W9127820B0004 AM02.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

1 2

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE 4. REQUISITION/PURCHASE 5. PROJECT NO. (If applicable)

W9127820B0004-0002 11 SEP 2020 CHC19012

6. ISSUED BY CODE 7. ADMINISTERED BY(If other than item 6)

CODE

Corps of Engineers 109 St. Joseph St.

Mobile, AL 36602

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP code) 9A. AMENDMENT OF SOLICITATION

NO.

W9127820B0004

9B. DATED (SEE ITEM 11)

10 AUG 2020

10A. MODIFICATION OF

CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE

FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended, is not extended. Offers 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 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 ACKNOWLEDGEMENT 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 ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO 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)

The subject solicitation for: REHABILITATION EFFORT FOR THE PANAMA CITY BEACHES COASTAL STORM RISK MANAGEMENT

PROJECT, PANAMA CITY BEACH, FLORIDA

Is modified in the following: REFER TO THE ENCLOSED REPLACED SPECIFICATIONS/DRAWING REVISIONS FOR AMENDMENT NO. 0002

Except as provided herein, all terms and conditions of the document reference 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) 16A. NAME AND TITLE OF CONTRACTING OFFICE (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

BY

(Signature of contracting officer)

16C. DATE SIGNED

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV. 10-83)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

REHABILITATION EFFORT FOR THE PANAMA CITY BEACHES COASTAL W9127820B0004

STORM RISK MANAGEMENT PROJECT, PANAMA CITY BEACH, FLORIDA CHC19012

SF 30 Page 2

W9127820B0004-0002

PART I - REVISIONS MADE BY ADDED AND/OR REPLACEMENT PARAGRAPHS/PAGES/SECTIONS

The items listed below are to be replaced by the corresponding added and/or revised paragraphs/pages or sections. Added and/or revised paragraphs/pages or sections are indicated by a note in bottom right hand corner of each paragraph or page. Added sections are hereby made a part of the contract and are to be inserted in the specification in the proper numerical/alphabetical sequence.

Within the specifications, deletions from the specifications are indicated by strikethrough, e.g.: deletions are marked with strikethrough and additions to the specifications including revisions/substitutions are indicated in bold, italic and underlined, e.g.: additions are indicated thus.

Corresponding Added or Revised Paragraph SECTION Page, and/or Section

Appendix A Replaced in its entirety

PART II - NOTE: Revised drawings are listed below. These revised drawings are to be inserted into the folio in the proper numerical sequence. Drawings that have been revised by this amendment shall be deleted from the folio. All drawings listed below are revised unless indicated otherwise.

Sheet Reference Number Title

G-001 COVER SHEET

CG126 BORROW AREA S1 DREDGE PLAN

Encl as stated:

Revised, added and replaced pages of the specifications as indicated in Part I.

2 Revised drawings as indicated in Part II.

REHABILITATION EFFORT FOR THE PANAMA CITY BEACHES COASTAL W9127820B0004

STORM RISK MANAGEMENT PROJECT, PANAMA CITY BEACH, FLORIDA CHC19012

APPENDIX A

GEOTECHNICAL BORING LOGS

AND

LAB DATA

REPLACED IN ITS ENTIRETY BY AMENDMENT NO. W9127820B0004-0002

This page was intentionally left blank for duplex printing.

APPENDIX A

Geotechnical Boring Logs and Lab Data

Borrow Area S1A

AMENDMENT NO. 0002

SAND, fine grained, quartz, trace shell hash, trace silt, light gray (5Y-7/2), (SP).

SAND, fine to medium grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments and whole shells typically up to 1.25", silt distributed in pockets typically up to 0.5", (2.5"x1.5") shell fragments @ 2.1' and 4.4', (2.5"x1.5") silty pocket @ 2.0', light gray (5Y-7/1), (SW).

SAND, fine to medium grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments typically up to 1.25", whole shells up to 1.0", 3.0" pocket of some shell @ 3.8', 2 (2.0"x1.25") shell fragments @ 7.4', light gray (5Y-7/1), (SW).

SAND, fine to medium grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments typically up to 1.25", whole shells up to 1.0", (1.75"x1.5") shell fragment @ 8.0', (2.5"x1.25") shell fragment @

11.6', 0.25" pocket of organics @ 11.7', light gray (5Y-7/1), (SP).

No Recovery.

End of Boring

1.0

3.6

7.5

12.3

13.0

-38.6

-41.2

-45.1

-49.9

-50.6

Sample #1, Depth = 0.5' Mean (mm): 0.24, Fines (230): 1.14% (SP) Dry Color: 5Y-8/2, Washed Color: 5Y-8/1

Sample #2, Depth = 2.4' Mean (mm): 0.33, Fines (230): 1.43% (SW) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1

Sample #3, Depth = 6.0' Mean (mm): 0.34, Fines (230): 1.36% (SW) Dry Color: 2.5Y-8/1, Washed Color: 2.5Y-8/1

Sample #4, Depth = 9.0' Mean (mm): 0.32, Fines (230): 1.29% (SP) Dry Color: 2.5Y-8/1, Washed Color: 2.5Y-8/1

COMPLETED

VERTICALHORIZONTAL

CPE

12.3 Ft.

KD

10. COORDINATE SYSTEM/DATUM

3.0 In.

-37.6 Ft.

-37.6

02-15-09 11:27

STARTED

DIVISION INSTALLATION

16. ELEVATION TOP OF BORING

17. TOTAL RECOVERY FOR BORING

LOCATION COORDINATES

NAVD 88

Diver Operated Vibracore

DRILLING LOG

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORING

VERTICAL

INCLINED

0.0 Ft.

BCVC-09-01

Panama City Beach Sand Search

Bay County, FL

AUTO HAMMER

MANUAL HAMMER

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

BEARING5. DIRECTION OF BORING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

NAD 1983Florida State Plane North

02-15-09 11:20

0.0

6. THICKNESS OF OVERBURDEN

X = 1,581,764 Y = 399,335

CONTRACTOR FILE NO.

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING 13.0 Ft.

Coastal Planning & Engineering, Inc.

B O

X O

R S

A M

P

LE

JUN 02

MODIFIED FOR THE FLORIDA DEP

JUN 04

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

ELEV.

(ft)

DEPTH

(ft)

BCVC-09-01

SHEET 1

OF 1 SHEETS

SAJ FORM 1836

LE

G

E N

D

REC.

Boring Designation

REMARKS

Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.

D R

Y C

O

LO

R L

O G

B C

V C

_0 9_

S 1.

G P

J J

P B

R A

Z

IL

.G D

T

/2

/0

Jetted to 10.0'.

SAND, fine grained, quartz, trace organics, trace shell hash, trace silt, light gray (5Y-7/1), (SP).

SAND, fine to medium grained, quartz, trace shell fragments, trace shell hash, trace silt, shell fragments up to 1.0", shell hash increases with depth, light gray (5Y-7/1), (SW).

Shelly SAND, trace silt, shell component is little shell hash, trace shell fragments typically up to

1.25", and trace whole shells up to 0.75", (2.25"x2.0") shell fragment @ 18.0', 2.5" shell fragment @ 18.0", light gray (2.5Y-7/2), (SW).

