GDR_KBEC_FY20_final_for_BCOE.pdf

SECTION 00 31 32

Geotechnical Data Report for

U.S. Naval Station Kings Bay, Maintenance Dredging, Entrance Channel, Cut 1N Through Range E, 46-Foot Through 43-Foot Project

Camden County, Georgia and Nassau County, Florida

Prepared by

Geotechnical Branch

Engineering Division

Jacksonville District Corps of Engineers

March 26, 2019

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GEOTECHNICAL DATA REPORT

Table of Contents

1 SCOPE

2 CHARACTER OF MATERIALS

2.1 The Local Geology

2.2 Materials Encountered

2.2.1 Entrance Channel, Cut 1-N, Station 00+00 to Station 100+00

2.2.2 North Turning Basin, Entrance Channel, Cut 1-N

2.2.3 South Turning Basin, Entrance Channel, Cut 1-N

2.2.4 Entrance Channel, Cut 1-N, Station 100+00 to Station 200+00

2.2.5 North Settling Basin, Entrance Channel, Cut 1-N

2.2.6 South Settling Basin, Entrance Channel, Cut 1-N

2.2.7 Entrance Channel, Cut 1-N, Station 200+00 to Station 500+00

2.2.8 Range A, Inner Entrance Channel, Station 0+000 to Station 8+000

2.2.9 Range A1, Inner Entrance Channel, Station 8+000 to Station 10+000

2.2.10 Range A2, Inner Entrance Channel, Station 10+000 to Station 12+000

2.2.11 Range B, Inner Entrance Channel, Station 12+000 to Station 15+350

2.2.12 Range C, Inner Entrance Channel, Station 15+350 to Station 22+500

2.2.13 Range D, Inner Entrance Channel, Station 22+500 to Station 30+750

2.2.14 Range E, Inner Entrance Channel, Station 30+750 to Station 31+800

3 DEFINITIONS

3.1 Definitions of Basic Terms

3.2 Current Logging Terms

3.3 Previous Logging Terms

3.4 Testing and Procedure Methods

4 GEOTECHNICAL DATA

4.1 Summary of Field Investigations

4.2 Summary of Index Testing Data

4.3 Summary of Additional Laboratory Testing Data

4.4 Boring Log Notes

4.5 Inspection of Recovered Materials

4.6 Boring Logs

4.7 Laboratory Testing Data

List of Tables

Table 1. Available Vibracore Data Table 2. Available Surficial Samples Data Table 3: Index Testing Available for this Project Table 4. Available Sedimentation Rate Data

List of Plates

Plate 1. Vicinity Map Plate 2. Location of Field Investigations Plate 3. Location of Field Investigations Plate 4. Location of Field Investigations Plate 5. Location of Field Investigations Plate 6. Location of Field Investigations Plate 7. Location of Field Investigations Plate 8. Location of Field Investigations Plate 9. Location of Field Investigations

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GEOTECHNICAL DATA REPORT

1 SCOPE

The information provided in this section encompasses the geotechnical field investigations available for this project. The investigations consist of vibracore borings, and surficial samples.

The associated boring logs and laboratory data are presented in paragraphs 4.5 and 4.6, respectively. A character of materials paragraph is included to provide a comprehensive description of the materials utilizing both recent and 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.

2 CHARACTER OF MATERIALS

2.1 THE LOCAL GEOLOGY

The Kings Bay Entrance Channel (St. Mary's Inlet/Fernandina Harbor) separates Cumberland Island to the north from Amelia Island to the south and is part of southeast Georgia and northeast Florida coastal plain. Surficial sediments composed of sands, shell, soft silts and clays are Holocene (present to 12k years Before Present (BP)) and Pleistocene (12k to 1.8 Million Years ago (Mya)) in age. These surficial sediments represent barrier island and marsh/lagoon facies of numerous shoreline complexes. Sparse Pliocene (1.8 Mya to 5.3 Mya) siliciclastics underlie these Pleistocene sediments. Extensive deposits of the Miocene (5.3 Mya to 23.8 Mya) aged Hawthorn Group lie just under most surficial sediments in the Kings Bay Entrance Channel. The composition of the Hawthorn Group is highly variable, reflecting different depositional environments and repeated reworking of the sediment in response to sea level fluctuations on the shallow water shelf. The lithologies of the Hawthorn Group include limestone, dolomite, clay, and quartz sands with a notable quantity of phosphorite.

2.2 MATERIALS ENCOUNTERED

The Kings Bay Entrance Channel has been dredged to the maximum authorized depth with allowable over-depth multiple times over the life of the project. The most recent dredging of the Kings Bay Entrance Channel occurred in 2019. Therefore, all shoaled materials are newly deposited in the channel through normal coastal processes occurring in and around inlets. As such, all of the recent vibracore logs were collected prior to the last dredging event, but are representative of the shoaled material.

The shallow sediments on the upland adjacent to Kings Bay Naval Submarine Base are typified as fine to medium-grained sands interbedded with silty and/or clayey fine sands that extend to a

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 4 depth of at least 50 feet below ground level. It is anticipated that these upland materials will also be present in the shoaled maintenance dredging areas within Range C to Range E.

Rock in the allowable over depth areas may or may not have been previously dredged as part of a continuous maintenance program, and may exist as gravel to boulder size rock fragments. If encountered, in situ rock is not required to be dredged.

2.2.1 Entrance Channel, Cut 1-N, Station 00+00 to Station 100+00

The shoaled materials in this portion of the Entrance Channel consist of fine to medium sand-sized quartz and minor silt with varying amounts of sand to gravel-sized shell fragments. Whole and broken angular shell fragments ranging in size from sand to cobble-size greater than 3” have been present in previous dredging events.

The western portion of this reach of the channel was originally excavated in rock; therefore, rock fragments could be encountered when dredging to the lower elevations. Any in-situ rock, if encountered, is not required to be dredged. Additionally, occasional beds of oyster shells were encountered during historical explorations.

2.2.2 North Turning Basin, Entrance Channel, Cut 1-N

The shoaled material in this portion of the north turning basin is predominately poorly graded, fine sand-sized to gravel-sized shell fragments with fine to medium sand-sized quartz.

