00_31_32.10_GDR_SBDA.pdf

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 31 32.10

GEOTECHNICAL DATA REPORT

Sand Bypass Dredging Area(SBDA)

-- See Attached Geotechnical Data Report --

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 1

Canaveral Harbor, Florida

SECTION 00 31 32.10 Page 2 k3endjsc Text Box

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 00 31 32.10 Geotechnical Data Report

Sand Bypass Dredging Area

Table of Contents

1.1 SCOPE

1.2 CHARACTER OF MATERIALS

1.2.1 Regional and Local Geology

1.2.2 Materials Encountered

1.3 DEFINITIONS

1.3.1 Definitions of Basic Terms

1.3.2 Current Logging Terms

1.3.3 Previous Logging Terms

1.3.4 Testing and Procedure Methods

1.4 GEOMECHANICAL DATA

1.4.1 Summary of Field Investigations

1.4.2 Summary of Index Testing Data

1.4.3 Boring Log Notes

1.4.4 Recovered Materials

1.4.5 Boring Logs

1.4.6 Laboratory Testing Data

List of Tables

Table 1. Available Boring Data Table 2. Index Testing Available for this Project

List of Plates

Plate 1. Vicinity Map Plate 2. Location of Field Investigations

Canaveral Harbor, Florida

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SECTION 00 31 32.10 Page 4

SECTION 00 31 32.10

Geotechnical Data Report

Sand Bypass Dredging Area

1.1 SCOPE

The information provided in this section encompasses the geotechnical field investigations available for this project. The investigations consist of borings. The associated boring logs and laboratory data are presented in paragraphs 1.4.5 and 1.4.6, respectively. A character of materials paragraph is included to provide a comprehensive description of the materials utilizing historical knowledge of the project area. Also included in this section are definitions of terms and boring log notes, which provide additional explanation of the boring logs and drilling techniques.

Items discussed in the character of materials paragraph may not appear explicitly on the boring logs. Based on historic knowledge of the project area, the character of materials paragraph includes items that supplement the data documented by the boring logs. When reviewing the boring logs, use all of the data on the logs, including the materials description, legend, and blow counts. When evaluating the subsurface conditions, use all of the data, including the character of materials paragraph and boring logs.

During the solicitation period, any questions that pertain to the information provided in this section should be addressed to the contract specialist identified in Block 9 of SF1442. After contract award, questions should be addressed to the appointed ACO/COR, which will coordinate with Geotechnical Branch.

1.2 CHARACTER OF MATERIALS

1.2.1 Regional and Local Geology

The material exposed at the surface consists of unconsolidated white to brown medium to fine-grained quartz sand containing beds of coquina of Pleistocene and Recent age. The thickness of the deposits ranges from less than 20 feet to over 100 feet.

The Pliocene and Late Miocene unconsolidated beds of fine sand, shells, clay, and calcareous clay overlie the Hawthorne Formation and underlie the Pleistocene and Recent deposits.

1.2.2 Materials Encountered

The material to be excavated from the borrow source consists of beach deposits that have shoaled since the area was last excavated. No new investigations have taken place. The historic investigations in the vicinity of the project site (Plates 1 and 2) indicate that the borrow source material generally consists of poorly-graded slightly silty, fine to very fine-grained quartz sand. The material exhibits a shell content averaging 10.5 percent. The mean grain size for the fine-grained sand averages 0.2 mm. The near shore samples are finer (0.17 mm) than the sub-

Canaveral Harbor, Florida

SECTION 00 31 32.10 Page 5 aerial beach samples (0.23 mm) due to the higher shell content of the sub-aerial beach samples. As the material will be placed on the beach, it is important to note that in past bypassing events, secondary construction efforts had to be adopted to retain these sediments on the beach and stop them from freely running into the ocean, due to the fineness of the sand.

1.3 DEFINITIONS

Definitions not explicitly indicated in the sections below are typical industry standard definitions from their respective ASTMs.

1.3.1 Definitions of Basic Terms

Carbonate – Soil component that reacts with HCl of an indeterminate origin (shell, rock, etc.).

Fill – Material that has been placed by man, described with all soil characteristics.

Layer – Rock or soil with a thickness of 6 inches or less.

Lens – A geologic deposit of variable thickness, which disappears laterally in all directions and cannot be correlated to adjacent borings.

Rock – A naturally occurring substance composed of one or more minerals bound together. This geologic term includes a range of engineering properties: strength, hardness, permeability, weathering, and discontinuity. These properties are noted or can be inferred from the boring logs as blow counts, penetration rate, RQD, hardness, etc.

Shell – Material composed of predominantly (>75%) coarse-grained sand to gravel-sized whole or broken shell.

1.3.2 Current Logging Terms

Definition of terms used on boring logs dated since 2000:

Banded - 0.02' (6 mm) to 0.1' (3.0 cm).

Boulder-Sized – Particles greater than 12 inches in diameter.

Cavity - Voids greater than the diameter of the core.

Coarse Grained - Grain diameter greater than 0.079" (2 mm) for sedimentary rocks or 0.197" (5 mm) for igneous or metamorphic rocks.

Coarse Grained Sand-Sized – Less than 10 percent of fine and medium grained sand sizes are present.

Coarse Gravel-Sized – Particles greater than 3/4 of an inch but less than 3 inches in diameter.

Cobble-Sized – Particles greater than 3 inches but less than 12 inches in diameter.

Decomposed – Applicable to saprolitic rock; rock is essentially reduced to a soil with a relic rock texture; can be molded or crumbled by hand.

Dipping (Dip) - 20 to 45 degrees.

Discontinue – Particles were present within the unit above but are no longer present.

Fine Grained - Grain diameter between 0.004" (0.1 mm) and 0.016" (0.4

mm) for sedimentary rocks or 0.039" (1 mm) for igneous or metamorphic rocks.

Fine Grained Sand-Sized - Less than 10 percent of medium and coarse grained sand sizes are present.

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SECTION 00 31 32.10 Page 6

Fine Gravel-Sized – Particles greater than No. 4 sieve but less than 3/4 of an inch in diameter.

Flat (Dip) - 0 to 20 degrees.

Fossiliferous – Greater than 40 percent fossils.

Hard (Hardness) - Difficult to scratch with a knife (cannot be pitted with a geology hammer, but can be chipped with moderate blows of the hammer).

Highly Fractured - Spacing 0.3' (9.1 cm) to 1' (30.5 cm).

Highly Weathered - Entire section is discolored; alteration is greater than 50%; some areas of slightly weathered rock are present; some minerals are leached away; retains only a fraction of its original strength (wet strength usually lower than dry strength).

Intact – Spacing greater than 6' (1.8 m).

Intensely Fractured - Spacing less than 0.3' (9.1 cm).

Massive – Over 3' (0.9 m) thick.

Medium-Bedded - 0.3' (9.1 cm) to 1' (30.5 cm) thick.

Medium Grained - Grain diameters between 0.016" (0.4 mm) to 0.079" (2

mm) for sedimentary rocks or 0.039" (1 mm) to 0.197" (5 mm) for igneous or metamorphic rocks.