SAND, fine grained, quartz, trace shell hash, trace silt, silt distributed in pockets up to 0.25", 2 (2.0"x1.5") shell fragments @ 18.6', 0.5" clayey pocket @ 18.5', clayey lamina @ 19.0', gray (5Y-6/1), (SW-SM).

SAND, fine grained, quartz, trace organics, trace shell fragments, trace silt, shell fragments up to 0.75", organics typically distributed in laminae, 0.5" organic pockets @ 19.7' and

21.6', color is mottled with light brownish gray (2.5Y-6/2), olive brown (2.5Y-4/3) and, very dark grayish brown (2.5Y-3/2), (SW).

End of Boring

10.0

15.8

17.6 18.1

19.4

21.8

-47.6

-53.4

-55.2 -55.7

-57.0

-59.4

Sample #1, Depth = 13.0' Mean (mm): 0.21, Fines (230): 1.28% (SP) Dry Color: 2.5Y-7/2, Washed Color: 2.5Y-8/1

Sample #2, Depth = 16.8' Mean (mm): 0.39, Fines (230): 0.94% (SW) Dry Color: 2.5Y-7/2, Washed Color: 2.5Y-8/1 Sample #3, Depth = 17.8' Mean (mm): 0.69, Fines (230): 1.25% (SW) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1 Sample #4, Depth = 18.7' Mean (mm): 0.19, Fines (230): 4.98% (SW-SM) Dry Color: 2.5Y-6/1, Washed Color: 2.5Y-7/1 Sample #5, Depth = 20.6' Mean (mm): 0.29, Fines (230): 2.10% (SW) Dry Color: 2.5Y-5/2, Washed Color: 2.5Y-8/1

COMPLETED

VERTICALHORIZONTAL

CPE

11.8 Ft.

KD

10. COORDINATE SYSTEM/DATUM

3.0 In.

-37.6 Ft.

-37.6

02-15-09 12:43

STARTED

DIVISION INSTALLATION

16. ELEVATION TOP OF BORING

17. TOTAL RECOVERY FOR BORING

LOCATION COORDINATES

NAVD 88

Diver Operated Vibracore

DRILLING LOG

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORING

VERTICAL

INCLINED

0.0 Ft.

BCVC-09-01A

Panama City Beach Sand Search

Bay County, FL

AUTO HAMMER

MANUAL HAMMER

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

BEARING5. DIRECTION OF BORING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

NAD 1983Florida State Plane North

02-15-09 12:36

0.0

6. THICKNESS OF OVERBURDEN

X = 1,581,764 Y = 399,336

CONTRACTOR FILE NO.

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING 21.8 Ft.

Coastal Planning & Engineering, Inc.

B O

X O

R S

A M

P

LE

JUN 02

MODIFIED FOR THE FLORIDA DEP

JUN 04

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

ELEV.

(ft)

DEPTH

(ft)

BCVC-09-01A

SHEET 1

OF 1 SHEETS

SAJ FORM 1836

LE

G

E N

D

REC.

Boring Designation

REMARKS

Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.

D R

Y C

O

LO

R L

O G

B C

V C

_0 9_

S 1.

G P

J J

P B

R A

Z

IL

.G D

T

/2

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, shell fragments up to 0.75", silt distributed in pockets up to 0.25", light gray (5Y-7/1), (SP).

SAND, fine to medium grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments up to 1.0", whole shells up to 2.5", silt distributed in pockets up to 0.25", 2 (1.5") layers of increased shell hash and shell fragments @ 3.0' and 3.5', light gray (2.5Y-7/1), (SW).

SAND, fine to medium grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments typically up to 1.5", whole shells up to 1.0", 2 (2.5") shell fragments @ 3.9', 0.75" silty pockets @ 4.6' and 4.7', color is mottled with light gray

(2.5Y-7/1) and, light olive gray (5Y-6/2), (SW).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, shell fragments typically up to 1.5", silt distributed in pockets up to 0.5", (3.25"x2.0") shell fragment

@ 5.9', light gray (2.5Y-7/1), (SP).

SAND, fine to medium grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments typically up to 2.5", whole shells up to 1.25", 2.0" pocket of increased shell hash, shell fragments up to 0.5" and organics @ 9.9', light gray (2.5Y-7/1), (SW).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments and whole shells up to 1.25", light gray (2.5Y-7/1), (SW).

No Recovery.

End of Boring

2.2

3.6

4.9

9.0

11.5

14.1

15.0

-37.3

-38.7

-40.0

-44.1

-46.6

-49.2

-50.1

Sample #1, Depth = 1.2' Mean (mm): 0.26, Fines (230): 1.12% (SP) Dry Color: 5Y-7/2, Washed Color: 5Y-8/1

Sample #2, Depth = 2.7' Mean (mm): 0.39, Fines (230): 1.12% (SW) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1 Sample #3, Depth = 4.4' Mean (mm): 0.47, Fines (230): 1.69% (SW) Dry Color: 5Y-7/1, Washed Color: 5Y-8/1

Sample #4, Depth = 7.1' Mean (mm): 0.30, Fines (230): 1.17% (SP) Dry Color: 2.5Y-8/1, Washed Color: 2.5Y-8/1

Sample #5, Depth = 10.6' Mean (mm): 0.54, Fines (230): 1.53% (SW) Dry Color: 2.5Y-7/1, Washed Color: 2.5Y-8/1

Sample #6, Depth = 12.9' Mean (mm): 0.42, Fines (230): 1.13% (SW) Dry Color: 2.5Y-8/1, Washed Color: 2.5Y-8/1

COMPLETED

VERTICALHORIZONTAL

CPE

14.1 Ft.

PB

10. COORDINATE SYSTEM/DATUM

3.0 In.

-35.1 Ft.

-35.1

02-15-09 14:15

STARTED

DIVISION INSTALLATION

16. ELEVATION TOP OF BORING

17. TOTAL RECOVERY FOR BORING

LOCATION COORDINATES

NAVD 88

Diver Operated Vibracore

DRILLING LOG

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORING

VERTICAL

INCLINED

0.0 Ft.

BCVC-09-02

Panama City Beach Sand Search

Bay County, FL

AUTO HAMMER

MANUAL HAMMER

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

BEARING5. DIRECTION OF BORING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

NAD 1983Florida State Plane North

02-15-09 14:02

0.0

6. THICKNESS OF OVERBURDEN

X = 1,582,591 Y = 399,796

CONTRACTOR FILE NO.

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING 15.0 Ft.

Coastal Planning & Engineering, Inc.

B O

X O

R S

A M

P

LE

JUN 02

MODIFIED FOR THE FLORIDA DEP

JUN 04

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

ELEV.

(ft)

DEPTH

(ft)

BCVC-09-02

SHEET 1

OF 1 SHEETS

SAJ FORM 1836

LE

G

E N

D

REC.

Boring Designation

REMARKS

Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.

D R

Y C

O

LO

R L

O G

B C

V C

_0 9_

S 1.

G P

J J

P B

R A

Z

IL

.G D

T

/2

Jetted to 13.0'.

fragments, trace shell hash, trace silt, trace whole shell, shell fragments up to 1.0", whole shells up to 1.5", light gray (5Y-7/1), (SW).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments and whole shells typically up to 0.75", (2.75"x1.75") shell fragment @ 14.7', (1.5"x1.25") shell fragment @ 15.2', 1.0" clay layer @ 15.4', 1.5" fine to medium grained layer @ 15.7', 1.5" silty pocket @ 16.3', 0.5" clayey pocket @ 16.5', 2.5" shelly pocket @ 16.5', gray (5Y-6/1), (SW).