2.2.3 South Turning Basin, Entrance Channel, Cut 1-N

The shoaled material in this portion of the south turning basin is predominately poorly graded, fine to medium sand-sized shell fragments with fine to medium-sized sand-sized quartz. Hard limestone rests below the shoaled materials between -45 to -47 feet MLLW.

2.2.4 Entrance Channel, Cut 1-N, Station 100+00 to Station 200+00

The shoaled materials in this portion of the channel and settling basin consist predominately of poorly graded, fine to medium sand-sized quartz with minor silt and varying amounts of sand to gravel-sized shell fragments. Whole and broken angular shell fragments ranging in size from sand to cobbles have been present in previous dredging events.

Materials that shoal in this area have been placed on the beach for numerous annual dredging cycles.

2.2.5 North Settling Basin, Entrance Channel, Cut 1-N

The shoaled materials in this portion of the north settling basin are predominately poorly graded, fine to medium sand-size quartz with medium sand-sized to cobble sized shell.

2.2.6 South Settling Basin, Entrance Channel, Cut 1-N

The shoaled materials in this portion of the south settling basin range from poorly-graded to silty sand, fine sand-sized quartz with silt and fine sand-sized to cobble sized shell fragments.

2.2.7 Entrance Channel, Cut 1-N, Station 200+00 to Station 500+00

The shoaled materials in this portion of the channel are highly variable in composition and has historically been placed in the ocean dredged material disposal site (ODMDS). It has been determined that the material does not consistently meet beach/nearshore quality criteria. Shoaled materials vary from poorly-graded, medium to fine sand-sized quartz to silty sand, silt, and clay with few shell fragments. Whole and broken angular shell fragments vary from sand to cobble-size greater than 3”.

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2.2.8 Range A, Inner Entrance Channel, Station 0+000 to Station 8+000

The shoaled material in this portion of the channel is predominately fine to medium-grained sand-size quartz with minor amounts of sand to gravel-sized shell.

2.2.9 Range A1, Inner Entrance Channel, Station 8+000 to Station 10+000

The shoaled material in this portion of the channel is predominately fine to medium-grained sand-size quartz with minor amounts of sand to gravel-sized shell.

2.2.10 Range A2, Inner Entrance Channel, Station 10+000 to Station 12+000

The shoaled material in this portion of the channel is predominately fine to medium-grained sand-size quartz with minor amounts of sand to gravel-sized shell.

2.2.11 Range B, Inner Entrance Channel, Station 12+000 to Station 15+350

The shoaled material in this portion of the channel is predominately clayey sand and clay with gravel to cobble-size limestone fragments. At some locations, some gravel sized limestone fragments left behind by previous dredging events may also be encountered.

2.2.12 Range C, Inner Entrance Channel, Station 15+350 to Station 22+500

Depending on the location or depth, the materials to be dredged include fine to medium sand, silt, and clay. Trace to little shell is also present. At some locations, some gravel to cobble sized limestone fragments left behind by previous dredging events may also be encountered.

2.2.13 Range D, Inner Entrance Channel, Station 22+500 to Station 30+750

Depending on the location or depth, the materials to be dredged include fine to medium sand, silt, and clay. Trace to little shell is also present. At some locations, some gravel to cobble sized limestone fragments left behind by previous dredging events may also be encountered.

2.2.14 Range E, Inner Entrance Channel, Station 30+750 to Station 31+800

Depending on the location or depth, the materials to be dredged include fine to medium sand, silt, and clay. Trace to little shell is also present. At some locations, some gravel to cobble sized limestone fragments left behind by previous dredging events may also be encountered.

3 DEFINITIONS

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

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.

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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.

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.

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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).

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

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

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.

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

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Test/Procedure Method 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 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

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Test/Procedure Method 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

4 GEOTECHNICAL DATA

4.1 SUMMARY OF FIELD INVESTIGATIONS

The tables below summarize the field investigations data set available for this project.

Table 1. Available Vibracore Data

Designation State Plane, GA East, NAD 83 Available for Inspection

Location within Project

Easting (X) Northing (Y)

VB-KB05--01 881330 258570

Cut 1-N, Stations 0+00 to 100+00

VB-KB05-03 882651 258297

VB-KB05-06 884072 258523

VB-KB05-07 886343 258365

VB-KB05-09 888825 258803

VB-KB05-10 889060 258477

VB-KB05-11 889153 258748

VB-KB05-12 889346 258931

VB-KB05-13 889434 258879

VB-KB05-14 890166 258604

VB-KB05-15 890348 258695

VB-KB15-28 890042 258565

VB-KB15-31 884932 258396

VB-KB05-04 883238 258653

North Turning Basin

VB-KB05-08 887010 258936

VB-KB15-34 882264 258890

VB-KB15-57 884173 259005

VB-KB05-02 882386 257861

South Turning Basin

VB-KB05-05 883257 257988

VB-KB15-32 883633 258078

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State Plane, GA East, NAD 83 Available for Inspection

Location within Project

Easting (X) Northing (Y)

VB-KB15-33 882382 257928

South Turning Basin

VB-KB05-16 896152 259027

Cut 1-N, Stations

100+00 to 200+00

VB-KB15-22 895817 259065

VB-KB15-24 894483 259093

VB-KB15-25 893478 259012

VB-KB15-27 892012 259055

VB-KB05-12A 892714 259265 North Settling Basin

VB-KB05-17 898234 259559

VB-KB05-18 900139 259535

VB-KB15-17 901810 259588

North Settling Basin

VB-KB15-21 898324 259575

VB-KB15-23 895092 259387

VB-KB15-26 893019 259303

VB-KBEC18-1 902405 259687

VB-KBEC18-2 899117 259536

VB-KBEC18-3 896956 259548

VB-KB05-19 900365 258890

South Settling Basin

VB-KB05-21 902740 259069

VB-KB15-15 903356 259020

VB-KB15-18 901191 258920

VB-KB15-20 899729 258861

VB-KB05-20 902731 259547

Cut 1-N, Stations

200+00 to 500+00

VB-KB05-22 903032 259346

VB-KB05-23 903295 259585

VB-KB05-24 903628 259374

VB-KB05-25 914898 260091

VB-KB05-26 915119 260078

VB-KB05-27 918825 260264

VB-KB05-28 919697 260322

VB-KB05-29 920298 260346

VB-KB05-29B 920294 260346

VB-KB05-30 922704 260458

VB-KB05-31 927311 260669

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Location within Project

Easting (X) Northing (Y)