Medium Grained Sand-Sized - Less than 10 percent of fine and coarse grained sand sizes are present.

Moderately Fractured - Spacing 1' (30.5 cm) to 3' (0.9 m).

Moderately Hard (Hardness) - Can be scratched easily with a knife, but cannot be scratched by a fingernail (can be pitted with moderate blows of a geology hammer).

Moderately Open (Fracture Aperture) - 0.020" (0.5 mm) to 0.098" (2.5 mm).

Moderately Weathered - Discoloration is evident; surface is pitted and altered, with alterations penetrating well below rock surfaces; 10% to 50% of the rock is altered; strength is noticeably less than unweathered rock.

Non-fossiliferous – No observed fossils.

Open (Fracture Aperture) - 0.098" (2.5 mm) to 0.394" (10 mm).

Pitted - Voids 0.039" (1mm) to 0.236" (6mm) in diameter.

Porous - Voids less than 0.039" (1mm) in diameter.

Slightly Fractured - Spacing 3' (0.9 m) to 6' (1.8 m).

Slightly Weathered - Superficial discoloration, alteration and/or discoloration along discontinuities; less than 10% of the rock volume is altered; strength is essentially unaffected.

Soft (Hardness) - Can be scratched with a fingernail (cannot be crumbled between fingers, but can be easily pitted with light blows of a geology hammer).

Solid - Absence of voids.

Sparsely Fossiliferous – Less than 40 percent fossils.

Steeply Dipping (Dip) - 45 to 90 degrees.

Thick-Bedded – 1' (30.5 cm) to 3' (0.9 m) thick.

Thin-Bedded - 0.1' (3.0 cm) to 0.3' (9.1 cm) thick.

Thin Parting - Paper thin to 0.002' (0.6 mm).

Tight (Fracture Aperture) - 0.004" (0.1 mm) to 0.020" (0.5 mm).

Unweathered - No evidence of any mechanical or chemical alteration.

Very Fine Grained - Grain diameter less than 0.004" (0.1 mm); individual grains or crystals are too small to be seen with the naked eye.

Very Hard (Hardness) - Cannot be scratched with a knife (chips can be broken off only with heavy blows of a geology hammer).

Very Soft (Hardness) - Can be deformed by hand (has a rock-like character, but can be easily broken by hand).

Very Tight (Fracture Aperture) - less than 0.004" (0.1 mm).

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SECTION 00 31 32.10 Page 7

Very Wide (Fracture Aperture) - 0.394" (10 mm) to 0.984" (25 mm).

Vuggy - Voids 0.236" (6mm) to the diameter of the core.

1.3.3 Previous Logging Terms

Definition of terms used on boring logs dated before 2000:

Dense – Equivalent to SPT N-value of 30 to 50.

Incompetent – Rock that disintegrates while coring; weak.

Indurated – Rock or soil hardened or consolidated by pressure or cementation. Very difficult to break by hand.

Poorly-Indurated – See semi-indurated.

Seam – Rock or soil with average thickness of 2 to 3 inches.

Semi-Indurated – Rock or soil with a lesser degree of hardening or consolidation by pressure or cementation. Crumbles with little effort by hand.

1.3.4 Testing and Procedure Methods

Test/Procedure Method Abrasion Resistance of Large-Size Coarse Aggregate, Los Angeles Machine ASTM C535

Abrasion Resistance of Small-Size Coarse Aggregate, Los Angeles Machine ASTM C131

Air Content by the Pressure Method ASTM C231 Air Content by the Volumetric Method ASTM C173 Air-Entraining Admixtures for Concrete ASTM C233 Atterberg Limits, wet preparation method, test method a multipoint ASTM D4318

Bulk Specific Gravity of Bituminous Mixtures ASTM D2726 Capping Cylindrical Concrete Specimens ASTM C617 Carbonate Content ASTM D4373 Compaction: 4" Mold, Modified Proctor ASTM D1557 Compaction: 4" Mold, Standard Proctor ASTM D698 Compaction: 6" Mold, Modified Proctor ASTM D1557 Compaction: 6" Mold, Standard Proctor ASTM D698 Compressive Strength of Cast in Place Concrete Cylinders ASTM C873

Compressive Strength of Cylindrical Concrete Specimens (Set of 4) ASTM C39

Compressive Strength of Lightweight Concrete ASTM C495 Consolidation, each load of rebound increment with complete time ASTM D2435

Density and Water Content of Soil by Nuclear Methods (Minimum 4)

ASTM

D2922/D3017

Density of Bituminous Concrete in Place by Nuclear Methods (Minimum 4) ASTM D2950

Density of Soil in Place by the Sand-Cone Method ASTM D1556 Direct Shear ASTM D3080 Drilled Cores and Sawed Beams of Concrete ASTM C42 Extraction of Bituminous Paving Mixtures ASTM D2172 Freezing and Thawing (up to 55 cycles) ASTM D5312

Canaveral Harbor, Florida

SECTION 00 31 32.10 Page 8

Test/Procedure Method Grain size sieve Analysis ASTM D422 Hydrometer Analysis ASTM D422 Making and Curing Concrete Test Specimens in the Field (Set of 6) ASTM C31

Making and Curing Concrete Test Specimens in the Lab (Set of 4) ASTM C192

Marshall Resistance to Plastic Flow (Set of 3) ASTM D1559 Material Passing No. 200 Sieve ASTM D1140 Modulus of Elasticity ASTM D3148 Moisture Content ASTM D2216

Munsell Color Munsell Soil Color Charts

Organic Content, Test Method C ASTM D2974 Organic Impurities in Fine Aggregate ASTM C40 Permeability: Constant Head Permeability ASTM D2434 Permeability: Falling Head Permeability ASTM D5084 Petrographic Examination ASTM C295 Sampling Aggregate (Minimum 4 hours) ASTM D75 Sampling Freshly Mixed Concrete ASTM C172 Sedimentation Rate No ASTM Sieve Analysis of Aggregate ASTM C136 Slump of Hydraulic-Cement Concrete ASTM C143 Soil Classification (Boring logs) ASTM D 2488 Specific Gravity and Absorption of Fine Aggregate ASTM C128 Specific Gravity for Rock ASTM C127 Specific Gravity for Soil ASTM D854

SPLITTING TENSILE STRENGTH ASTM D3967

Splitting Tensile Strength of Concrete Cylinders ASTM C496 Subsample Preparation ASTM D4220, Group B ASTM D4220, Sulfate Soundness ASTM C88 Total Evaporable Moisture Content ASTM C566 Triaxial Compression Test for Rock with Strain Gages or LVDTs (per confining pressure) ASTM D2664

Triaxial compression: Consolidated Undrained (CU) Triaxial Compression Test R Test with Pore Pressure Measurements (per confining pressure)

ASTM D4767

Triaxial compression: Unconsolidated Undrained (UU) Triaxial Compression Test Q Test with Pore Pressure Measurements (per confining pressure)

ASTM D2850

Unbonded Caps for Compressive Strength ASTM C1231 Unconfined Compressive Strength for Rock Greater than 9,000 psi with Strain ASTM D2938

Unconfined Compressive Strength for Rock up to 9,000 psi with Strain ASTM D2938

Unconfined Compressive Strength for Soil ASTM D2166 Unit Weight and Absorption ASTM C127 Unit Weight of Aggregate ASTM C29 - Visual Percent Shell No ASTM Wetting and Drying ASTM D5313

Canaveral Harbor, Florida

SECTION 00 31 32.10 Page 9

1.4 GEOMECHANICAL DATA

1.4.1 Summary of Field Investigations

The table below summarizes the historical field investigations data set available for this project.