SAND, fine grained, quartz, trace silt, 0.75" silty pockets @ 17.0', 17.7', and 19.0', white

(2.5Y-8/1), (SP).

End of Boring

13.0

14.0

16.7

21.3

-48.0

-49.0

-51.7

-56.3

VC-04A

#5

Sample #1, Depth = 13.5' Mean (mm): 0.40, Fines (230): 0.87% (SW) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1

Sample #2, Depth = 15.0' Mean (mm): 0.20, Fines (230): 1.76% (SW) Dry Color: 2.5Y-7/1, Washed Color: 2.5Y-8/1

Sample #VC-04A #5, Depth = 16.7' - 21.3'

COMPLETED

VERTICALHORIZONTAL

CPE

8.3 Ft.

PB

10. COORDINATE SYSTEM/DATUM

3.0 In.

-35.0 Ft.

-35.0

02-15-09 15:15

STARTED

DIVISION INSTALLATION

16. ELEVATION TOP OF BORING

17. TOTAL RECOVERY FOR BORING

LOCATION COORDINATES

NAVD 88

Diver Operated Vibracore

DRILLING LOG

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORING

VERTICAL

INCLINED

0.0 Ft.

BCVC-09-02A

Panama City Beach Sand Search

Bay County, FL

AUTO HAMMER

MANUAL HAMMER

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

BEARING5. DIRECTION OF BORING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

NAD 1983Florida State Plane North

02-15-09 15:05

0.0

6. THICKNESS OF OVERBURDEN

X = 1,582,611 Y = 399,802

CONTRACTOR FILE NO.

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING 21.3 Ft.

Coastal Planning & Engineering, Inc.

B O

X O

R S

A M

P

LE

JUN 02

MODIFIED FOR THE FLORIDA DEP

JUN 04

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

ELEV.

(ft)

DEPTH

(ft)

BCVC-09-02A

SHEET 1

OF 1 SHEETS

SAJ FORM 1836

LE

G

E N

D

REC.

Boring Designation

REMARKS

Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.

D R

Y C

O

LO

R L

O G

B C

V C

_0 9_

S 1.

G P

J J

P B

R A

Z

IL

.G D

T

/2

SAND, fine to medium grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments up to 0.75", whole shells up to 1.0", light gray (5Y-7/2), (SW).

SAND, fine to medium grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments up to 1.5", whole shells up to 1.0", 0.75" silty pocket @

4.1', 1.0" clayey pocket @ 4.2', 0.5" silty pocket @ 5.6', white (5Y-8/1), (SW).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, shell fragments up to 0.5", 1.5" silty pocket @ 5.8', 1.0" silty pocket @ 6.4', 0.5" silty pocket @ 7.3', 1.5" pocket of some shell @ 7.5', white

(5Y-8/1), (SP).

Shelly SAND, trace silt, shell component is shell hash, shell fragments up to 2.0" and whole shells up to 1.0", light gray (5Y-7/1), (SW).

SAND, fine grained, quartz, trace shell hash, trace silt, 1.0" clayey pocket @ 8.6', gray

(5Y-6/1), (SP).

SAND, fine grained, quartz, trace organics, trace shell fragments, trace shell hash, trace silt, shell fragments up to 0.75", silt distributed in laminae, clayey lamina @ 11.8', light olive gray (5Y-6/2), (SW).

SAND, fine grained, quartz, trace organics, trace shell hash, trace silt, 1.0" clayey pocket @ 13.7', (1.5"x0.75") shell fragment @ 13.7', 1.5" pocket of some shell @ 13.8', light olive gray

(5Y-6/2), (SW).

SAND, fine grained, quartz, trace silt, trace silty pockets typically up to 0.25", (1.25"x0.5") silty pocket @ 17.2', light gray (2.5Y-7/1), (SP).

No Recovery.

End of Boring

0.9

5.7

8.0 8.5

10.2

12.8

14.0

18.0

20.0

-38.9

-43.7

-46.0 -46.5

-48.2

-50.8

-52.0

-56.0

-58.0

Sample #1, Depth = 0.4' Mean (mm): 0.42, Fines (230): 1.27% (SW) Dry Color: 5Y-7/2, Washed Color: 5Y-8/1

Sample #2, Depth = 3.0' Mean (mm): 0.39, Fines (230): 1.23% (SW) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1

Sample #3, Depth = 7.0' Mean (mm): 0.36, Fines (230): 0.73% (SP) Dry Color: 2.5Y-8/1, Washed Color: 2.5Y-8/1 Sample #4, Depth = 8.3' Mean (mm): 0.65, Fines (230): 1.52% (SW) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1 Sample #5, Depth = 9.4' Mean (mm): 0.14, Fines (230): 1.67% (SP) Dry Color: 2.5Y-7/1, Washed Color: 2.5Y-8/1

Sample #6, Depth = 11.5' Mean (mm): 0.20, Fines (230): 2.90% (SW) Dry Color: 5Y-7/1, Washed Color: 2.5Y-8/1

Sample #7, Depth = 13.5' Mean (mm): 0.32, Fines (230): 2.35% (SW) Dry Color: 2.5Y-7/2, Washed Color: 2.5Y-7/1

Sample #8, Depth = 16.5' Mean (mm): 0.29, Fines (230): 1.16% (SP) Dry Color: 2.5Y-7/2, Washed Color: 2.5Y-8/1

COMPLETED

VERTICALHORIZONTAL

CPE

18 Ft.

KD

10. COORDINATE SYSTEM/DATUM

3.0 In.

-38.0 Ft.

-38.0

02-15-09 16:40

STARTED

DIVISION INSTALLATION

16. ELEVATION TOP OF BORING

17. TOTAL RECOVERY FOR BORING

LOCATION COORDINATES

NAVD 88

Diver Operated Vibracore

DRILLING LOG

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORING

VERTICAL

INCLINED

0.0 Ft.

BCVC-09-03

Panama City Beach Sand Search

Bay County, FL

AUTO HAMMER

MANUAL HAMMER

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

BEARING5. DIRECTION OF BORING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

NAD 1983Florida State Plane North

02-15-09 16:24

0.0

6. THICKNESS OF OVERBURDEN

X = 1,582,621 Y = 398,878

CONTRACTOR FILE NO.

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING 20.0 Ft.

Coastal Planning & Engineering, Inc.

B O

X O

R S

A M

P

LE

JUN 02

MODIFIED FOR THE FLORIDA DEP

JUN 04

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

ELEV.

(ft)

DEPTH

(ft)

BCVC-09-03

SHEET 1

OF 1 SHEETS

SAJ FORM 1836

LE

G

E N

D

REC.

Boring Designation

REMARKS

Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.

D R

Y C

O

LO

R L

O G

B C

V C

_0 9_

S 1.

G P

J J

P B

R A

Z

IL

.G D

T

/2 trace silt, 1.0" clayey layer @ 0.9', gray

(5Y-6/1), (SP).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments and whole shells up to 1.25", silt distributed in pockets up to 0.25", light gray (5Y-7/1), (SW).