VB-KB15-1 923792 260497

Cut 1-N, Stations

200+00 to 500+00

VB-KB15-2 922316 260442

VB-KB15-3 921224 260392

VB-KB15-4 919801 260327

VB-KB15-5 918865 260291

VB-KB15-6 916107 260152

VB-KB15-7 915946 259703

VB-KB15-8 913553 259648

VB-KB15-9 913550 260030

VB-KB15-10 911003 259916

VB-KB15-11 909806 259863

VB-KB15-12 907005 259742

VB-KB15-13 904598 259619

VB-KB15-14 904632 259186

VB-KB15-16 903213 259587

VB-KB15-19 901028 259462

VB-KB15-51 902134 259094

VB-KB15-52 903955 259400

VB-KB15-53 927366 260677

VB-KB15-54 928668 260738

VB-KB15-55 929374 260759

VB-KB15-56 902765 259319

VB-KBEC12-A1-1 872530 262666

Range A, Station

4+100 to 8+000

VB-KBEC12-A1-2 873167 262226

VB-KB15-36 876431 260048

VB-KB15-37 874305 261421

VB-KBEC12-A1-1 872530 262666

Range A1, Station 8+000 to 10+000

VB-KBEC12-A1-2 873167 262226

VB-KBIC13-10 872262 262832

VB-KB15-38 873544 261894

VB-KB15-39 871444 264310

Range A2, Station 10+000 to

12+000 VB-KB15-40 871315 263082

VB-KBEC12-B-1 870747 266706

Range B, Station

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00 31 32 - 12 for Inspection

Location within Project

Easting (X) Northing (Y) 12+000 to

15+350 VB-KBEC12-B-2 870901 265713 Range B, Station 12+000 to 15+350

VB-KBIC13-09 870707 266949

VB-KB15-41 870642 266830

VB-KBEC12-C-1 870271 273938

Range C, Station

15+350 to 22+500

VB-KBEC12-C-2 870236 271654

VB-KBIC13-08 870285 272306

VB-KB15-42 870288 271184

VB-KB15-43 870460 274230

VB-KB15-44 870292 274828

VB-KB15-50 870079 268483

VB-KB15-58 870366 272970

VB-KB15-67 870703 271790

VB-KBEC12-C-1 870271 273938

VB-KBIC13-05 869836 278778

Range D, Station 22+700 to

30+750

VB-KBIC13-06 870317 278686

VB-KBIC13-07 870179 276129

VB-KB15-45 869860 278725

VB-KB15-59 870339 275707

Range D, Station

22+700 to 30+750

VB-KB15-60 870097 277345

VB-KB15-64 869557 283005

VB-KB15-65 869853 281256

VB-KB15-66 870696 276245

VB-KB15-W1 870817 275952

VB-KB15-W2 870303 279061

VB-KB15-W3 869786 282211

VB-KBIC13-03 868545 283068 Range E, Station

30+750 to

31+800 VB-KB15-46 868586 283137

* Coordinates presented correspond to the project coordinate system and datum

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Table 2. Available Surficial Samples Data

State Plane, GA East, NAD 83 Location within

Project Easting (X) Northing (Y)

SS-KBEC09-2 884249 258269

Cut 1-N, Stations 0+00 to 100+00 SS-KBEC09-5 889560 258503

SS-KBEC09-6 890142 258949

SS-KBEC09-4 887346 259195 North Turning Basin

SS-KBEC09-1 882825 257916 South Turning Basin SS-KBEC09-3 886899 258062

SS-KBEC09-7 891617 259019

Cut 1-N, Stations 100+00 to 200+00

SS-KBEC09-8 892466 258676

SS-KBEC09-11 896018 258961

SS-KBEC09-14 900720 259005

SS-KBEC09-9 893138 259298

North Settling Basin

SS-KBEC09-10 894673 259376

SS-KBEC09-12 898331 259640

SS-KBEC09-13 899497 259534

SS-KBEC09-15 901296 259615

SS-KBEC09-18 902733 259654

SS-KBEC09-21 903384 259671

SS-KBEC09-19 902780 258995 South Settling

Basin SS-KBEC09-22 903363 258997

SS-KBEC09-16 901626 259077

Cut 1-N, Stations 200+00 to 500+00

SS-KBEC09-17 902401 259079

SS-KBEC09-20 903185 259333

SS-KBEC09-23 903730 259553

SS-KBEC09-24 903857 259170

SS-KBEC09-25 904664 259635

SS-KBEC09-26 906074 259701

SS-KBEC09-27 906102 259262

SS-KBEC09-28 907010 259715

SS-KBEC09-29 908198 259362

SS-KBEC09-30 909191 259841

SS-KBEC09-31 910196 259471

SS-KBEC09-32 911202 259899

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 14

State Plane, GA East, NAD 83 Location within

Project Easting (X) Northing (Y)

SS-KBEC09-33 912199 259544

Cut 1-N, Stations 200+00 to 500+00

SS-KBEC09-34 913198 259999

SS-KBEC09-35 914944 260080

SS-KBEC09-36 917321 260182

SS-KBEC09-37 918843 260290

SS-KBEC09-38 919755 260329

SS-KBEC09-39 922618 260452

SS-KBEC09-40 923777 260518

SS-KBEC09-41 927384 260675

GS-KBC03-1 870726 265008 Range B, Station

12+000 to 15+350 GS-KBC03-2 870446 266483

GS-KBC03-3 870336 267947

Range C, Station 15+350 to 22+500

GS-KBC03-4 870336 269442

GS-KBC03-5 870438 270939

GS-KBC03-6 870535 272436

GS-KBC03-7 870634 273934

GS-KBC03-10 870280 274343

GS-KBC03-8 870201 275760

Range D, Station 22+500 to 30+750

GS-KBC03-9 870599 275426

GS-KBC03-11 870358 276910

GS-KBC03-12 870117 278391

* Coordinates presented correspond to the project coordinate system and datum

4.2 SUMMARY OF INDEX TESTING DATA

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

Table 3: Index Testing Available for this Project

Boring Designation

Sample

ID

USCS Class. Carbonate Content

Percent Fines (%)

Percent Visual Shell (%)