Table 1. Available Boring Data

Designation State Plane, FL-East, NAD83

Project Location X Y

CB-CHSB03-1 790563 1483126

Borrow Area

CB-CHSB03-2 790753 1484139

CB-CHSB03-3 791296 1485092

CB-CHSB03-4 791908 1485821

CB-CHSB03-5 792433 1486631

CB-CHSB03-6 793345 1487467

CB-CHSB03-7 793761 1488085

CB-CHSB03-8 794467 1488805

CB-CHSB03-9 794033 1488553

CB-CHSB03-10 793349 1487839

CB-CHSB03-11 792736 1487092

CB-CHSB03-12 792123 1486311

CB-CHSB03-13 791471 1485462

CB-CHSB03-14 790962 1484798

CB-CHSB03-15 790862 1483784

CB-CHSB03-16 789936 1482723

CB-CHSB03-17 790182 1483685

CB-CHSB03-18 790502 1484531

CB-CHSB03-19 790991 1485343

CB-CHSB03-20 791554 1486124

CB-CHSB03-21 792168 1486885

CB-CHSB03-22 792798 1487608

CB-CHSB03-23 793927 1488929

* Coordinates presented correspond to the project coordinate system and datum

1.4.2 Summary of Index Testing Data

The table below summarizes the index testing available for this project.

Table 2: Index Testing Available for this Project

Boring Designation

Sample Designation USCS

Visual Shell

CB-CHSB03-1

1 SP-SM 2

2 SP-SM 3

CB-CHSB03-2

2 SP-SM 1

6 SP-SM 5

CB-CHSB03-3

1 SP 5

2 SP-SM 8

3 SP 24

CB-CHSB03-4 3 SP 3

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SECTION 00 31 32.10 Page 10

Boring Designation

Sample Designation USCS

Visual Shell

7 SP 3

CB-CHSB03-5

1 SP 4

3 SP 4

CB-CHSB03-6

1 SP 4

3 SP-SM 9

CB-CHSB03-07

1 SP-SM 2

2 SP-SM 4

CB-CHSB03-08

1 SP 3

5 SP 17

CB-CHSB03-09

1 SP 8

2 SP-SM 1

CB-CHSB03-10

1 SP 7

3 SP 22

6 SP-SM 6

CB-CHSB03-11

1 SP 3

2 SP 10

CB-CHSB03-12

1 SP 3

4 SP 13

6 SP 2

CB-CHSB03-13

1 SP 3

2 SP-SM 4

CB-CHSB03-14

2 SP 6

5 SP 6

9 SP 16

CB-CHSB03-15

1 SP-SM 2

2 SP-SM 9

CB-CHSB03-16

2 SP 20

5 SP 16

10 SP-SM 8

CB-CHSB03-17

2 SP 27

8 SP 31

14 SP 25

CB-CHSB03-18

2 SP 9

6 SP 21

10 SP 17

CB-CHSB03-19

3 SP 22

5 SP 28

8 SP 22

13 SP-SM 9

CB-CHSB03-20

1 SP 18

5 SP 3

11 SP 3

CB-CHSB03-21

1 SP 25

5 SP 13

9 SP 14

13 SP 12

CB-CHSB03-22

3 SP 13

7 SP 22

11 SP 36

CB-CHSB03-23

2 SP 16

5 SP 34

Canaveral Harbor, Florida

SECTION 00 31 32.10 Page 11

Boring Designation

Sample Designation USCS

Visual Shell

10 SP 13

1.4.3 Boring Log Notes

Borings CB-CHSB03-2, CB-CHSB03-4, CB-CHSB03-6, CB-CHSB03-8, CBCHSB03-10, CB-CHSB03-12, CB-CHSB03-14, and CB-CHSB03-16 through CB-CHSB03-23 were driven using the Standard Penetration Test (SPT) procedure with a 140 lb.

hammer with a 30-inch drop using a 2.0-foot split spoon (1 3/8-inch I.D.

and 2-inch O.D.) until refusal was encountered. Refusal is defined as a total of 50 blows of the hammer within any 6-inch increment, a total of 100 blows of the hammer within any 1-foot increment, or no observed advance of the sampler after 10 successive blows of the hammer. When refusal was encountered, the borings were continued with a 4-inch x 5 1/2-inch diameter core barrel until the rate of penetration indicated softer material, at which point the SPT procedure was resumed.

Borings CB-CHSB03-1, CB-CHSB03-3, CB-CHSB03-5, CB-CHSB03-7, CB-CHSB03-9, CB-CHSB03-11, CB-CHSB03-13, and CB-CHSB03-15 were driven using a 5’ sampler with a procedure similar to the Standard Penetration Test (SPT).

Blow counts indicated are those required for sampling only and do not correlate to the N values of a SPT.

1.4.4 Recovered Materials

The material recovered from the SPT boring sampling has been discarded.

Canaveral Harbor, Florida

SECTION 00 31 32.10 Page 12

0 1.5 3 4.5 60.75 Miles

Dwn by:

Ckd by:

Dated:

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PLATE NO.

1KRH

KRH

KRH

02MAY18

Dsn by:

CANAVERAL HARBOR

SAND BYPASS PROJECT

Vicinity Map

GEOTECHNICAL DRAWINGS

NOT FOR CONSTRUCTION

Canaveral Harbor Channel

Sand Placement Area

Sand Bypass Dredging Area

Project Location

Plate 2

Canaveral Harbor, Florida

SECTION 00 31 32.10 Page 13

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

H

CB-CHSB03-9

CB-CHSB03-8

CB-CHSB03-7

CB-CHSB03-6

CB-CHSB03-5

CB-CHSB03-4

CB-CHSB03-3

CB-CHSB03-2

CB-CHSB03-1

CB-CHSB03-23

CB-CHSB03-22

CB-CHSB03-21

CB-CHSB03-20

CB-CHSB03-19

CB-CHSB03-18

CB-CHSB03-17

CB-CHSB03-16

CB-CHSB03-15

CB-CHSB03-14

CB-CHSB03-12

CB-CHSB03-11

CB-CHSB03-10

PLATE NO.

CANAVERAL HARBOR

SAND BYPASS

DREDGING AREA

GEOTECHNICAL

DRAWINGS

NOT FOR

CONSTRUCTION

0 1,000 2,000 3,000 4,000500 Feet

Core Boring Location Map

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT

CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

Dwn by:

Ckd by:

Dated:

KRHKRH

KRH 03MAY18

Dsn by:

Legend H Core Boring

CB-CHSB03-13

Canaveral Harbor, Florida

SECTION 00 31 32.10 Page 14

1.4.5 Boring Logs

Applicable boring logs are presented on the following pages.