SAND, fine to medium grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments up to 2.75", whole shells up to 1.5", silt distributed in pockets up to 0.75", 1.0" pocket of some shell @ 4.2', light gray (5Y-7/1), (SP).

SAND, fine to medium grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments up to 2.75", whole shells up to 1.5", silt distributed in pockets up to 0.75", 1.0" pocket of organics @ 7.5', light gray (5Y-7/1), (SW).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, shell fragments up to 1.5", 0.25" silt pocket @ 10.6', gray (5Y-6/1), (SP).

No Recovery.

End of Boring

1.1

3.7

7.2

10.1

11.8

12.8

-35.5

-38.1

-41.6

-44.5

-46.2

-47.2

Sample #1, Depth = 0.5' Mean (mm): 0.22, Fines (230): 1.33% (SP) Dry Color: 5Y-7/2, Washed Color: 5Y-8/1

Sample #2, Depth = 2.0' Mean (mm): 0.25, Fines (230): 1.18% (SW) Dry Color: 2.5Y-8/1, Washed Color: 2.5Y-8/1

Sample #3, Depth = 5.6' Mean (mm): 0.40, Fines (230): 1.22% (SP) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1

Sample #4, Depth = 8.8' Mean (mm): 0.38, Fines (230): 1.35% (SW) Dry Color: 2.5Y-8/1, Washed Color: 2.5Y-8/1

Sample #5, Depth = 10.9' Mean (mm): 0.17, Fines (230): 2.05% (SP) Dry Color: 2.5Y-7/1, Washed Color: 2.5Y-7/1

COMPLETED

VERTICALHORIZONTAL

CPE

11.8 Ft.

PB

10. COORDINATE SYSTEM/DATUM

3.0 In.

-34.4 Ft.

-34.4

02-16-09 09:36

STARTED

DIVISION INSTALLATION

16. ELEVATION TOP OF BORING

17. TOTAL RECOVERY FOR BORING

LOCATION COORDINATES

NAVD 88

Diver Operated Vibracore

DRILLING LOG

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORING

VERTICAL

INCLINED

0.0 Ft.

BCVC-09-04

Panama City Beach Sand Search

Bay County, FL

AUTO HAMMER

MANUAL HAMMER

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

BEARING5. DIRECTION OF BORING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

NAD 1983Florida State Plane North

02-16-09 09:24

0.0

6. THICKNESS OF OVERBURDEN

X = 1,583,497 Y = 399,283

CONTRACTOR FILE NO.

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING 12.8 Ft.

Coastal Planning & Engineering, Inc.

B O

X O

R S

A M

P

LE

JUN 02

MODIFIED FOR THE FLORIDA DEP

JUN 04

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

ELEV.

(ft)

DEPTH

(ft)

BCVC-09-04

SHEET 1

OF 1 SHEETS

SAJ FORM 1836

LE

G

E N

D

REC.

Boring Designation

REMARKS

Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.

D R

Y C

O

LO

R L

O G

B C

V C

_0 9_

S 1.

G P

J J

P B

R A

Z

IL

.G D

T

/2

SAND, fine grained, quartz, trace clay, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments up to 2.25", whole shells up to 2.0", clay distributed in pockets up to 1.0", light olive gray (5Y-6/2), (SW-SM).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments typically up to

1.25", whole shells up to 1.0", (3.0"x1.75") shell fragment @ 11.3', silt distributed in pockets up to 0.25", gray (5Y-6/1), (SP).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, shell fragments up to 0.25", silt distributed in pockets up to 0.25", silt content increases with depth, 1.0" medium grained layer @ 14.2', gray

(2.5Y-6/1), (SW).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments and whole shells typically up to 1.0", (2.75"x2.0") shell fragment @ 15.4', silt distributed in pockets up to 0.75", light brownish gray (2.5Y-6/2), (SP).

SAND, fine grained, quartz, trace silt, white

(2.5Y-8/1), (SP).

No Recovery.

End of Boring

10.0 10.5

13.7

14.8

17.3

19.0 19.2

-44.4 -44.9

-48.1

-49.2

-51.7

-53.4 -53.6

Sample #1, Depth = 10.2' Mean (mm): 0.40, Fines (230): 6.26% (SW-SM) Dry Color: 2.5Y-7/2, Washed Color: 2.5Y-7/1

Sample #2, Depth = 12.3' Mean (mm): 0.15, Fines (230): 1.77% (SP) Dry Color: 2.5Y-7/1, Washed Color: 2.5Y-8/1

Sample #3, Depth = 14.5' Mean (mm): 0.15, Fines (230): 3.60% (SW) Dry Color: 2.5Y-7/1, Washed Color: 2.5Y-8/1

Sample #4, Depth = 16.0' Mean (mm): 0.28, Fines (230): 2.40% (SP) Dry Color: 2.5Y-7/1, Washed Color: 2.5Y-8/1

Sample #5, Depth = 18.2' Mean (mm): 0.25, Fines (230): 0.83% (SP) Dry Color: 2.5Y-8/1, Washed Color: 2.5Y-8/1

COMPLETED

VERTICALHORIZONTAL

CPE

9 Ft.

PB

10. COORDINATE SYSTEM/DATUM

3.0 In.

-34.4 Ft.

-34.4

02-16-09 11:13

STARTED

DIVISION INSTALLATION

16. ELEVATION TOP OF BORING

17. TOTAL RECOVERY FOR BORING

LOCATION COORDINATES

NAVD 88

Diver Operated Vibracore

DRILLING LOG

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORING

VERTICAL

INCLINED

0.0 Ft.

BCVC-09-04A

Panama City Beach Sand Search

Bay County, FL

AUTO HAMMER

MANUAL HAMMER

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

BEARING5. DIRECTION OF BORING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

NAD 1983Florida State Plane North

02-16-09 11:07

0.0

6. THICKNESS OF OVERBURDEN

X = 1,583,502 Y = 399,287

CONTRACTOR FILE NO.

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING 19.2 Ft.

Coastal Planning & Engineering, Inc.

B O

X O

R S

A M

P

LE

JUN 02

MODIFIED FOR THE FLORIDA DEP

JUN 04

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

ELEV.

(ft)

DEPTH

(ft)

BCVC-09-04A

SHEET 1

OF 1 SHEETS

SAJ FORM 1836

LE

G

E N

D

REC.

Boring Designation

REMARKS

Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.

D R

Y C

O

LO

R L

O G

B C

V C

_0 9_

S 1.

G P

J J

P B

R A

Z

IL

.G D

T

/2 trace silt, 0.5" silty pockets @ 0.5' and 0.6', light olive gray (5Y-6/2), (SP).

SAND, fine grained, quartz, trace shell hash, trace silt, silt distributed in pockets up to 0.25", 1.5" pocket of little shell @ 1.8', light gray

(5Y-7/2), (SP).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments typically up to 0.5", whole shells up to 0.75", silt distributed in pockets up to 0.5", 0.5" clayey pocket @ 2.2', 1.0" pocket of little shell @ 3.2', (2.0"x1.0") shell fragment @ 4.1', white (5Y-8/1), (SW).

SAND, fine to medium grained, quartz, little shell hash, trace shell fragments, trace silt, trace whole shell, shell fragments and whole shells up to 1.0", 0.5" silty pocket @ 6.3', light gray (5Y-7/1), (SW).

No Recovery.