Munsell Color

GS-KBC03-1 1 SP 4 17 grayish brown GS-KBC03-2 2 SP 2.5 9 grayish brown GS-KBC03-3 3 SP 2 9 gray GS-KBC03-4 4 SP 2.5 6 brown GS-KBC03-5 5 SP 3 2 grayish brown

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 15

Sample

ID

USCS Class. Carbonate Content

Percent Fines (%)

Percent Visual Shell (%)

Munsell Color

GS-KBC03-6 6 SC 32 0 grayish brown GS-KBC03-7 7 SC 23 1 gray GS-KBC03-8 8 SP 3 1 grayish brown GS-KBC03-9 9 SC 23 4 grayish brown GS-KBC03-10 10 SC 12 0 dark gray GS-KBC03-11 11 SC 15 3 dark gray GS-KBC03-12 12 SP-SC 8 7 light brown GS-KBC03-13 13 SP 3.2 6 gray GS-KBC03-14 14 SP-SC 5.5 1 grayish brown

SS-KBEC09-1 1 SP 70 10YR 5/3

SS-KBEC09-2 2 SP 84 10YR 5/3

SS-KBEC09-3 3 SP 59 10YR 5/2

SS-KBEC09-4 4 SP 58 10YR 5/2

SS-KBEC09-5 5 SP 62 10YR 5/1

SS-KBEC09-5 5 SP 58 10YR 5/2

SS-KBEC09-6 6 SP 36 10YR 5/1

SS-KBEC09-7 7 SP 51 10YR 5/2

SS-KBEC09-8 8 SP 39 10YR 5/1

SS-KBEC09-9 9 SP 59 10YR 5/2

SS-KBEC09-10 10 SP 54 10YR 5/1

SS-KBEC09-11 11 SP 46 10YR 5/1

SS-KBEC09-12 12 SP 30 5GY 3/1

SS-KBEC09-13 13 SP 83 10YR 5/3

SS-KBEC09-14 14 SP 6 5Y 4/1

SS-KBEC09-15 15 SP 11 10YR 5/1

SS-KBEC09-16 16 SM 5BG 3/1

SS-KBEC09-17 17 SM 5BG 3/1

SS-KBEC09-18 18 SP 17 10YR 5/1

SS-KBEC09-19 19 SM 10Y 3/1

SS-KBEC09-20 20 SM 10Y 2.5/1

SS-KBEC09-21 21 SP 1 10YR 5/1

SS-KBEC09-22 22 SM 10Y 2.5/1

SS-KBEC09-23 23 SM 10Y 3/1

SS-KBEC09-24 24 MH 10Y 2.5/1

SS-KBEC09-25 25 MH 5GY 3/1

SS-KBEC09-26 26 MH 5GY 2.5/1

SS-KBEC09-27 27 MH 5GY 2.5/1

SS-KBEC09-28 28 MH 5GY 2.5/1

SS-KBEC09-29 29 MH 5GY 2.5/1

SS-KBEC09-30 30 MH 5GY 3/1

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 16

Sample

ID

USCS Class. Carbonate Content

Percent Fines (%)

Percent Visual Shell (%)

Munsell Color

SS-KBEC09-31 31 MH 5GY 3/1

SS-KBEC09-32 32 MH 5GY 2.5/1

SS-KBEC09-33 33 MH 5GY 2.5/1

SS-KBEC09-34 34 MH 5GY 2.5/1

SS-KBEC09-35 35 SM N 2.5/

SS-KBEC09-36 36 SP-SM 6 5Y 3/1

SS-KBEC09-37 37 SP 3 10Y 3/1

SS-KBEC09-38 38 SP 7 10G 4/1

SS-KBEC09-39 39 SP 15 10G 5/1

SS-KBEC09-40 40 SP 13 10G 5/1

SS-KBEC09-41 41 SP 2 10Y 4/1

VB-KB05-03 1 SP-SM 10.79 1 10Y 6/1

VB-KB05-04 1 SP-SM 9.91 22 10Y 6/1

VB-KB05-05 1 SP-SM 11.88 31 2.5Y 6/2

VB-KB05-06 1 GP 4.23 15 10Y 6/1

VB-KB05-07 1 SP 0.96 39 2.5Y 6/2

VB-KB05-08 1 SP 1.3 40 2.5Y 6/2

VB-KB05-09 1 SP 1.3 42 2.5Y 5/4

VB-KB05-10 1 SP 0.61 36 2.5Y 6/2

VB-KB05-11 1 SP 1.56 44 2.5Y 6/2

VB-KB05-12 1 SP 0.91 46 2.5Y 5/4

VB-KB05-12A 1 SP 0.97 42 2.5Y 6/2

VB-KB05-13 1 SP 2.59 38 2.5Y 5/4

VB-KB05-14 1 SP 1.94 35 2.5Y 6/2

VB-KB05-15 1 SP 1.06 41 2.5Y 5/4

VB-KB05-16 1 SP 1.76 35 2.5Y 5/4

VB-KB05-17 1 SP 2.1 29 10Y 5/1

VB-KB05-18 1 SP 1.41 23 2.5Y 5/2

VB-KB05-19 1 SP 3 18 2.5Y 7/1

VB-KB05-20 1 SP 1.57 8 2.5Y 7/1

VB-KB05-21 1 MH 53.89 5 N 3/

VB-KB05-22 1 SM 14.09 10 10Y 4/1

VB-KB05-23 1 SP 3.39 10 10Y 5/1

VB-KB05-24 1 SM 20.71 8 N 3/

VB-KB05-25 1 SM 43.13 8 N 3/

VB-KB05-26 1 MH 68.89 4 N 3/

VB-KB05-27 1 SP 1.95 5 10Y 6/1

VB-KB05-28 1 SP 1.88 12 10Y 6/1

VB-KB05-28 2 SP 3.45 10 10Y 6/1

VB-KB05-29 1 SP 2.63 12 10Y 6/1

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 17

Sample

ID

USCS Class. Carbonate Content

Percent Fines (%)

Percent Visual Shell (%)