While the Government’s borings are representative of subsurface conditions at their respective locations and vertical reaches, local variations in the characteristics of the subsurface materials of this region are to be expected.

Canaveral Harbor, Florida

SECTION 00 31 32.10 Page 15

SECTION 00 31 32.10 Page 16

SAND, poorly-graded, mostly rounded fine-grained sand-sized carbonate, trace fines, trace fine-grained sand-sized dark minerals, wet, gray/green (SP)

At El. -16.3 Ft., trace shell up to 5/8"

NOTES:

1. Soils are field visually classified in accordance with the Unified Soils Classification System.

2. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

1 0.0/5.0 SP-SM*

2 5.0/10.0 SP-SM*

*Lab visual classification based on gradation

5' Sampler

5' Sampler

-9.3-9.3

10.0

0.00.0

NR

NR

-19.3-19.3

-9.3

-14.3

300# hammer w/18" drop used with 5.0' solid tube sampler (3" I.D.).

Blow counts indicated are those required for sampling only and do not correlate to the N-values of a Standard Penetration Test.

Abbreviations:

NR = Not Recorded.

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKS

N -V

A

LU

E

4. NAME OF DRILLER

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

HORIZONTAL

CB-CHSB03-1

VERTICAL

SHEETS

CONTRACTOR FILE NO.

14. ELEVATION GROUND WATER

STARTED

11. MANUFACTURER'S DESIGNATION OF DRILL

6. THICKNESS OF OVERBURDEN

CB-CHSB03-1

INCLINED

18. SIGNATURE AND TITLE OF INSPECTOR

AUTO HAMMERLOCATION COORDINATES

5. DIRECTION OF BORING

3. DRILLING AGENCY

DIVISION

1. PROJECT

UNDISTURBED (UD)

OF

2. BORING DESIGNATION

INSTALLATION

VERTICAL

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

COMPLETED

15. DATE BORING

MANUAL HAMMER

DRILLING LOG

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

Danny Hewett

Canaveral Harbor FL (Sand Bypass) Borrow Area

Gregory Taylor, Geologist

05-13-03

-9.3 Ft.

Not Recorded

N/A

South Atlantic

Corps of Engineers

10.0 Ft.

Jacksonville District See Remarks

State Plane, FLE (U.S. Ft.)

05-13-03

X = 790,563 Y = 1,483,126

N/A

NAD83 MLLW

Failing 1500

N/A

(Continued)SAJ FORM 1836

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 17 k3engawf Highlight curve. No Atterberg limits.

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKS

N -V

A

LU

E

SHEET

X = 790,563 Y = 1,483,126

CB-CHSB03-1

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

Jacksonville District

VERTICAL

INSTALLATION

DRILLING LOG (Cont. Sheet)

LOCATION COORDINATES

NAD83 MLLW

2OF SHEETS

State Plane, FLE (U.S. Ft.)

ELEVATION TOP OF BORING

Boring Designation

Canaveral Harbor FL (Sand Bypass)

-9.3 Ft.

SAJ FORM 1836-A

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 18

SAND, poorly-graded, mostly rounded fine-grained sand-sized carbonate, trace fines, trace fine-grained sand-sized dark minerals, trace fine-grained sand-sized shell, wet, green/gray (SP) At El. -7.1 Ft., few fines At El. -7.6 Ft., discontinue shell At El. -8.1 Ft., trace shell up to 3/8"

At El. -10.5 Ft., discontinue fine-grained sand-sized dark minerals

NOTES:

1. Soils are field visually classified in accordance with the Unified Soils Classification System.

2. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

2 1.5/3.0 SP-SM*

6 7.5/9.0 SP-SM*

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

-6.1-6.1

10.5

0.00.0

-16.6-16.6

-6.1

-7.6

-9.1

-10.6

-12.1

-13.6

-15.1

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

0.

FT

REMARKS

N -V

A

LU

E

4. NAME OF DRILLER

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

HORIZONTAL

CB-CHSB03-2

VERTICAL

SHEETS

CONTRACTOR FILE NO.

14. ELEVATION GROUND WATER

STARTED

11. MANUFACTURER'S DESIGNATION OF DRILL

6. THICKNESS OF OVERBURDEN

CB-CHSB03-2

INCLINED

18. SIGNATURE AND TITLE OF INSPECTOR

AUTO HAMMERLOCATION COORDINATES

5. DIRECTION OF BORING

3. DRILLING AGENCY

DIVISION

1. PROJECT

UNDISTURBED (UD)

OF

2. BORING DESIGNATION

INSTALLATION

VERTICAL

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

COMPLETED

15. DATE BORING

MANUAL HAMMER

DRILLING LOG

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

Danny Hewett

Canaveral Harbor FL (Sand Bypass) Borrow Area

Gregory Taylor, Geologist

05-11-03

-6.1 Ft.

55 %

N/A

South Atlantic

Corps of Engineers

10.5 Ft.

Jacksonville District See Remarks

State Plane, FLE (U.S. Ft.)

05-11-03

X = 790,753 Y = 1,484,139

N/A

NAD83 MLLW

Failing 1500

N/A

(Continued)SAJ FORM 1836

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 19

*Lab visual classification based on gradation

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

0.

FT

REMARKS

N -V

A

LU

E

SHEET

X = 790,753 Y = 1,484,139

CB-CHSB03-2

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

Jacksonville District

VERTICAL

INSTALLATION

DRILLING LOG (Cont. Sheet)

LOCATION COORDINATES

NAD83 MLLW

2OF SHEETS

State Plane, FLE (U.S. Ft.)

ELEVATION TOP OF BORING

Boring Designation

Canaveral Harbor FL (Sand Bypass)

-6.1 Ft.

SAJ FORM 1836-A

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 20

5. DIRECTION OF BORING

3. DRILLING AGENCY

DIVISION

1. PROJECT

SAND, poorly-graded, mostly rounded fine-grained sand-sized carbonate, trace fines, trace fine-grained sand-sized dark minerals, wet, green/gray (SP)

At El. -14.2 Ft., trace shell up to 1/4"

At El. -17.7 Ft., little shell up to 3/8"

NOTES:

1. Soils are field visually classified in accordance with the Unified Soils Classification System.

2. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

5' Sampler

5' Sampler

5' Sampler

-7.7-7.7

12.0

0.00.0

NR

NR

NR

-19.7-19.7

-7.7

-12.7

-17.7

300# hammer w/18" drop used with 5.0' solid tube sampler (3" I.D.).

Blow counts indicated are those required for sampling only and do not correlate to the N-values of a Standard Penetration Test.

Abbreviations:

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKS

N -V

A

LU

E

4. NAME OF DRILLER

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

HORIZONTAL

CB-CHSB03-3

VERTICAL

SHEETS

CONTRACTOR FILE NO.