End of Boring

0.9

2.0

5.9 6.5

8.8

-37.4

-38.5

-42.4 -43.0

-45.3

Sample #1, Depth = 0.4' Mean (mm): 0.18, Fines (230): 1.68% (SP) Dry Color: 5Y-7/2, Washed Color: 2.5Y-7/2 Sample #2, Depth = 1.5' Mean (mm): 0.23, Fines (230): 0.99% (SP) Dry Color: 5Y-8/2, Washed Color: 5Y-8/1

Sample #3, Depth = 4.0' Mean (mm): 0.28, Fines (230): 1.29% (SW) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1

Sample #4, Depth = 6.2' Mean (mm): 0.66, Fines (230): 1.72% (SW) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1

COMPLETED

VERTICALHORIZONTAL

CPE

6.5 Ft.

KD

10. COORDINATE SYSTEM/DATUM

3.0 In.

-36.5 Ft.

-36.5

02-16-09 13:36

STARTED

DIVISION INSTALLATION

16. ELEVATION TOP OF BORING

17. TOTAL RECOVERY FOR BORING

LOCATION COORDINATES

NAVD 88

Diver Operated Vibracore

DRILLING LOG

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORING

VERTICAL

INCLINED

0.0 Ft.

BCVC-09-05

Panama City Beach Sand Search

Bay County, FL

AUTO HAMMER

MANUAL HAMMER

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

BEARING5. DIRECTION OF BORING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

NAD 1983Florida State Plane North

02-16-09 13:18

0.0

6. THICKNESS OF OVERBURDEN

X = 1,583,533 Y = 398,406

CONTRACTOR FILE NO.

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING 8.8 Ft.

Coastal Planning & Engineering, Inc.

B O

X O

R S

A M

P

LE

JUN 02

MODIFIED FOR THE FLORIDA DEP

JUN 04

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

ELEV.

(ft)

DEPTH

(ft)

BCVC-09-05

SHEET 1

OF 1 SHEETS

SAJ FORM 1836

LE

G

E N

D

REC.

Boring Designation

REMARKS

Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.

D R

Y C

O

LO

R L

O G

B C

V C

_0 9_

S 1.

G P

J J

P B

R A

Z

IL

.G D

T

/2

Jetted to 5.1'.

fragments, trace shell hash, trace silt, shell fragments up to 0.75", (2.0"x1.0") whole shell @ 5.9', white (5Y-8/1), (SW).

SAND, fine to medium grained, quartz, little shell hash, trace shell fragments, trace silt, shell fragments up to 1.5", (3.0"x2.0") whole shells @ 6.1', 6.4' and 7.2', 0.25" organic pocket @ 6.6', 0.5" silty pockets @ 6.7' and 6.8', light gray

(5Y-7/1), (SW).

SAND, fine to medium grained, quartz, trace shell fragments, trace shell hash, trace silt, shell fragments typically up to 1.25", 0.25" silty pocket @ 8.7', (2.0"x1.5") shell fragment @

9.1', 1.0" pocket of little shell hash @ 9.4', white

(5Y-8/1), (SW).

No Recovery.

End of Boring

5.1

6.0

7.5

9.7 9.8

-41.5

-42.4

-43.9

-46.1 -46.2

VC-05 #3

VC-05 #4

Sample #VC-05 #3, Depth = 5.1' - 6.0'

Sample #VC-05 #4, Depth = 6.0' - 7.5'

Sample #1, Depth = 8.4' Mean (mm): 0.41, Fines (230): 1.22% (SW) Dry Color: 2.5Y-8/1, Washed Color: 2.5Y-8/1

COMPLETED

VERTICALHORIZONTAL

CPE

4.6 Ft.

KD

10. COORDINATE SYSTEM/DATUM

3.0 In.

-36.4 Ft.

-36.4

02-16-09 14:11

STARTED

DIVISION INSTALLATION

16. ELEVATION TOP OF BORING

17. TOTAL RECOVERY FOR BORING

LOCATION COORDINATES

NAVD 88

Diver Operated Vibracore

DRILLING LOG

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORING

VERTICAL

INCLINED

0.0 Ft.

BCVC-09-05A

Panama City Beach Sand Search

Bay County, FL

AUTO HAMMER

MANUAL HAMMER

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

BEARING5. DIRECTION OF BORING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

NAD 1983Florida State Plane North

02-16-09 14:01

0.0

6. THICKNESS OF OVERBURDEN

X = 1,583,543 Y = 398,409

CONTRACTOR FILE NO.

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING 9.8 Ft.

Coastal Planning & Engineering, Inc.

B O

X O

R S

A M

P

LE

JUN 02

MODIFIED FOR THE FLORIDA DEP

JUN 04

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

ELEV.

(ft)

DEPTH

(ft)

BCVC-09-05A

SHEET 1

OF 1 SHEETS

SAJ FORM 1836

LE

G

E N

D

REC.

Boring Designation

REMARKS

Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.

D R

Y C

O

LO

R L

O G

B C

V C

_0 9_

S 1.

G P

J J

P B

R A

Z

IL

.G D

T

/2

Jetted to 8.0'.

SAND, fine to medium grained, quartz, little shell hash, trace shell fragments, trace silt, trace whole shell, shell typically up to 1.5", (3.0"x2.0") whole shell @ 8.2', light gray

(5Y-7/1), (SW).

SAND, fine to medium grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shells up to 1.0", (2.5"x1.0") silty pocket @ 9.0', 0.5" silty pocket @ 9.5', white (5Y-8/1), (SW).

SAND, fine to medium grained, quartz, trace shell fragments, trace shell hash, trace silt, shell fragments up to 1.25", 0.25" organic pocket @

10.4', gray (5Y-6/1), (SW).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, shell fragments typically up to 0.75", 0.75" silty pocket @ 10.7', 0.25" organic pocket @ 11.5', (1.75"x1.25") shell fragment @ 11.1', (2.0"x0.5") clayey pocket @ 11.9', 0.5" clayey pocket @ 12.1', gray (5Y-6/1), (SP).

SAND, fine to medium grained, quartz, trace shell fragments, trace shell hash, trace silt, shell fragments up to 1.0", (1.25"x0.75") whole shell

@ 12.2', light gray (5Y-7/1), (SW).

SAND, fine grained, quartz, trace shell hash, trace silt, 0.75" whole shell @ 13.1', 0.5" silty pockets @ 13.4', 13.6' and 13.7', light gray

(5Y-7/1), (SP).

SAND, fine grained, quartz, trace silt, silt distributed in laminae, 1.0" crab claw @ 14.2', 0.75" clayey layer @ base, gray (5Y-6/1), (SP).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, silt distributed in pockets typically up to 0.5", shell fragments up to 1.0", (2.0"x1.0") silty pocket @

15.0', gray (5Y-6/1), (SW).

SAND, fine grained, quartz, trace silt, silt distributed in laminae, 1.0" clayey pocket @ 17.0', gray (5Y-6/1), (SP).

SILT, some sand, trace clay, trace shell fragments, trace shell hash, shell fragments typically up to 0.75", (1.5"x0.75") shell fragment @ 17.4', dark olive gray (5Y-3/2), (SM).

No Recovery.