Munsell Color

VB-KB05-29 2 SP 4.37 21 10Y 5/1

VB-KB05-30 1 SP 1.72 16 10Y 6/1

VB-KB05-30 2 SP 1.73 32 10Y 5/1

VB-KB05-31 1 SP 1.64 12 10Y 6/1

VB-KBEC12-A-1 1 SP 1.11 31 5Y 6/2

VB-KBEC12-A1-1 1 SC 20.86 0.6 2.5Y 5/4

VB-KBEC12-A1-1 2 SP-SM 5.05 0 5Y 5/1

VB-KBEC12-A1-2 1 SP-SM 9.15 2.8 5Y 4/1

VB-KBEC12-A1-2 2 SM 20.5 8.9 5Y 4/3

VB-KBEC12-A1-2 3 SM 34.67 5Y 4/1

VB-KBEC12-A-2 1 SP-SM 11.18 19.6 5Y 4/1

VB-KBEC12-B-1 1 SP-SM 9.96 2.4 2.5Y 4/1

VB-KBEC12-B-2 1 SP 3.57 12 5Y 5/2

VB-KBEC12-C-1 1 SM 15.31 0 5Y 3/1

VB-KBEC12-C-1 2 SM 44.58 5Y 3/1

VB-KBEC12-C-2 1 SP 0.99 1.1 5Y 5/1

VB-KBEC12-C-2 2 SM 13.5 0.3 5Y 4/1

VB-KBEC12-C-2 3 SM 14.92 5Y 5/1

VB-KBEC12-C-2 4 SM 17.83 5Y 4/1

VB-KBIC13-01 1 OH 94.88 0.1 2.5Y 3/2

VB-KBIC13-01 2 CH 97.67 0.1 2.5Y 3/2

VB-KBIC13-02 1 CL 53.33 3.7 2.5Y 4/1

VB-KBIC13-02 2 CL 77.1 1.5 2.5Y 3/2

VB-KBIC13-03 1 SC 25.54 0.7 2.5Y 3/2

VB-KBIC13-03 2 OH 95.01 0.4 10YR 3/2

VB-KBIC13-04 1 SP 1.37 4.5 2.5Y 7/3

VB-KBIC13-04 2 SC 20.61 0.9 2.5Y 8/2

VB-KBIC13-04 3 SP 1.15 1.8 2.5Y 4/1

VB-KBIC13-05 1 SW 0.49 2.9 10YR 5/6

VB-KBIC13-05 2 SC 29.7 2 2.5Y 3/1

VB-KBIC13-05 3 SP 1.65 0.4 2.5Y 6/1

VB-KBIC13-05 4 SW 1.81 24.3 2.5Y 4/1

VB-KBIC13-06 1 SW 2.5 7.14 2.5Y 5/4

VB-KBIC13-06 2 SC 20.97 1.6 10YR 3/2

VB-KBIC13-06 3 SW 3.18 13.1 10YR 6/2

VB-KBIC13-07 1 SP 1.79 2.4 10YR 5/6

VB-KBIC13-07 2 SC 28.31 1.1 10YR 3/2

VB-KBIC13-07 3 SP-SM 6.43 0.6 10YR 5/1

VB-KBIC13-08 1 SP-SM 6.59 1 5G 3/3

VB-KBIC13-08 2 SP-SM 6.92 0.2 5G 3/2

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 18

Sample

ID

USCS Class. Carbonate Content

Percent Fines (%)

Percent Visual Shell (%)

Munsell Color

VB-KBIC13-08 3 SC 46.9 1.7 10YR 3/2

VB-KBIC13-09 1 SP 2.81 4.5 10YR 5/4

VB-KBIC13-09 2 SM 23.8 2.6 2.5Y 4/2

VB-KBIC13-09 3 SP 2.64 2.4 2.5Y 5/4

VB-KBIC13-09 4 SC 42.72 0.8 2.5Y 3/1

VB-KBIC13-09 5 SP 4.4 2.1 2.5Y 7/2

VB-KBIC13-10 1 SP 0.59 7 2.5Y 5/6

VB-KBIC13-10 2 SW 3.91 8.7 2.5Y 4/2

VB-KBIC13-10 3 SW-SC 5.76 0.1

VB-KB15-1 1 SP-SC 5.2 14.2 5GY 4/1

VB-KB15-2 1 SM 18.47 10.7 10Y 4/2

VB-KB15-11 1 MH 62.66 0 N 3/

VB-KB15-13 1 SM 42.1 0 10Y 3/1

VB-KB15-15 1 SM 36.65 0 5Y 5/2

VB-KB15-16 1 SM 15.04 0.8 5Y 4/2

VB-KB15-17 1 SW 1.47 7.1 5Y 7/2

VB-KB15-17 2 SW 0.48 9 5Y 7/2

VB-KB15-18 1 SP 2.97 6.3 5Y 5/2

VB-KB15-19 1 SW 2.6 17.2 5Y 5/2

VB-KB15-19 2 SM 12.74 1.4 5Y 4/2

VB-KB15-21 1 SW 1.44 19.5 5Y 7/2

VB-KB15-26 1 SW 1.04 40.6 5Y 6/2

VB-KB15-32 1 SM 17.96 0.4 N 7/

VB-KB15-32 2 SM 13.12 0.1 N 7/

VB-KB15-33 1 SM 14.08 0.2 5Y 7/2

VB-KB15-33 2 SM 12.06 0.3 5Y 4/2

VB-KB15-38 1 SW 3.25 4 5Y 4/2

VB-KB15-41 1 SC 18.32 0 10Y 5/1

VB-KB15-43 1 SP-SM 8.74 0 5Y 4/2

VB-KB15-46 1 CH 66.28 0 N 3/

VB-KB15-47 1 SM 17.09 0.5 5Y 4/2

VB-KB15-54 1 SP-SM 6.83 1.5 10Y 6/1

VB-KB15-58 1 SP 3.52 0 5Y 4/2

VB-KB15-58 2 SP-SM 5.68 0 N 5/

VB-KB15-65 1 SP 2.4 4.5 5Y 5/2

VB-KB15-W3 1 SP-SM 5.59 2.5 5Y 7/2

VB-KB15-W4 1 SP-SM 5.2 0.2 5Y 7/2

VB-KBEC18-1 1 SP 22.1 0.98 34.3 2.5Y 4/1

VB-KBEC18-1 2 SP 2.28 39.2 5Y 3/1

VB-KBEC18-1 3 SP 1.08 13.4 5Y 5/2

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 19

Sample

ID

USCS Class. Carbonate Content

Percent Fines (%)

Percent Visual Shell (%)

Munsell Color

VB-KBEC18-1 4 SP 1.11 24.9 2.5Y 4/1

VB-KBEC18-2 1 SP 43.2 1.52 48.1 10YR 4/1

VB-KBEC18-2 2 SP 31.9 1.63 34.7 2.5Y 5/1

VB-KBEC18-2 3 SP 2.57 38.3 5Y 4/1

VB-KBEC18-2 4 SC 31.16 13.8 10Y 4/1

VB-KBEC18-3 1 Limestone 9.42 5.6 2.5Y 5/1 VB-KBEC18-3 2 Limestone 12 37.74 1.1 10YR 7/1 VB-KBEC18-3 3 Limestone 31.32 0 10Y 7/1

4.3 SUMMARY OF ADDITIONAL LABORATORY TESTING DATA

Suspended-sediment sample testing were Test data sheets are included in paragraph 4.7.