14. ELEVATION GROUND WATER

STARTED

11. MANUFACTURER'S DESIGNATION OF DRILL

6. THICKNESS OF OVERBURDEN

CB-CHSB03-3

INCLINED

18. SIGNATURE AND TITLE OF INSPECTOR

AUTO HAMMERLOCATION COORDINATES

UNDISTURBED (UD)

OF

2. BORING DESIGNATION

INSTALLATION

VERTICAL

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

COMPLETED

15. DATE BORING

MANUAL HAMMER

DRILLING LOG

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

Danny Hewett

Canaveral Harbor FL (Sand Bypass) Borrow Area

Gregory Taylor, Geologist

05-13-03

-7.7 Ft.

Not Recorded

N/A

South Atlantic

Corps of Engineers

12.0 Ft.

Jacksonville District See Remarks

State Plane, FLE (U.S. Ft.)

05-13-03

X = 791,296 Y = 1,485,092

N/A

NAD83 MLLW

Failing 1500

N/A

(Continued)SAJ FORM 1836

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 21

ID DEPTH CLASSIFICATION

1 0.0/5.0 SP*

2 5.0/10.0 SP-SM*

3 10.0/12.0 SP*

*Lab visual classification based on gradation curve. No Atterberg limits.

NR = Not Recorded.

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKS

N -V

A

LU

E

SHEET

X = 791,296 Y = 1,485,092

CB-CHSB03-3

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

Jacksonville District

VERTICAL

INSTALLATION

DRILLING LOG (Cont. Sheet)

LOCATION COORDINATES

NAD83 MLLW

2OF SHEETS

State Plane, FLE (U.S. Ft.)

ELEVATION TOP OF BORING

Boring Designation

Canaveral Harbor FL (Sand Bypass)

-7.7 Ft.

SAJ FORM 1836-A

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 22

-6.7-6.7

12.0

0.00.0

(Continued)SAJ FORM 1836

JUN 02

WOH

SAND, poorly-graded, mostly rounded fine-grained sand-sized carbonate, trace fines, trace fine-grained sand-sized dark minerals, wet, green/gray (SP)

At El. -11.3 Ft., trace shell up to 5/8"

At El. -12.8 Ft., trace shell up to 1/4"

NOTES:

1. Soils are field visually classified in accordance with the Unified Soils Classification System.

2. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

WOH

WOH

-18.7-18.7

-6.7

-8.2

-9.7

-11.2

-12.7

-14.2

-15.7

-17.2

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

Abbreviations:

WOH = Weight of Hammer.

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

0.

FT

REMARKS

N -V

A

LU

E

4. NAME OF DRILLER

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

HORIZONTAL

CB-CHSB03-4

VERTICAL

SHEETS

CONTRACTOR FILE NO.

14. ELEVATION GROUND WATER

Danny Hewett

Canaveral Harbor FL (Sand Bypass) Borrow Area

Gregory Taylor, Geologist

05-12-03

-6.7 Ft.

57 %

N/A

STARTED

11. MANUFACTURER'S DESIGNATION OF DRILL

6. THICKNESS OF OVERBURDEN

CB-CHSB03-4

INCLINED

18. SIGNATURE AND TITLE OF INSPECTOR

AUTO HAMMERLOCATION COORDINATES

5. DIRECTION OF BORING

3. DRILLING AGENCY

DIVISION

1. PROJECT

UNDISTURBED (UD)

OF

2. BORING DESIGNATION

INSTALLATION

VERTICAL

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

COMPLETED

15. DATE BORING

MANUAL HAMMER

DRILLING LOG

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

South Atlantic

Corps of Engineers

12.0 Ft.

Jacksonville District See Remarks

State Plane, FLE (U.S. Ft.)

05-12-03

X = 791,908 Y = 1,485,821

N/A

NAD83 MLLW

Failing 1500

N/A

W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 23

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

ID DEPTH CLASSIFICATION

3 3.0/4.5 SP*

7 9.0/10.5 SP*

*Lab visual classification based on gradation curve. No Atterberg limits.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

0.

FT

REMARKS

N -V

A

LU

E

SHEET

X = 791,908 Y = 1,485,821

CB-CHSB03-4

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

Jacksonville District

VERTICAL

INSTALLATION

DRILLING LOG (Cont. Sheet)

LOCATION COORDINATES

NAD83 MLLW

2OF SHEETS

State Plane, FLE (U.S. Ft.)

ELEVATION TOP OF BORING

Boring Designation

Canaveral Harbor FL (Sand Bypass)

-6.7 Ft.

SAJ FORM 1836-A

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 24

SAND, poorly-graded, mostly rounded fine-grained sand-sized carbonate, trace fines, trace fine-grained sand-sized dark minerals, wet, gray/green (SP)

NOTES:

5' Sampler

5' Sampler

5' Sampler

-2.9-2.9

14.0

0.00.0

NR

NR

NR

-16.9-16.9

-2.9

-7.9

-12.9

300# hammer w/18" drop used with 5.0' solid tube sampler (3" I.D.).

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKS

N -V

A

LU

E

4. NAME OF DRILLER

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

HORIZONTAL

CB-CHSB03-5

VERTICAL

SHEETS

CONTRACTOR FILE NO.

14. ELEVATION GROUND WATER

Danny Hewett

Canaveral Harbor FL (Sand Bypass) Borrow Area

Gregory Taylor, Geologist

05-12-03

-2.9 Ft.

Not Recorded

N/A

STARTED

11. MANUFACTURER'S DESIGNATION OF DRILL

6. THICKNESS OF OVERBURDEN

CB-CHSB03-5

INCLINED

18. SIGNATURE AND TITLE OF INSPECTOR

AUTO HAMMERLOCATION COORDINATES

5. DIRECTION OF BORING

3. DRILLING AGENCY

DIVISION

1. PROJECT

UNDISTURBED (UD)

OF

2. BORING DESIGNATION

INSTALLATION

VERTICAL

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

COMPLETED

15. DATE BORING

MANUAL HAMMER

DRILLING LOG

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

South Atlantic

Corps of Engineers

14.0 Ft.

Jacksonville District See Remarks

State Plane, FLE (U.S. Ft.)

05-12-03

X = 792,433 Y = 1,486,631

N/A

NAD83 MLLW

Failing 1500

N/A

(Continued)SAJ FORM 1836

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 25

1. Soils are field visually classified in accordance with the Unified Soils Classification System.

2. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

1 0.0/5.0 SP*

3 10.0/14.0 SP*

*Lab visual classification based on gradation curve. No Atterberg limits.

Blow counts indicated are those required for sampling only and do not correlate to the N-values of a Standard Penetration Test.

Abbreviations:

NR = Not Recorded.

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKS

N -V

A

LU

E

SHEET

X = 792,433 Y = 1,486,631

CB-CHSB03-5

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

Jacksonville District

VERTICAL

INSTALLATION

DRILLING LOG (Cont. Sheet)

LOCATION COORDINATES

NAD83 MLLW

2OF SHEETS

State Plane, FLE (U.S. Ft.)

ELEVATION TOP OF BORING

Boring Designation

Canaveral Harbor FL (Sand Bypass)

-2.9 Ft.