End of Boring

8.0 8.3

10.0 10.4 12.1 12.6 14.0 14.7 16.5 17.2

21.9 22.0

-44.7 -45.0 -46.7 -47.1 -48.8 -49.3 -50.7 -51.4 -53.2 -53.9

-58.6 -58.7

VC-05 #4

VC-05A

#1

Sample #VC-05 #4, Depth = 8.0' - 8.3' Sample #VC-05A #1, Depth = 8.3' - 10.0' Sample #1, Depth = 10.2' Mean (mm): 0.45, Fines (230): 1.15% (SW) Dry Color: 5Y-7/1, Washed Color: 5Y-8/1 Sample #2, Depth = 11.3' Mean (mm): 0.16, Fines (230): 1.55% (SP) Dry Color: 2.5Y-7/1, Washed Color: 2.5Y-8/1 Sample #3, Depth = 12.4' Mean (mm): 0.35, Fines (230): 1.42% (SW) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1 Sample #4, Depth = 13.2' Mean (mm): 0.25, Fines (230): 1.51% (SP) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1 Sample #5, Depth = 14.4' Mean (mm): 0.16, Fines (230): 2.51% (SP) Dry Color: 5Y-7/1, Washed Color: 5Y-8/1 Sample #6, Depth = 15.2' Mean (mm): 0.18, Fines (230): 3.13% (SW) Dry Color: 2.5Y-7/1, Washed Color: 2.5Y-8/1

COMPLETED

VERTICALHORIZONTAL

CPE

13.9 Ft.

KD

10. COORDINATE SYSTEM/DATUM

3.0 In.

-36.7 Ft.

-36.7

02-21-09 10:20

STARTED

DIVISION INSTALLATION

16. ELEVATION TOP OF BORING

17. TOTAL RECOVERY FOR BORING

LOCATION COORDINATES

NAVD 88

Diver Operated Vibracore

DRILLING LOG

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORING

VERTICAL

INCLINED

0.0 Ft.

BCVC-09-05B

Panama City Beach Sand Search

Bay County, FL

AUTO HAMMER

MANUAL HAMMER

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

BEARING5. DIRECTION OF BORING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

NAD 1983Florida State Plane North

02-21-09 10:13

0.0

6. THICKNESS OF OVERBURDEN

X = 1,583,479 Y = 398,427

CONTRACTOR FILE NO.

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING 22.0 Ft.

Coastal Planning & Engineering, Inc.

B O

X O

R S

A M

P

LE

JUN 02

MODIFIED FOR THE FLORIDA DEP

JUN 04

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

ELEV.

(ft)

DEPTH

(ft)

BCVC-09-05B

SHEET 1

OF 1 SHEETS

SAJ FORM 1836

LE

G

E N

D

REC.

Boring Designation

REMARKS

Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.

D R

Y C

O

LO

R L

O G

B C

V C

_0 9_

S 1.

G P

J J

P B

R A

Z

IL

.G D

T

/2 trace silt, 2 (0.75") shell fragments @ 0.9', light gray (5Y-7/2), (SP).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, shell fragments typically up to 0.5", silt distributed in pockets typically up to 0.25", 3 (2.0"x1.0") shell fragments @ 1.4', (1.0"x0.5") silty pocket @ 1.7', light gray (5Y-7/1), (SW).

SAND, fine grained, quartz, trace shell hash, trace silt, (1.0"x0.5") silty pocket @ 2.1', (1.0"x0.25") clayey pocket @ 2.5', white

(5Y-8/1), (SP).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, shell fragments up to 0.75", silt distributed in pockets up to 0.25", (0.75"x0.25") clayey pocket @ 3.0', light gray (5Y-7/1), (SP).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, shell fragments up to 0.75", 0.75" whole shell @ 6.0', 0.25" silty pockets @ 7.5' and 7.8', white

(5Y-8/1), (SP).

SAND, fine to medium grained, quartz, little shell fragments, trace clay, trace silt, trace whole shell, shell fragments and whole shells up to 1.25", clay distributed in pockets up to

0.5", light gray (5Y-7/1), (SW).

SAND, fine grained, quartz, trace silt, trace whole shell, whole shells typically up to 0.5", silt distributed in pockets up to 0.25", (3.0"x1.5") whole shell @ 9.8', light gray (5Y-7/1), (SP).

End of Boring

1.0

2.0

2.9

5.7

9.0

9.7

11.6

-35.7

-36.7

-37.6

-40.4

-43.7

-44.4

-46.3

Sample #1, Depth = 0.5' Mean (mm): 0.22, Fines (230): 1.15% (SP) Dry Color: 5Y-7/2, Washed Color: 5Y-8/2 Sample #2, Depth = 1.6' Mean (mm): 0.29, Fines (230): 1.34% (SW) Dry Color: 5Y-7/1, Washed Color: 2.5Y-8/1 Sample #3, Depth = 2.3' Mean (mm): 0.24, Fines (230): 1.05% (SP) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1 Sample #4, Depth = 4.2' Mean (mm): 0.22, Fines (230): 1.37% (SP) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1

Sample #5, Depth = 7.0' Mean (mm): 0.31, Fines (230): 0.97% (SP) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1

Sample #6, Depth = 9.4' Mean (mm): 0.65, Fines (230): 1.22% (SW) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1

COMPLETED

VERTICALHORIZONTAL

CPE

11.6 Ft.

KD

10. COORDINATE SYSTEM/DATUM

3.0 In.

-34.7 Ft.

-34.7

02-17-09 09:46

STARTED

DIVISION INSTALLATION

16. ELEVATION TOP OF BORING

17. TOTAL RECOVERY FOR BORING

LOCATION COORDINATES

NAVD 88

Diver Operated Vibracore

DRILLING LOG

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORING

VERTICAL

INCLINED

0.0 Ft.

BCVC-09-08

Panama City Beach Sand Search

Bay County, FL

AUTO HAMMER

MANUAL HAMMER

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

BEARING5. DIRECTION OF BORING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

NAD 1983Florida State Plane North

02-17-09 09:39

0.0

6. THICKNESS OF OVERBURDEN

X = 1,587,575 Y = 396,446

CONTRACTOR FILE NO.

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING 11.6 Ft.

Coastal Planning & Engineering, Inc.

B O

X O

R S

A M

P

LE

JUN 02

MODIFIED FOR THE FLORIDA DEP

JUN 04

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

ELEV.

(ft)

DEPTH

(ft)

BCVC-09-08

SHEET 1

OF 1 SHEETS

SAJ FORM 1836

LE

G

E N

D

REC.

Boring Designation

REMARKS

Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.

D R

Y C

O

LO

R L

O G

B C

V C

_0 9_

S 1.

G P

J J

P B

R A

Z

IL

.G D

T

/2

Jetted to 10.8'.

trace silt, (2.5"x1.0") shell fragment @ 10.9', (1.5"x1.0") shell fragment @ 10.9', 1.0" whole shell @ 10.9', 0.75" silty pocket @ 11.7', light gray (5Y-7/1), (SP).

SAND, fine grained, quartz, trace organics, trace shell hash, trace silt, 1.0" clayey pocket @ 13.3', silt distributed in pockets up to 0.5", 0.75" shell fragment @ 14.8', light gray (5Y-7/1), (SP).

SAND, fine grained, quartz, trace silt, silt distributed in pockets up to 0.5", light gray

(5Y-7/1), (SP).