Table 4. Available Sedimentation Rate Data

Boring Number Sample

Depth (feet) USCS Final concentration (in grams per liter, g/l) GS-KBC03-2 2 Surface SP 1471 GS-KBC03-2 7 Surface SC 1020 GS-KBC03-2 12 Surface SP-SC 1852

4.4 BORING LOG NOTES

All vibracore borings were sampled using an Alpine style, pneumatic vertical hammer, vibracore drilling apparatus having a continuous 20-foot by 3 or 3 1/2-inch core barrel with clear plastic core liner until refusal was encountered. Refusal is defined as no additional penetration of the vibracore with two minutes of additional effort applied to penetrate through the resistant layer at maximum vibration.

Surficial samples GS-KBC03-01 to GS-KBC03-14 and SS-KBEC09-1 to SS-KBEC09-22 were taken using a clam shell bucket sampler.

4.5 INSPECTION OF RECOVERED MATERIALS

The material recovered from borings marked with a checkmark in Table 1 is available for inspection by prospective offerors at the Corps of Engineers District warehouse listed below:

Address: 3077 Talleyrand Avenue Jacksonville, 32206 Florida Hours: 7:00 am to 2:30 pm

The recovered materials will be available for inspection during normal business hours as noted above, except Federal holidays, during the entire bid period. Prospective offerors shall notify the project geologist at 904-232-1054 or Chief, Geology and Explorations Section at 904-232-1617 at least four (4) working days before the visit.

The following information will be required to schedule the visit:

(1) Project title;

(2) Specific borings or entire set which are to be viewed;

(3) Date, time, and duration of the visit;

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 20

(4) Name of the person(s) and company to view the borings; and

(5) Point of contact and phone number regarding the visit.

Prospective offerors shall record their material examination visit in a record book maintained at the inspection site.

It is strongly suggested that prospective offerors view the samples before submitting their bid.

00 31 32 - 21

Legend Boundary Line Channel Boundary Line Center Line

³

0 1.5 30.75 Miles

Project Location

Plate 4Plate 3Plate 2Plate 7

Plate 9

Station 0+00

Station 100+00

Station 200+00

Station 300+00

Station 400+00

Station 500+00Station

10+000

Station 20+000

Station 30+000

Plate 5

Dwn by:

Ckd by:

Dated:

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PLATE NO.

1CRS

JLC

JLC

26 MAR 19

Dsn by:

KING'S BAY ENTRANCE CHANNEL

O&M GEOTECHICAL DATA REPORT

Geotechnical Drawings Not for Construction

Plate 6

Plate 8

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 22

!O

!O

!O

!O

!O

!O !O

!O !O

!O

!O !O!O

!O!O !O

!O

!O !O

!O !O

Station

0+00 VB-KB05-11

VB-KB05-09North Turning Basin

SouthTurning Basin

Station 100+00

SS-KBEC09-6

SS-KBEC09-5

SS-KBEC09-4

SS-KBEC09-3

SS-KBEC09-1

VB-KB15-57

VB-KB15-34

VB-KB15-33

VB-KB15-32

VB-KB15-31 VB-KB15-28

VB-KB05-15

VB-KB05-14

VB-KB05-13

VB-KB05-12

VB-KB05-10

VB-KB05-08

VB-KB05-07

VB-KB05-06

VB-KB05-05

VB-KB05-04

VB-KB05-03

VB-KB05-02

VB-KB05-01

Legend !O Vibracore !? Surface Sample

Boundary Line Channel Boundary Line Center Line

³

0 1,000 2,000500 Feet

PLATE NO.

KINGS BAY

ENTRANCE CHANNEL

O&M DREDGING

FY 20

GEOTECHNICAL

DRAWINGS

NOT FOR

CONSTRUCTION

Boring Location Map

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT

CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

Dwn by:

Ckd by:

Dated:

CRSJLC

JLC 26 MAR 19

Dsn by:

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 23

!O

!O!O

!O

!O !O

!O

!O

!O

!O

!O

!O

!O!O

!O

!O

!O

!O!O

Station 200+00

Station 100+00

SS-KBEC09-9

SS-KBEC09-8

SS-KBEC09-7

SS-KBEC09-13

SS-KBEC09-12

SS-KBEC09-11

SS-KBEC09-10

VB-KB15-27

VB-KB15-26

VB-KB15-25

VB-KB15-24

VB-KB15-23

VB-KB15-22

VB-KB15-21 VB-KB15-20

VB-KB05-18

VB-KB05-19

VB-KB05-17

VB-KB05-16VB-KB05-15

VB-KB05-12A

VB-KBEC18-3

VB-KBEC18-2

Legend !O Vibracore !? Surface Sample

Boundary Line Channel Boundary Line Center Line

³

0 1,000 2,000500 Feet

PLATE NO.