SAJ FORM 1836-A

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 26

SAND, poorly-graded, mostly rounded fine-grained sand-sized carbonate, trace fines, trace fine-grained sand-sized dark minerals, wet, gray/green (SP)

At El. -14.1 Ft., trace shell up to 3/8"

NOTES:

1. Soils are field visually classified in accordance with the Unified Soils Classification System.

2. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

1 0.0/1.5 SP*

3 3.0/4.5 SP-SM*

*Lab visual classification based on gradation curve. No Atterberg limits.

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

-11.1-11.1

6.0

0.00.0

WOH

-17.1-17.1

-11.1

-12.6

-14.1

-15.6

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

Abbreviations:

WOH = Weight of Hammer.

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

0.

FT

REMARKS

N -V

A

LU

E

4. NAME OF DRILLER

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

HORIZONTAL

CB-CHSB03-6

VERTICAL

SHEETS

CONTRACTOR FILE NO.

14. ELEVATION GROUND WATER

Danny Hewett

Canaveral Harbor FL (Sand Bypass) Borrow Area

Gregory Taylor, Geologist

05-12-03

-11.1 Ft.

65 %

N/A

STARTED

11. MANUFACTURER'S DESIGNATION OF DRILL

6. THICKNESS OF OVERBURDEN

CB-CHSB03-6

INCLINED

18. SIGNATURE AND TITLE OF INSPECTOR

AUTO HAMMERLOCATION COORDINATES

5. DIRECTION OF BORING

3. DRILLING AGENCY

DIVISION

1. PROJECT

UNDISTURBED (UD)

OF

2. BORING DESIGNATION

INSTALLATION

VERTICAL

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

COMPLETED

15. DATE BORING

MANUAL HAMMER

DRILLING LOG

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

South Atlantic

Corps of Engineers

6.0 Ft.

Jacksonville District See Remarks

State Plane, FLE (U.S. Ft.)

05-12-03

X = 793,345 Y = 1,487,467

N/A

NAD83 MLLW

Failing 1500

N/A

SAJ FORM 1836

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 27

SAND, poorly-graded, mostly rounded fine-grained sand-sized carbonate, trace fines, trace fine-grained sand-sized dark minerals, wet, gray/green (SP)

NOTES:

1. Soils are field visually classified in accordance with the Unified Soils Classification System.

2. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

1 0.0/5.0 SP-SM*

2 5.0/10.0 SP-SM*

*Lab visual classification based on gradation

5' Sampler

5' Sampler

-7.4-7.4

10.0

0.00.0

NR

NR

-17.4-17.4

-7.4

-12.4

300# hammer w/18" drop used with 5.0' solid tube sampler (3" I.D.).

Blow counts indicated are those required for sampling only and do not correlate to the N-values of a Standard Penetration Test.

Abbreviations:

NR = Not Recorded.

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKS

N -V

A

LU

E

4. NAME OF DRILLER

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

HORIZONTAL

CB-CHSB03-7

VERTICAL

SHEETS

CONTRACTOR FILE NO.

14. ELEVATION GROUND WATER

Danny Hewett

Canaveral Harbor FL (Sand Bypass) Borrow Area

Gregory Taylor, Geologist

05-12-03

-7.4 Ft.

Not Recorded

STARTED

11. MANUFACTURER'S DESIGNATION OF DRILL

6. THICKNESS OF OVERBURDEN

CB-CHSB03-7

INCLINED

18. SIGNATURE AND TITLE OF INSPECTOR

AUTO HAMMERLOCATION COORDINATES

5. DIRECTION OF BORING

3. DRILLING AGENCY

DIVISION

1. PROJECT

UNDISTURBED (UD)

OF

2. BORING DESIGNATION

INSTALLATION

VERTICAL

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

COMPLETED

15. DATE BORING

MANUAL HAMMER

DRILLING LOG

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

N/A

South Atlantic

Corps of Engineers

10.0 Ft.

Jacksonville District See Remarks

State Plane, FLE (U.S. Ft.)

05-12-03

X = 793,761 Y = 1,488,085

N/A

NAD83 MLLW

Failing 1500

N/A

(Continued)SAJ FORM 1836

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 28

RQD

OR

UD

B

LO

W S

FT

REMARKS

N -V

A

LU

E

SHEET

X = 793,761 Y = 1,488,085

CB-CHSB03-7

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

Jacksonville District

VERTICAL

curve. No Atterberg limits.

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

INSTALLATION

DRILLING LOG (Cont. Sheet)

LOCATION COORDINATES

NAD83 MLLW

2OF SHEETS

State Plane, FLE (U.S. Ft.)

ELEVATION TOP OF BORING

Boring Designation

Canaveral Harbor FL (Sand Bypass)

-7.4 Ft.

SAJ FORM 1836-A

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 29

SAND, poorly-graded, mostly rounded fine-grained sand-sized carbonate, trace fines, trace fine-grained sand-sized dark minerals, wet, green/gray (SP)

From El. -12.5 to -12.9 Ft., little shell up to 5/8"

From El. -14.2 to -14.5 Ft., little shell up to 5/8"

NOTES:

1. Soils are field visually classified in accordance with the Unified Soils Classification System.

2. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

1 0.0/1.5 SP*

5 6.0/7.5 SP*

*Lab visual classification based on gradation curve. No Atterberg limits.

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

-8.0-8.0

7.5

0.00.0

-15.5-15.5

-8.0

-9.5

-11.0

-12.5

-14.0

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

0.

FT

REMARKS

N -V

A

LU

E

4. NAME OF DRILLER

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

HORIZONTAL

CB-CHSB03-8

VERTICAL

SHEETS

CONTRACTOR FILE NO.

14. ELEVATION GROUND WATER

Danny Hewett

Canaveral Harbor FL (Sand Bypass) Borrow Area

Gregory Taylor, Geologist

05-12-03

-8.0 Ft.

65 %

STARTED

11. MANUFACTURER'S DESIGNATION OF DRILL

6. THICKNESS OF OVERBURDEN

CB-CHSB03-8

INCLINED

18. SIGNATURE AND TITLE OF INSPECTOR

AUTO HAMMERLOCATION COORDINATES

5. DIRECTION OF BORING

3. DRILLING AGENCY

DIVISION

1. PROJECT

UNDISTURBED (UD)

OF

2. BORING DESIGNATION

INSTALLATION

VERTICAL

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

COMPLETED

15. DATE BORING

MANUAL HAMMER

DRILLING LOG

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

N/A

South Atlantic

Corps of Engineers

7.5 Ft.

Jacksonville District See Remarks

State Plane, FLE (U.S. Ft.)

