2. LOCATION

12. MANUFACTURER'S DESIGNATION OF DRILL

WILMINGTON DISTRICT

11. DATUM FOR ELEVATION DATUM SHOWN BM or MSL

NAVD 88

2 SHEETS

DIVISION

15. ELEVATION GROUND WATER

0.0

LAB CLASSIFICATION

Soils are Lab Classified in Accordance with

ASTM-D2487

COMPLETION NOTE:

Terminated hole at refusal or predetermined depth at -24.2' below ocean bottom

N 107,064.2 E 2,348,992.9

MOBILE DISTRICT

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Ted Zielonka, Geologist

Time begin vibracoring:

0000 hrs.

Soils Field Classified by Ted Zielonka Geologist

NOTE 1:Top of hole is defined as surface of water and adjustment is made for the tide using NOAA tidal data.

NOTE 2: Elevation is referenced to NAVD 88 and Ocean Bottom has been adjusted to match the bathymetric surface defined by USACE Condtion Survey, performed by Survey Vessel Sanderson, June 2012.

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-11

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

VIBRACORE BORING

From 0.0' to -24.2' Ran 20' Rec: 18'

Top of vibracore soil sample is logged as beginning at Ocean Bottom. When Run is greater than Recovery, the difference is depicted as Assumed Not Recovered.

40.0

42.0

44.0

46.0

48.0

SP-SM, Light gray, fine, poorly graded sand, with silt.

(continued from previous page)

BOTTOM OF HOLE AT 18'

SOILS ARE FIELD

VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE

UNIFIED SOIL

CLASSIFICATION SYSTEM

-58.7

OF 2 SHEETS

SHEET 2

0.0 NAVD 88

ELEVATION TOP OF HOLE

WILMINGTON DISTRICT

INSTALLATIONPROJECT

Drilling Log (Cont Sheet)

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Hole No.: KBV-11

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-11

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

54.0

56.0

58.0

60.0

62.0

64.0

66.0 poorly graded sand, with shell fragments.

SP-SM, Light gray, fine to coarse, poorly graded sand, with silt, calcareous.

0.0' TO 42.3' WATER

OCEAN BOTTOM @42.3'-42.3

-46.2

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE STARTED COMPLETED

11/13/91

(As shown on drawing title

5. NAME OF DRILLER

6. DIRECTION OF HOLE

3. DRILLING AGENCY

SAD

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN4. HOLE NO.

19. SIGNATURE OF INSPECTOR

18. TOTAL CORE RECOVERY FOR BORING

10. SIZE AND TYPE OF BIT

SHEET 1INSTALLATION

Vibracore Snell

3" VIBRACORE TUBE

OF

42.3' 0.0'

18.0'

N/A

FULLER/Owens

1. PROJECT

Vibratory Drilling Log Hole No.: KBV-12

KBV-12

11/13/91

DEG. FROM VERTICAL---

7. THICKNESS OF WATER COLUMN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

and file number)

17. ELEVATION TOP OF HOLE

DISTURBED UNDISTURBED

N/A

VERTICAL INCLINED

2. LOCATION

12. MANUFACTURER'S DESIGNATION OF DRILL

WILMINGTON DISTRICT

11. DATUM FOR ELEVATION DATUM SHOWN BM or MSL

NAVD 88

2 SHEETS

DIVISION

15. ELEVATION GROUND WATER

0.0

LAB CLASSIFICATION

Soils are Lab Classified in Accordance with

ASTM-D2487

COMPLETION NOTE:

Terminated hole at refusal or predetermined depth at -24.3' below ocean bottom

N 108,004.9 E 2,348,075.5

MOBILE DISTRICT

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Ted Zielonka, Geologist

Time begin vibracoring:

0000 hrs.

Soils Field Classified by Ted Zielonka Geologist

NOTE 1:Top of hole is defined as surface of water and adjustment is made for the tide using NOAA tidal data.

NOTE 2: Elevation is referenced to NAVD 88 and Ocean Bottom has been adjusted to match the bathymetric surface defined by USACE Condtion Survey, performed by Survey Vessel Sanderson, June 2012.

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-12

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

VIBRACORE BORING

From 0.0' to -24.3' Ran 18' Rec: 18'

Top of vibracore soil sample is logged as beginning at Ocean Bottom. When Run is greater than Recovery, the difference is depicted as Assumed Not Recovered.

40.0

42.0

44.0

46.0

48.0

SP-SM, Light gray, fine to coarse, poorly graded sand, with silt, calcareous.

(continued from previous page)

BOTTOM OF HOLE AT 18'

SOILS ARE FIELD

VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE

UNIFIED SOIL

CLASSIFICATION SYSTEM

-60.3

OF 2 SHEETS

SHEET 2

0.0 NAVD 88

ELEVATION TOP OF HOLE

WILMINGTON DISTRICT

INSTALLATIONPROJECT

Drilling Log (Cont Sheet)

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Hole No.: KBV-12

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-12

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

54.0

56.0

58.0

60.0

62.0

64.0

66.0

SP, Gray, poorly graded sand, with shell fragments.

0.0' TO 30.3' WATER

OCEAN BOTTOM @30.3'-30.3

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE STARTED COMPLETED

11/12/91

(As shown on drawing title

5. NAME OF DRILLER

6. DIRECTION OF HOLE

3. DRILLING AGENCY

SAD

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN4. HOLE NO.