SAND, fine grained, quartz, trace organics, trace silt, silty lamina @ 19.8', gray (5Y-6/1), (SP).

SAND, fine grained, quartz, trace organics, trace silt, 0.5" clayey pocket @ 20.1', gray

(5Y-6/1), (SP).

End of Boring

10.8

13.2

16.1

18.9

19.9

21.5

-45.6

-48.0

-50.9

-53.7

-54.7

-56.3

VC-08 #4

Sample #VC-08 #4, Depth = 10.8' - 13.2'

Sample #1, Depth = 14.5' Mean (mm): 0.24, Fines (230): 1.35% (SP) Dry Color: 2.5Y-8/1, Washed Color: 2.5Y-8/1

Sample #2, Depth = 17.5' Mean (mm): 0.17, Fines (230): 1.50% (SP) Dry Color: 2.5Y-8/1, Washed Color: 2.5Y-8/1

Sample #3, Depth = 19.4' Mean (mm): 0.15, Fines (230): 2.75% (SP) Dry Color: 2.5Y-7/1, Washed Color: 2.5Y-7/1 Sample #4, Depth = 20.7' Mean (mm): 0.15, Fines (230): 1.97% (SP) Dry Color: 2.5Y-7/1, Washed Color: 2.5Y-7/1

COMPLETED

VERTICALHORIZONTAL

CPE

10.7 Ft.

KD

10. COORDINATE SYSTEM/DATUM

3.0 In.

-34.8 Ft.

-34.8

02-17-09 10:37

STARTED

DIVISION INSTALLATION

16. ELEVATION TOP OF BORING

17. TOTAL RECOVERY FOR BORING

LOCATION COORDINATES

NAVD 88

Diver Operated Vibracore

DRILLING LOG

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORING

VERTICAL

INCLINED

0.0 Ft.

BCVC-09-08A

Panama City Beach Sand Search

Bay County, FL

AUTO HAMMER

MANUAL HAMMER

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

BEARING5. DIRECTION OF BORING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

NAD 1983Florida State Plane North

02-17-09 10:33

0.0

6. THICKNESS OF OVERBURDEN

X = 1,587,553 Y = 396,433

CONTRACTOR FILE NO.

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING 21.5 Ft.

Coastal Planning & Engineering, Inc.

B O

X O

R S

A M

P

LE

JUN 02

MODIFIED FOR THE FLORIDA DEP

JUN 04

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

ELEV.

(ft)

DEPTH

(ft)

BCVC-09-08A

SHEET 1

OF 1 SHEETS

SAJ FORM 1836

LE

G

E N

D

REC.

Boring Designation

REMARKS

Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.

D R

Y C

O

LO

R L

O G

B C

V C

_0 9_

S 1.

G P

J J

P B

R A

Z

IL

.G D

T

/2 trace silt, light olive gray (5Y-6/2), (SP).

SAND, fine grained, quartz, trace shell hash, trace silt, silt distributed in pockets up to 0.5", 3 (0.75") shell fragments @ 1.5', (3.0"x2.0") shell fragment @ 1.4', light gray (5Y-7/2), (SP).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, shell fragments typically up to 0.5", silt distributed in pockets up to 0.5", 1.5" shell fragment @ 1.6', 1.0" shell fragment @ 1.6', light gray (5Y-7/1), (SP).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments up to 1.0", whole shells up to 0.75", 0.5" silty pockets @ 4.2' and 4.7', (1.0"x0.5") crab claw @ 4.6', white

(5Y-8/1), (SW).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, shell fragments up to 1.0", (2.0"x1.0") silty pockets @

5.2' and 5.9', shell hash lamina @ 5.5', light gray (5Y-7/1), (SP).

SAND, fine to medium grained, quartz, trace shell fragments, trace shell hash, trace silt, shell fragments up to 1.25", 2 (0.25") clayey pockets

@ 8.6', 1.0" clayey pocket @ 8.6', white

(5Y-8/1), (SP).

SAND, fine to medium grained, quartz, little shell hash, trace shell fragments, trace silt, shell fragments up to 1.0", 1.0" clayey pockets @ 9.4', 9.6' and 9.9', (3.0"x1.5") whole shell @

9.9', white (5Y-8/1), (SW).

End of Boring

0.6

1.5

3.7

5.0

6.0

9.1

11.0

-35.8

-36.7

-38.9

-40.2

-41.2

-44.3

-46.2

Sample #1, Depth = 0.3' Mean (mm): 0.18, Fines (230): 1.26% (SP) Dry Color: 5Y-8/2, Washed Color: 5Y-8/2 Sample #2, Depth = 1.1' Mean (mm): 0.23, Fines (230): 1.21% (SP) Dry Color: 5Y-7/1, Washed Color: 5Y-7/1 Sample #3, Depth = 2.7' Mean (mm): 0.23, Fines (230): 1.13% (SP) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1 Sample #4, Depth = 4.4' Mean (mm): 0.46, Fines (230): 1.03% (SW) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1 Sample #5, Depth = 5.6' Mean (mm): 0.34, Fines (230): 1.50% (SP) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1 Sample #6, Depth = 7.5' Mean (mm): 0.38, Fines (230): 1.00% (SP) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1

Sample #7, Depth = 10.3' Mean (mm): 0.52, Fines (230): 1.59% (SW) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1

COMPLETED

VERTICALHORIZONTAL

CPE

11 Ft.

KD

10. COORDINATE SYSTEM/DATUM

3.0 In.

-35.2 Ft.

-35.2

02-17-09 11:59

STARTED

DIVISION INSTALLATION

16. ELEVATION TOP OF BORING

17. TOTAL RECOVERY FOR BORING

LOCATION COORDINATES

NAVD 88

Diver Operated Vibracore

DRILLING LOG

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORING

VERTICAL

INCLINED

0.0 Ft.

BCVC-09-09

Panama City Beach Sand Search

Bay County, FL

AUTO HAMMER

MANUAL HAMMER

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

BEARING5. DIRECTION OF BORING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

NAD 1983Florida State Plane North

02-17-09 11:55

0.0

6. THICKNESS OF OVERBURDEN

X = 1,586,692 Y = 396,879

CONTRACTOR FILE NO.

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING 11.0 Ft.

Coastal Planning & Engineering, Inc.

B O

X O

R S

A M

P

LE

JUN 02

MODIFIED FOR THE FLORIDA DEP

JUN 04

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

ELEV.

(ft)

DEPTH

(ft)

BCVC-09-09

SHEET 1

OF 1 SHEETS

SAJ FORM 1836

LE

G

E N

D

REC.

Boring Designation

REMARKS

Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.

D R

Y C

O

LO

R L

O G

B C

V C

_0 9_

S 1.

G P

J J

P B

R A

Z

IL

.G D

T

/2 shell fragments, trace shell hash, trace silt, shell fragments typically up to 0.25", silt distributed in pockets typically up to 0.25", (1.25"x0.75") shell fragment @ 10.4', (1.25"x0.5") whole shell @ 10.4', (2.0"x0.75") whole shell @ 10.5', 1.0" silty pockets @ 11.0' and 11.1', light gray (5Y-7/1), (SP).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, shell fragments up to 0.25", 0.25" silty pocket @

11.5', white (2.5Y-8/1), (SP).