05-12-03

X = 794,467 Y = 1,488,805

N/A

NAD83 MLLW

Failing 1500

N/A

SAJ FORM 1836

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 30

DISTURBED

DEG. FROM

VERTICAL

SHEET

HORIZONTAL

CB-CHSB03-9

SAND, poorly-graded, mostly rounded fine-grained sand-sized carbonate, trace fines, trace fine-grained sand-sized dark minerals, trace shell up to 3/8", wet, gray/green (SP)

At El. -10.1 Ft., discontinue shell

5' Sampler

5' Sampler

5' Sampler

-5.1-5.1

15.0

0.00.0

NR

NR

NR

-20.1-20.1

-5.1

-10.1

-15.1

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKS

N -V

A

LU

E

4. NAME OF DRILLER

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

VERTICAL

SHEETS

CONTRACTOR FILE NO.

14. ELEVATION GROUND WATER

Danny Hewett

Canaveral Harbor FL (Sand Bypass) Borrow Area

Gregory Taylor, Geologist

05-14-03

-5.1 Ft.

Not Recorded

STARTED

11. MANUFACTURER'S DESIGNATION OF DRILL

6. THICKNESS OF OVERBURDEN

CB-CHSB03-9

INCLINED

18. SIGNATURE AND TITLE OF INSPECTOR

AUTO HAMMERLOCATION COORDINATES

5. DIRECTION OF BORING

3. DRILLING AGENCY

DIVISION

1. PROJECT

UNDISTURBED (UD)

OF

2. BORING DESIGNATION

INSTALLATION

VERTICAL

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

COMPLETED

15. DATE BORING

MANUAL HAMMER

DRILLING LOG

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

N/A

South Atlantic

Corps of Engineers

15.0 Ft.

Jacksonville District See Remarks

State Plane, FLE (U.S. Ft.)

05-14-03

X = 794,033 Y = 1,488,553

N/A

NAD83 MLLW

Failing 1500

N/A

(Continued)SAJ FORM 1836

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 31

NOTES:

accordance with the Unified Soils Classification System.

2. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

1 0.0/5.0 SP*

2 5.0/10.0 SP-SM*

*Lab visual classification based on gradation curve. No Atterberg limits.

300# hammer w/18" drop used with 5.0' solid tube sampler (3" I.D.).

Blow counts indicated are those required for sampling only and do not correlate to the N-values of a Standard Penetration Test.

Abbreviations:

NR = Not Recorded.

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKS

N -V

A

LU

E

SHEET

X = 794,033 Y = 1,488,553

CB-CHSB03-9

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

Jacksonville District

VERTICAL

INSTALLATION

DRILLING LOG (Cont. Sheet)

LOCATION COORDINATES

NAD83 MLLW

2OF SHEETS

State Plane, FLE (U.S. Ft.)

ELEVATION TOP OF BORING

Boring Designation

Canaveral Harbor FL (Sand Bypass)

-5.1 Ft.

SAJ FORM 1836-A

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 32

SAND, poorly-graded, mostly rounded fine-grained sand-sized carbonate, few fine-grained sand-sized dark minerals, trace fines, wet, green/gray (SP)

At El. -6.5 Ft., trace shell up to 1/8"

At El. -9.5 Ft., few shell up to 5/8"

At El. -10.5 Ft., discontinue shell

NOTES:

1. Soils are field visually classified in accordance with the Unified Soils

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

-4.5-4.5

13.5

0.00.0

WOH

WOH

-18.0-18.0

-4.5

-6.0

-7.5

-9.0

-10.5

-12.0

-13.5

-15.0

-16.5

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

Abbreviations:

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

0.

FT

REMARKS

N -V

A

LU

E

4. NAME OF DRILLER

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

HORIZONTAL

CB-CHSB03-10

VERTICAL

SHEETS

CONTRACTOR FILE NO.

14. ELEVATION GROUND WATER

STARTED

11. MANUFACTURER'S DESIGNATION OF DRILL

6. THICKNESS OF OVERBURDEN

CB-CHSB03-10

INCLINED

18. SIGNATURE AND TITLE OF INSPECTOR

AUTO HAMMERLOCATION COORDINATES

5. DIRECTION OF BORING

3. DRILLING AGENCY

DIVISION

1. PROJECT

UNDISTURBED (UD)

OF

2. BORING DESIGNATION

INSTALLATION

VERTICAL

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

COMPLETED

15. DATE BORING

MANUAL HAMMER

DRILLING LOG

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

Danny Hewett

Canaveral Harbor FL (Sand Bypass) Borrow Area

Gregory Taylor, Geologist

05-14-03

-4.5 Ft.

50 %

N/A

South Atlantic

Corps of Engineers

13.5 Ft.

Jacksonville District See Remarks

State Plane, FLE (U.S. Ft.)

05-14-03

X = 793,349 Y = 1,487,839

N/A

NAD83 MLLW

Failing 1500

N/A

(Continued)SAJ FORM 1836

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 33

Classification System.

2. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

1 0.0/1.5 SP*

3 3.0/4.5 SP*

6 7.5/9.0 SP-SM*

*Lab visual classification based on gradation curve. No Atterberg limits.

WOH = Weight of Hammer.

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

0.

FT

REMARKS

N -V

A

LU

E

SHEET

X = 793,349 Y = 1,487,839

CB-CHSB03-10

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

Jacksonville District

VERTICAL

INSTALLATION

DRILLING LOG (Cont. Sheet)

LOCATION COORDINATES

NAD83 MLLW

2OF SHEETS

State Plane, FLE (U.S. Ft.)

ELEVATION TOP OF BORING

Boring Designation

Canaveral Harbor FL (Sand Bypass)

-4.5 Ft.

SAJ FORM 1836-A

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 34

-4.8-4.8

14.0

SAND, poorly-graded, mostly rounded fine-grained sand-sized carbonate, trace fines, trace fine-grained sand-sized dark minerals, wet, green/gray (SP)

At El. -7.3 Ft., trace shell up to 3/8"

NOTES:

5' Sampler

5' Sampler

5' Sampler

0.00.0

NR

NR

NR

-18.8-18.8

-4.8

-8.8

-13.8

300# hammer w/18" drop used with 5.0' solid tube sampler (3" I.D.).

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKS

N -V

A

LU

E

4. NAME OF DRILLER

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

HORIZONTAL

CB-CHSB03-11

VERTICAL

SHEETS

CONTRACTOR FILE NO.

14. ELEVATION GROUND WATER

STARTED

11. MANUFACTURER'S DESIGNATION OF DRILL

6. THICKNESS OF OVERBURDEN

CB-CHSB03-11

INCLINED

18. SIGNATURE AND TITLE OF INSPECTOR

AUTO HAMMERLOCATION COORDINATES

5. DIRECTION OF BORING

3. DRILLING AGENCY

DIVISION

1. PROJECT

UNDISTURBED (UD)

OF

2. BORING DESIGNATION

INSTALLATION

VERTICAL

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

COMPLETED

15. DATE BORING

MANUAL HAMMER

DRILLING LOG

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

Danny Hewett

Canaveral Harbor FL (Sand Bypass) Borrow Area

Gregory Taylor, Geologist

05-14-03

-4.8 Ft.

Not Recorded

N/A

South Atlantic

Corps of Engineers

14.0 Ft.

Jacksonville District See Remarks

State Plane, FLE (U.S. Ft.)