19. SIGNATURE OF INSPECTOR

18. TOTAL CORE RECOVERY FOR BORING

10. SIZE AND TYPE OF BIT

SHEET 1INSTALLATION

Vibracore Snell

3" VIBRACORE TUBE

OF

30.3' 0.0'

13.4'

N/A

FULLER/Owens

1. PROJECT

Vibratory Drilling Log Hole No.: KBV-36

KBV-36

11/12/91

DEG. FROM VERTICAL---

7. THICKNESS OF WATER COLUMN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

and file number)

17. ELEVATION TOP OF HOLE

DISTURBED UNDISTURBED

N/A

VERTICAL INCLINED

2. LOCATION

12. MANUFACTURER'S DESIGNATION OF DRILL

WILMINGTON DISTRICT

11. DATUM FOR ELEVATION DATUM SHOWN BM or MSL

NAVD 88

2 SHEETS

DIVISION

15. ELEVATION GROUND WATER

0.0

LAB CLASSIFICATION

Jar

Number Classification

1 SP

2 SP

3 SP

4 SP

5 SP

7 SP

6 SP

8 SP

Soils are Lab Classified in Accordance with

ASTM-D2487

COMPLETION NOTE:

Terminated hole at refusal or predetermined depth at -16.9' below ocean bottom

N 110,988.8 E 2,345,010.4

MOBILE DISTRICT

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Ted Zielonka, Geologist

Time begin vibracoring:

0000 hrs.

Soils Field Classified by Ted Zielonka Geologist

NOTE 1:Top of hole is defined as surface of water and adjustment is made for the tide using NOAA tidal data.

NOTE 2: Elevation is referenced to NAVD 88 and Ocean Bottom has been adjusted to match the bathymetric surface defined by USACE Condtion Survey, performed by Survey Vessel Sanderson, June 2012.

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-36

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

30.3

32.3

34.3

36.3

38.3

30.5

32.5

34.5

36.5

38.5

VIBRACORE BORING

From 0.0' to -16.9'

Ran 13.4' Rec: 13.4'

Top of vibracore soil sample is logged as beginning at Ocean Bottom. When Run is greater than Recovery, the difference is depicted as Assumed Not Recovered.

28.0

30.0

32.0

34.0

36.0

38.0

40.0

SP, Gray, poorly graded sand, with shell fragments.

(continued from previous page)

BOTTOM OF HOLE AT 13.4'

SOILS ARE FIELD

VISUALLY CLASSIFIED IN

ACCORDANCE WITH THE

UNIFIED SOIL

CLASSIFICATION SYSTEM

-43.7

OF 2 SHEETS

SHEET 2

0.0 NAVD 88

ELEVATION TOP OF HOLE

WILMINGTON DISTRICT

INSTALLATIONPROJECT

Drilling Log (Cont Sheet)

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Hole No.: KBV-36

HOLE NO.ENG FORM 1836

MAR 71

PREVIOUS EDITIONS ARE OBSOLETE PROJECT

%CORE

RECOVERY

e

DEPTH

(feet) b

Legend c

REMARKS

(Drilling time, water loss, depth of weathering, etc., if significant) g

BOX OR

SAMPLE

NO.

f

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT KBV-36

CLASSIFICATION OF MATERIALS

(Description) d

ELEVATION

(NAVD 88)

a

42.3

43.3 43.5

42.5

43.5 43.7

42.0

44.0

46.0

48.0

50.0

52.0

54.0

58.0

SP, Gray, poorly graded sand, with shell fragments.

SP-SM, Gray, poorly graded sand, with silt, with shell fragments.

0.0' TO 36.0' WATER

OCEAN BOTTOM @36.0'-36.0

-46.2

14. TOTAL NUMBER CORE BOXES

16. DATE HOLE STARTED COMPLETED

11/12/91

(As shown on drawing title

5. NAME OF DRILLER

6. DIRECTION OF HOLE

3. DRILLING AGENCY

SAD

13. TOTAL NO. OF OVER-

BURDEN SAMPLES TAKEN4. HOLE NO.

19. SIGNATURE OF INSPECTOR

18. TOTAL CORE RECOVERY FOR BORING

10. SIZE AND TYPE OF BIT

SHEET 1INSTALLATION

Vibracore Snell

3" VIBRACORE TUBE

OF

36.0' 0.0'

17.5'

N/A

FULLER/Owens

1. PROJECT

Vibratory Drilling Log Hole No.: KBV-37

KBV-37

11/12/91

DEG. FROM VERTICAL---

7. THICKNESS OF WATER COLUMN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

and file number)

17. ELEVATION TOP OF HOLE

DISTURBED UNDISTURBED

N/A

VERTICAL INCLINED

2. LOCATION

12. MANUFACTURER'S DESIGNATION OF DRILL

WILMINGTON DISTRICT

11. DATUM FOR ELEVATION DATUM SHOWN BM or MSL

NAVD 88

2 SHEETS

DIVISION

15. ELEVATION GROUND WATER

0.0

LAB CLASSIFICATION

Jar

Number Classification

1 SP

2 SP

3 SP-SM

4 SP

5 SP-SM

6 SP

7 SP-SM

8 SP-SM

9 SP

10 SP

Soils are Lab Classified in Accordance with

ASTM-D2487

COMPLETION NOTE:

Terminated hole at refusal or predetermined depth at -18.5' below ocean bottom

N 109,974.9 E 2,344,030.5

MOBILE DISTRICT

CAROLINA - KURE BEACH STORM

DAMAGE REDUCTION PROJECT

Ted Zielonka, Geologist

Time begin vibracoring:

0000 hrs.

Soils Field Classified by Ted Zielonka Geologist

NOTE 1:Top of hole is defined as surface of water and adjustment is made for the tide using NOAA tidal data.

NOTE 2: Elevation is referenced to NAVD 88 and Ocean Bottom has been adjusted to match the bathymetric surface defined by USACE Condtion Survey, performed by Survey…