KINGS BAY

ENTRANCE CHANNEL

O&M DREDGING

FY 20

GEOTECHNICAL

DRAWINGS

NOT FOR

CONSTRUCTION

Boring Location Map

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT

CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

Dwn by:

Ckd by:

Dated:

CRSJLC

JLC 30 APR 19

Dsn by:

U.S. Naval Station Kings Bay, Maintenance Dredging Camden County, Georgia and Nassau County, Florida

00 31 32 - 24

North Settling Basin

South Settling Basin

!?!O

!O

!O

!O

!O

!O !O

!O!O !O

!O

!O !O

!O!O

!O

!O

!O

!O!O

!O

Station 300

Station 200+00

Station 300+00

VB-KB05-21

VB-KB05-23

VB-KB05-16

VB-KB15-13

VB-KB15-11

SS-KBEC09-31

SS-KBEC09-30

SS-KBEC09-29

SS-KBEC09-28

SS-KBEC09-27

SS-KBEC09-26

SS-KBEC09-25

SS-KBEC09-24

SS-KBEC09-23

SS-KBEC09-22

SS-KBEC09-21

SS-KBEC09-20

SS-KBEC09-19

SS-KBEC09-18

SS-KBEC09-17

SS-KBEC09-16

SS-KBEC09-15

SS-KBEC09-14

VB-KB15-56

VB-KB15-52

VB-KB15-51

VB-KB15-18

VB-KB15-17

VB-KB15-15

VB-KB15-14

VB-KB15-12

VB-KB05-24

VB-KB05-22

VB-KB05-20

VB-KB15-19

VB-KBEC18-1

Legend !O Vibracore !? Surface Sample

Boundary Line Channel Boundary Line Center Line

³

0 1,000 2,000500 Feet

PLATE NO.

KINGS BAY

ENTRANCE CHANNEL

O&M DREDGING

FY 20

GEOTECHNICAL

DRAWINGS

NOT FOR

CONSTRUCTION

Boring Location Map

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT

CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

Dwn by:

Ckd by:

Dated:

CRSJLC

JLC 30 APR 19

Dsn by:

U.S. Naval Station Kings Bay, Maintenance Dredging Camden County, Georgia and Nassau County, Florida

00 31 32 - 25

North Settling Basin

South Settling Basin

!O !O

!O !O !O!O!O!O !O

!O!O

!O !O!O

Station 300+00

VB-KB15-9

VB-KB15-8

VB-KB15-7

VB-KB15-6

VB-KB15-5

VB-KB15-4

VB-KB15-10

VB-KB05-28

VB-KB05-27

VB-KB05-26

VB-KB05-25 SS-KBEC09-38

SS-KBEC09-37

SS-KBEC09-36

SS-KBEC09-35

SS-KBEC09-34

SS-KBEC09-33

SS-KBEC09-32

SS-KBEC09-31

Legend !O Vibracore !? Surface Sample

Boundary Line Channel Boundary Line Center Line

³

0 1,000 2,000500 Feet

PLATE NO.

KINGS BAY

ENTRANCE CHANNEL

O&M DREDGING

FY 20

GEOTECHNICAL

DRAWINGS

NOT FOR

CONSTRUCTION

Boring Location Map

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT

CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

Dwn by:

Ckd by:

Dated:

CRSJLC

JLC 26 MAR 19

Dsn by:

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 26

!O !O!O !O

!O !O!O!O!O!O

!O !O !O

Cut 1N

Station 400+00

Station 500+00

VB-KB15-4

VB-KB15-3

VB-KB15-2

VB-KB15-1

VB-KB15-55

VB-KB15-54

VB-KB15-53

VB-KB05-31

VB-KB05-30

VB-KB05-29

VB-KB05-28

SS-KBEC09-41

SS-KBEC09-40

SS-KBEC09-39

SS-KBEC09-38

Legend !O Vibracore !? Surface Sample

Boundary Line Channel Boundary Line Center Line

³

0 1,000 2,000500 Feet

PLATE NO.

KINGS BAY

ENTRANCE CHANNEL

O&M DREDGING

FY 20

GEOTECHNICAL

DRAWINGS

NOT FOR

CONSTRUCTION

Boring Location Map

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT

CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

Dwn by:

Ckd by:

Dated:

CRSJLC

JLC 26 MAR 19

Dsn by:

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 27

!O

!O !O

!O

!O

!O

!O

!O

!O

!O

Station

0+00VB-KB15-35

Range A2

Range A1

Range A

VB-KB15-39

VB-KB15-38

VB-KB15-37

VB-KB15-36

VB-KB15-40

VB-KBEC12-A-2

VB-KBEC12-A-1

VB-KBEC12-A1-2

VB-KBEC12-A1-1

VB-KBIC13-10

Legend !O Vibracore !? Surface Sample

Boundary Line Channel Boundary Line Center Line

³

0 1,000 2,000500 Feet

PLATE NO.

KINGS BAY

ENTRANCE CHANNEL

O&M DREDGING

FY 20

GEOTECHNICAL

DRAWINGS

NOT FOR

CONSTRUCTION

Boring Location Map

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT

CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

Dwn by:

Ckd by:

Dated:

CRSJLC

JLC 26 MAR 19

Dsn by:

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 28

!O

!O

!O

!O !O

!O

!O

!O

!O

!O

!O

Range C

Range B

VB-KB15-67

VB-KB15-58

VB-KB15-50

VB-KB15-41

VB-KB15-44

VB-KB15-43

VB-KB15-42

VB-KBEC12-B-2

VB-KBEC12-B-1

VB-KBEC12-C-2

VB-KBEC12-C-1

VB-KBIC13-09

VB-KBIC13-08

GS-KBC03-7

GS-KBC03-6

GS-KBC03-5

GS-KBC03-4

GS-KBC03-3

GS-KBC03-2

GS-KBC03-1

GS-KBC03-10

Legend !O Vibracore !? Surface Sample

Boundary Line Channel Boundary Line Center Line

³

0 1,000 2,000500 Feet

Dwn by:

Ckd by:

Dated:

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PLATE NO.

8CRS

JLC

JLC

26 MAR 19

Dsn by:

KING'S BAY ENTRANCE CHANNEL

O&M GEOTECHICAL DATA REPORT

Geotechnical Drawings Not for Construction

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 29

!O

!O !O

!O

!O

!O

!O

!O

!O

!O

!O

!O

!O

!O

!O

!O

Range E

Range D

VB-KB15-W3

VB-KB15-W2

VB-KB15-W1

VB-KB15-66

VB-KB15-65

VB-KB15-64

VB-KB15-60

VB-KB15-59

VB-KB15-46

VB-KB15-45

VB-KB15-44

VB-KBIC13-07

VB-KBIC13-06

VB-KBIC13-05

VB-KBIC13-03

GS-KBC03-9

GS-KBC03-8

GS-KBC03-12

GS-KBC03-11

Legend !O Vibracore !? Surface Sample

Boundary Line Channel Boundary Line Center Line

³

0 1,000 2,000500 Feet

Dwn by:

Ckd by:

Dated:

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PLATE NO.