SAND, fine to medium grained, quartz, little shell hash, trace shell fragments, trace silt, trace whole shell, shell fragments typically up to 1.25", whole shells up to 1.0", 2.0" layer of some shell @ 12.4', 1.5" shelly layer @ 13.8', 0.75" pocket of organics @ 13.8', shell fragments up to 3.0" from 14.9' to 15.2', light gray (5Y-7/1), (SP).

SAND, fine grained, quartz, trace shell fragments, trace shell hash, trace silt, silt distributed in pockets up to 0.5", shell fragments up to 1.25", 1.0" silty layer @ 15.3', gray

(5Y-6/1), (SP).

No Recovery.

End of Boring

10.0

11.3

12.2

15.2

21.1 21.2

-45.2

-46.5

-47.4

-50.4

-56.3 -56.4

Sample #1, Depth = 10.6' Mean (mm): 0.54, Fines (230): 1.07% (SP) Dry Color: 5Y-7/1, Washed Color: 5Y-8/1 Sample #2, Depth = 11.8' Mean (mm): 0.30, Fines (230): 1.24% (SP) Dry Color: 2.5Y-8/1, Washed Color: 2.5Y-8/1

Sample #3, Depth = 13.5' Mean (mm): 0.42, Fines (230): 1.02% (SP) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1

Sample #4, Depth = 18.9' Mean (mm): 0.16, Fines (230): 1.58% (SP) Dry Color: 2.5Y-7/1, Washed Color: 2.5Y-8/1

COMPLETED

VERTICALHORIZONTAL

CPE

11.1 Ft.

PB

10. COORDINATE SYSTEM/DATUM

3.0 In.

-35.2 Ft.

-35.2

02-17-09 13:21

STARTED

DIVISION INSTALLATION

16. ELEVATION TOP OF BORING

17. TOTAL RECOVERY FOR BORING

LOCATION COORDINATES

NAVD 88

Diver Operated Vibracore

DRILLING LOG

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORING

VERTICAL

INCLINED

0.0 Ft.

BCVC-09-09A

Panama City Beach Sand Search

Bay County, FL

AUTO HAMMER

MANUAL HAMMER

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

BEARING5. DIRECTION OF BORING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

NAD 1983Florida State Plane North

02-17-09 13:11

0.0

6. THICKNESS OF OVERBURDEN

X = 1,586,690 Y = 396,879

CONTRACTOR FILE NO.

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING 21.2 Ft.

Coastal Planning & Engineering, Inc.

B O

X O

R S

A M

P

LE

JUN 02

MODIFIED FOR THE FLORIDA DEP

JUN 04

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

ELEV.

(ft)

DEPTH

(ft)

BCVC-09-09A

SHEET 1

OF 1 SHEETS

SAJ FORM 1836

LE

G

E N

D

REC.

Boring Designation

REMARKS

Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.

D R

Y C

O

LO

R L

O G

B C

V C

_0 9_

S 1.

G P

J J

P B

R A

Z

IL

.G D

T

/2 shell fragments, trace shell hash, trace silt, shell fragments typically up to 0.75", clay distributed in pockets up to 0.25", 1.0" shell hash pocket @ 0.8', 2.0" shell fragment @ 0.8', (1.5"x1.0") shell fragments @ 0.9' and (2) @ 1.3', (0.75"x0.25") whole shell @ 1.3', light gray (5Y-7/2), (SP).

SAND, fine grained, quartz, trace clay, trace shell hash, trace silt, clay distributed in pockets typically up to 0.25", 0.5" silty pocket @ 1.4', 0.5" organic pocket @ 1.4', (2.0"x1.0") clayey pocket @ 4.1', light gray (5Y-7/1), (SP).

SAND, fine to medium grained, quartz, trace clay, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments typically up to 0.75", whole shells up to 1.0", clay distributed in pockets up to 0.5", (2.0"x1.0") silty pocket @ 5.4', 1.5" shell fragment @ 5.5', light gray (5Y-7/1), (SW).

SAND, medium grained, quartz, trace clay, trace shell fragments, trace shell hash, trace silt, trace whole shell, shell fragments typically up to 1.25", whole shells typically up to 1.0", clay distributed in pockets up to 0.5", (1.75"x1.0") shell fragments @ 7.1' and 7.5', (3.0"x1.5") shell fragment @ 7.2', 2.0" whole shell @ 7.3', (1.75"x1.5") shell fragment @ 7.5', (3.0"x2.0") whole shells @ 7.9', 8.0' and 8.2', white (5Y-8/1), (SW).

SAND, fine grained, quartz, trace shell hash, trace silt, 0.5" partially lithified clay pocket @

12.0', white (5Y-8/1), (SP).

No Recovery.

End of Boring

1.4

4.4

6.6

9.5

12.0 12.5

-36.8

-39.8

-42.0

-44.9

-47.4 -47.9

Sample #1, Depth = 0.5' Mean (mm): 0.21, Fines (230): 1.21% (SP) Dry Color: 5Y-7/2, Washed Color: 5Y-7/2

Sample #2, Depth = 2.7' Mean (mm): 0.21, Fines (230): 1.42% (SP) Dry Color: 5Y-7/1, Washed Color: 2.5Y-8/1

Sample #3, Depth = 5.2' Mean (mm): 0.43, Fines (230): 1.81% (SW) Dry Color: 5Y-7/1, Washed Color: 2.5Y-8/1

Sample #4, Depth = 7.7' Mean (mm): 0.45, Fines (230): 1.01% (SW) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1

Sample #5, Depth = 11.0' Mean (mm): 0.26, Fines (230): 1.31% (SP) Dry Color: 5Y-8/1, Washed Color: 5Y-8/1

COMPLETED

VERTICALHORIZONTAL

CPE

12 Ft.

KD

10. COORDINATE SYSTEM/DATUM

3.0 In.

-35.4 Ft.

-35.4

02-20-09 10:55

STARTED

DIVISION INSTALLATION

16. ELEVATION TOP OF BORING

17. TOTAL RECOVERY FOR BORING

LOCATION COORDINATES

NAVD 88

Diver Operated Vibracore

DRILLING LOG

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORING

VERTICAL

INCLINED

0.0 Ft.

BCVC-09-11

Panama City Beach Sand Search

Bay County, FL

AUTO HAMMER

MANUAL HAMMER

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

BEARING5. DIRECTION OF BORING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

NAD 1983Florida State Plane North

02-20-09 10:36

0.0

6. THICKNESS OF OVERBURDEN

X = 1,585,921 Y = 397,288

CONTRACTOR FILE NO.

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING 12.5 Ft.

Coastal Planning & Engineering, Inc.

B O

X O

R S

A M

P

LE

JUN 02

MODIFIED FOR THE FLORIDA DEP

JUN 04

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

ELEV.

(ft)

DEPTH

(ft)

BCVC-09-11

SHEET 1

OF 1 SHEETS

SAJ FORM 1836

LE

G

E N

D

REC.

Boring Designation

REMARKS

Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.

D R

Y C

O

LO

R L

O G

B C

V C

_0 9_

S 1.

G P

J J

P B

R A

Z

IL

.G D

T

/2

Jetted to 7.6'.

SAND, medium grained, quartz, trace clay, trace shell fragments, trace shell hash, trace silt, trace whole shell, whole shells typically up to 1.25", shell fragments typically up to 1.0", clay distributed in pockets typically up to 0.5", (3.0"x2.0") whole…