05-14-03

X = 792,736 Y = 1,487,092

N/A

NAD83 MLLW

Failing 1500

N/A

(Continued)SAJ FORM 1836

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 35 accordance with the Unified Soils Classification System.

2. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

1 0.0/4.0 SP*

2 4.0/9.0 SP*

*Lab visual classification based on gradation curve. No Atterberg limits.

Blow counts indicated are those required for sampling only and do not correlate to the N-values of a Standard Penetration Test.

Abbreviations:

NR = Not Recorded.

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKS

N -V

A

LU

E

SHEET

X = 792,736 Y = 1,487,092

CB-CHSB03-11

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

Jacksonville District

VERTICAL

INSTALLATION

DRILLING LOG (Cont. Sheet)

LOCATION COORDINATES

NAD83 MLLW

2OF SHEETS

State Plane, FLE (U.S. Ft.)

ELEVATION TOP OF BORING

Boring Designation

Canaveral Harbor FL (Sand Bypass)

-4.8 Ft.

SAJ FORM 1836-A

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 36

SAND, poorly-graded, mostly rounded fine-grained sand-sized carbonate, trace fines, trace fine-grained sand-sized dark minerals, wet, gray/green (SP)

From El. -7.8 to -8.2 Ft., little shell up to 5/8"

From El. -11.8 to -12.5 Ft., little shell up to 5/8"

NOTES:

1. Soils are field visually classified in accordance with the Unified Soils

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

-2.6-2.6

13.5

0.00.0

-16.1-16.1

-2.6

-4.1

-5.6

-7.1

-8.6

-10.1

-11.6

-13.1

-14.6

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

0.

FT

REMARKS

N -V

A

LU

E

4. NAME OF DRILLER

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

HORIZONTAL

CB-CHSB03-12

VERTICAL

SHEETS

CONTRACTOR FILE NO.

14. ELEVATION GROUND WATER

STARTED

11. MANUFACTURER'S DESIGNATION OF DRILL

6. THICKNESS OF OVERBURDEN

CB-CHSB03-12

INCLINED

18. SIGNATURE AND TITLE OF INSPECTOR

AUTO HAMMERLOCATION COORDINATES

5. DIRECTION OF BORING

3. DRILLING AGENCY

DIVISION

1. PROJECT

UNDISTURBED (UD)

OF

2. BORING DESIGNATION

INSTALLATION

VERTICAL

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

COMPLETED

15. DATE BORING

MANUAL HAMMER

DRILLING LOG

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

Danny Hewett

Canaveral Harbor FL (Sand Bypass) Borrow Area

Gregory Taylor, Geologist

05-14-03

-2.6 Ft.

67 %

N/A

South Atlantic

Corps of Engineers

13.5 Ft.

Jacksonville District See Remarks

State Plane, FLE (U.S. Ft.)

05-14-03

X = 792,123 Y = 1,486,311

N/A

NAD83 MLLW

Failing 1500

N/A

(Continued)SAJ FORM 1836

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 37

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

1 0.0/1.5 SP*

4 4.5/6.0 SP*

6 7.5/9.0 SP*

7 9.0/10.5 SP*

*Lab visual classification based on gradation curve. No Atterberg limits.

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

0.

FT

REMARKS

N -V

A

LU

E

SHEET

X = 792,123 Y = 1,486,311

CB-CHSB03-12

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

Jacksonville District

VERTICAL

INSTALLATION

DRILLING LOG (Cont. Sheet)

LOCATION COORDINATES

NAD83 MLLW

2OF SHEETS

State Plane, FLE (U.S. Ft.)

ELEVATION TOP OF BORING

Boring Designation

Canaveral Harbor FL (Sand Bypass)

-2.6 Ft.

SAJ FORM 1836-A

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 38

05-13-03

-1.4 Ft.

Not Recorded

N/A

South Atlantic

Corps of Engineers

15.0 Ft.

Jacksonville District See Remarks

State Plane, FLE (U.S. Ft.)

05-13-03

X = 791,471 Y = 1,485,462

N/A

NAD83 MLLW

Failing 1500

SAND, poorly-graded, mostly rounded fine-grained sand-sized carbonate, trace fines, trace fine-grained sand-sized dark minerals, wet, gray/green (SP)

5' Sampler

5' Sampler

5' Sampler

-1.4-1.4

15.0

0.00.0

NR

NR

NR

-16.4-16.4

-1.4

-6.4

-11.4

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKS

N -V

A

LU

E

4. NAME OF DRILLER

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

HORIZONTAL

CB-CHSB03-13

VERTICAL

SHEETS

CONTRACTOR FILE NO.

14. ELEVATION GROUND WATER

STARTED

11. MANUFACTURER'S DESIGNATION OF DRILL

6. THICKNESS OF OVERBURDEN

CB-CHSB03-13

INCLINED

18. SIGNATURE AND TITLE OF INSPECTOR

AUTO HAMMERLOCATION COORDINATES

5. DIRECTION OF BORING

3. DRILLING AGENCY

DIVISION

1. PROJECT

UNDISTURBED (UD)

OF

2. BORING DESIGNATION

INSTALLATION

VERTICAL

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

COMPLETED

15. DATE BORING

MANUAL HAMMER

DRILLING LOG

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

Danny Hewett

Canaveral Harbor FL (Sand Bypass) Borrow Area

Gregory Taylor, Geologist

N/A

(Continued)SAJ FORM 1836

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 39

NOTES:

accordance with the Unified Soils Classification System.

2. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

1 0.0/5.0 SP*

2 5.0/10.0 SP-SM*

*Lab visual classification based on gradation curve. No Atterberg limits.

300# hammer w/18" drop used with 5.0' solid tube sampler (3" I.D.).

Blow counts indicated are those required for sampling only and do not correlate to the N-values of a Standard Penetration Test.

Abbreviations:

NR = Not Recorded.

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKS

N -V

A

LU

E

SHEET

X = 791,471 Y = 1,485,462

CB-CHSB03-13

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

Jacksonville District

VERTICAL

INSTALLATION

DRILLING LOG (Cont. Sheet)

LOCATION COORDINATES

NAD83 MLLW

2OF SHEETS

State Plane, FLE (U.S. Ft.)

ELEVATION TOP OF BORING

Boring Designation

Canaveral Harbor FL (Sand Bypass)

-1.4 Ft.

SAJ FORM 1836-A

JUN 02W912EP-07-B-0018

Canaveral Harbor, Florida Sand Bypass System, Phase V W912EP-18-B-0009

SECTION 00 31 32.10 Page 40

SAND, poorly-graded, mostly rounded fine-grained sand-sized carbonate, trace fines, trace fine-grained sand-sized dark minerals, wet, gray/green (SP)

At El. -16.3 Ft., little shell up to 5/8"

NOTES:

1. Soils are field visually classified in accordance with the Unified Soils

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

-3.3-3.3

13.5

0.00.0

-16.8-16.8

-3.3

-4.8

-6.3

-7.8

-9.3

-10.8

-12.3

-13.8

-15.3

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

ELEV.

B O

X O

R S

A M

P

LE

CLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

DEPTH

RQD

OR

UD

B

LO

W S