9CRS

JLC

JLC

26 MAR 19

Dsn by:

KING'S BAY ENTRANCE CHANNEL

O&M GEOTECHICAL DATA REPORT

Geotechnical Drawings Not for Construction

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 30

4.5 BORING LOGS

Applicable boring logs are presented on the following pages.

The borings presented in this section include available historic borings within the project area.

Most of the materials within the project template presented on the boring logs have been removed by previous dredging events with subsequent shoaling of similar materials. The current elevations of the materials at these locations are shown on the contract drawings.

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. Accordingly, prospective offerors shall form their own conclusions from the examination of the recovered materials prior to submission of their offer.

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 31

-48.4 -48.40.00.0-48.4

BORING TERMINATED IN REFUSAL

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKSCLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

ELEV.

B O

X O

R S

A M

P

LE

N -V

A

LU

E

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

2. BORING DESIGNATION

STARTED

3. DRILLING AGENCY

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

MANUAL HAMMER

DRILLING LOG

VERTICAL

OF

VB-KB05-01

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

INCLINED

DIVISION INSTALLATION

VERTICAL

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

VB-KB05-01

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

N/A

South Atlantic

N/A

Kings Bay

Kings Bay Entrance Channel, Cut-1N

05-11-05

-48.4 Ft.

N/A

NAD83

See Remarks

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

X = 881,330 Y = 258,570

MLW

Corps of Engineers - CESAW

0.0 Ft.

Jacksonville District

05-11-05

N/A

JUN 02

SAJ FORM 1836

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 32

-41.5 -41.50.00.0-41.5

BORING TERMINATED IN REFUSAL

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKSCLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

ELEV.

B O

X O

R S

A M

P

LE

N -V

A

LU

E

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

2. BORING DESIGNATION

STARTED

3. DRILLING AGENCY

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

MANUAL HAMMER

DRILLING LOG

VERTICAL

OF

VB-KB05-02

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

INCLINED

DIVISION INSTALLATION

VERTICAL

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

VB-KB05-02

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

N/A

South Atlantic

N/A

Kings Bay

Kings Bay Entrance Channel, Cut-1N

05-11-05

-41.5 Ft.

N/A

NAD83

See Remarks

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

X = 882,386 Y = 257,861

MLW

Corps of Engineers - CESAW

0.0 Ft.

Jacksonville District

05-11-05

N/A

JUN 02

SAJ FORM 1836

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 33

-56.1

-50.6

-51.4

-56.15.5

0.00.0-50.6-50.6

Vibracore

Vibracore

SAND, silty, mostly medium-grained sand-sized quartz, few silt, few fine to coarse gravel-sized sandstone, trace clay, moist, brown and gray (SM)

NOTES:

1. USACE Jacksonville is the custodian for these original files.

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

3. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

1 0.8/1.3 SP-SM*

*Lab visual classification based on gradation curve

4. Additional Laboratory Testing

1 Percent Visual Shell

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKSCLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

ELEV.

B O

X O

R S

A M

P

LE

N -V

A

LU

E

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

2. BORING DESIGNATION

STARTED

3. DRILLING AGENCY

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

MANUAL HAMMER

DRILLING LOG

VERTICAL

OF

VB-KB05-03

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

INCLINED

DIVISION INSTALLATION

VERTICAL

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

VB-KB05-03

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

N/A

South Atlantic

N/A

Kings Bay

Kings Bay Entrance Channel, Cut-1N

05-11-05

-50.6 Ft.

100 %

NAD83

See Remarks

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

X = 882,651 Y = 258,297

MLW

4" Alpine Vibracore on D/B Snell

Corps of Engineers - CESAW

5.5 Ft.

Jacksonville District

05-11-05

N/A

Donovan Ledford, Geotechnical Engineer

JUN 02

SAJ FORM 1836

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 34

-58.4

-51.7

-52.3

-52.8

-58.46.7

0.00.0-51.7-51.7

-56.0 4.3

Vibracore

Vibracore

Vibracore

SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, trace silt, moist, brown (SP)

At El. -53.5 Ft., mostly medium to coarse-grained sand-sized quartz, few sand to gravel-sized shell, few fine to coarse gravel-sized sandstone, discontinue silt

NOTES:

1. USACE Jacksonville is the custodian for these original files.

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

3. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

1 0.6/1.1 SP-SM*

*Lab visual classification based on gradation curve

4. Additional Laboratory Testing

1 Percent Visual Shell

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKSCLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

ELEV.

B O

X O

R S

A M

P

LE

N -V

A

LU

E

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

2. BORING DESIGNATION

STARTED

3. DRILLING AGENCY

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

MANUAL HAMMER

DRILLING LOG

VERTICAL

OF

VB-KB05-04

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

INCLINED

DIVISION INSTALLATION

VERTICAL

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

VB-KB05-04

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

N/A

South Atlantic

N/A

Kings Bay

Kings Bay Entrance Channel, Cut-1N

05-11-05

-51.7 Ft.

64 %

NAD83

See Remarks

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

X = 883,239 Y = 258,653

MLW

4" Alpine Vibracore on D/B Snell

Corps of Engineers - CESAW

6.7 Ft.

Jacksonville District

05-11-05

N/A

Donovan Ledford, Geotechnical Engineer

JUN 02

SAJ FORM 1836

U.S. Naval Station Kings Bay, Maintenance Dredging

00 31 32 - 35

-57.4

-49.0

-49.8

-57.48.4

0.00.0-49.0-49.0

Vibracore

Vibracore

SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, few fine to coarse-grained sand-sized shell, trace silt, wet, brown (SP)

At El. -55.3 Ft., mostly medium to coarse-grained sand-sized quartz, little sand to gravel-sized shell, discontinue silt

NOTES:

1. USACE Jacksonville is the custodian for these original files.

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

3. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

1 0.8/1.4 SP-SM*

*Lab visual classification based on gradation curve

4. Additional Laboratory Testing

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKSCLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

ELEV.

B O

X O

R S

A M

P

LE

N -V

A

LU

E

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

2. BORING DESIGNATION

STARTED

3. DRILLING AGENCY

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

MANUAL HAMMER

DRILLING LOG

VERTICAL

OF

VB-KB05-05

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

INCLINED

DIVISION INSTALLATION

VERTICAL

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

VB-KB05-05

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

(…