SAMPLE_KBSBMDFY25_GDR.pdf

SECTION 00 31 32

Geotechnical Data Report for

NAVAL SUBMARINE BASE

KINGS BAY

MAINTENANCE DREDGING

CAMDEN COUNTY, GEORGIA

Prepared by

Geotechnical Branch

Engineering Division

Jacksonville District Corps of Engineers

August 2024

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

CAMDEN COUNTY, GEORGIA

00 31 32 - 1

GEOTECHNICAL DATA REPORT

Table of Contents

1 SCOPE

2 CHARACTER OF MATERIALS

2.1 The Local Geology

2.2 Materials Encountered

2.2.1 Channel O&M, Ranges E through I, Stations 31+800 through 48+175

2.2.2 Special Feature Areas, to Include Magnetic Silencing Facility – North, Magnetic

Silencing Facility – South, and Site Six – South

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: Index Testing Available for this Project Table 3. Available Sedimentation Rate Data

List of Plates

Plate 1. Vicinity Map Plate 2. Location of Field Investigations Plate 3. 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 borings. 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 Geosystems Branch.

2 CHARACTER OF MATERIALS

2.1 THE LOCAL GEOLOGY

The shallow sediments on the upland adjacent to Kings Bay Inner Channel are typified as fine to medium-grained sands interbedded with silty and/or clayey fine sands that extend to a depth of at least 50 feet below ground level.

Kings Bay Naval Submarine Base is situated at the edge of a salt marsh. The present marshlands surrounding Kings Bay developed over the past several thousand years as sea level slowly rose to reoccupy the area behind the existing barrier islands. Marshland sediments anticipated to be part of the shoaled maintenance dredging areas consist primarily of current-borne sands, silts, and clays, in addition to a significant quantity of organic material contributed by indigenous plants and animals.

2.2 MATERIALS ENCOUNTERED

Special information regarding materials is provided in the Special Instructions paragraph of the Dredging Specifications, Section 35 20 23; in situ rock is not required to be dredged. Due to the age of borings, the material recovered are no longer available for inspection. Prospective offerors are cautioned to use great care in the evaluation of provided data.

2.2.1 Channel O&M, Ranges E through I, Stations 31+800 through 48+175

The materials to be removed from the maintenance areas in the federal channel accumulated as a result of shoaling since the previous dredging and dredged materials descriptions are based on current and historical records. Depending on the location or depth, these materials will consist primarily of fine to medium-grained quartz sand, silt, and clay, with various amounts of gravel sized shell and/or limestone fragments.

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2.2.2 Special Feature Areas, to Include Magnetic Silencing Facility – North, Magnetic Silencing Facility – South, and Site Six – South

The materials to be removed by maintenance dredging from the special feature areas outside the federal channel are described by VB-KBIC13-03 (MSF – South), VB-KB15-49 (Site Six – South), and VB-KB15-61 (MSF – North); the material encountered accumulated as a result of shoaling since the previous dredging in 2024 and dredged materials descriptions are based on current and historical records. Depending on the location and/or depth, these materials will primarily consist of silty sand, silt, and clay. Gravel sized shell and/or limestone fragments may also be present.

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.

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).

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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).

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.

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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

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

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Test/Procedure Method Sampling Aggregate (Minimum 4 hours) ASTM D75 Sampling Freshly Mixed Concrete ASTM C172 Sedimentation Rate (USACE Method) 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

4 GEOTECHNICAL DATA

4.1 SUMMARY OF FIELD INVESTIGATIONS

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

Table 1. Available Vibracore Data

Boring State Plane, GA-East, NAD83 Project Location

Designation X Y

VB-KBIC13-3 868545 283068

Range E

VB-KBIC13-4 867721 286573

VB-KB15-49 867091 286328

VB-KB15-61 867715 285069

VB-KB15-63 868076 285705

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Boring State Plane, GA-East, NAD83 Project Location

Designation X Y

VB-KB15-W4 868917 284424

Range E

VB-KBIC16-4 867840 286302

VB-KBIC13-2 866321 287795

Range F

VB-KB15-47 866360 287768

VB-KB15-62 866613 288591

VB-KBIC16-3 866624 288586

VB-KB15-W5 867008 288001 Range F Widener

VB-KBIC13-1 865566 288492

Range G

VB-KBIC16-2 865550 288532

VB-KBIC19-11 862905 289633

VB-KBIC19-12 863187 290080

VB-KBIC19-13 863382 290464

VB-KBIC19-14 864687 288597

VB-KBIC19-15 864966 288993

VB-KBIC19-16 865121 289357

VB-KBIC19-06 859361 293021

Range H

VB-KBIC19-07 859567 293203

VB-KBIC19-08 861500 290850

VB-KBIC19-09 861744 291009

VB-KBIC19-10 862087 291303

VB-KBIC16-5 859193 295286

Range I / Mooring Area

VB-KBIC16-6 859353 294247

VB-KBIC19-03 857974 294647

VB-KBIC19-04 858631 295121

VB-KBIC19-05 859354 295605

* 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 2: Index Testing Available for this Project

Boring Sample

USCS LL PL PI

Org Visual wn (%) GS

Munsell

Designation Designation % Shell Color

VB-KBIC13-1

1 OH 0 2.5Y 3/2

2 CH 0 2.5Y 3/2

VB-KBIC16-2

1 MH 0 30.3 2.5Y 3/1

2 GP-GM 0 2.5Y 4/3

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Boring Sample

USCS LL PL PI

Org Visual wn (%) GS

Munsell

Designation Designation % Shell Color

VB-KBIC16-3

1 SM 0 2.5Y 4/1

2 SM 0 2.5Y 3/1

VB-KBIC16-4

1 SP 0.1 2.5Y 7/2

2 SP-SM 0.1 2.5Y 5/1

3 SP 1 2.5Y 5/1

4 GP 0 2.5Y 4/1

VB-KBIC16-5

1 SP 4.1 2.5Y 7/2

2 SP 0.9 2.5Y 7/2

VB-KBIC16-6

1 SP-SM 0.1 2.5Y 4/1

2 SM 0 2.5Y 4/1

3 SM 0 2.5Y 6/2

VB-KBIC19-3

1 SM 75 41 34 7 199.0 2.5 10Y 2.5/1

2 MH 62 32 30 3.7 173.0 2.85 10Y 2.5/1

3 SM NP NP NP 5.7 163.0 2.69 10Y 2.5/1

VB-KBIC19-4

1 SM 80 45 35 6.0 116.9 2.53 N 2.5/

2 SM 93 47 46 2.9 103.2 2.72 N 2.5/

3 SM 92 55 37 2.8 68.6 2.70 2.5Y 3/1

4 MH 94 52 42 7.5 180.8 2.78 5Y 2.5/2

VB-KBIC19-5

1 SP-SM NP NP NP 1.5 48.9 2.59 5Y 6/1

2 SP-SM NP NP NP 1.0 25.9 2.60 2.5Y 4/1

VB-KBIC19-6

1 SP NP NP NP 0.6 26.1 2.59 2.5YR 4/1

2 SM NP NP NP 3.5 64.7 2.86 2.5YR 3/1

3 SP-SM NP NP NP 2.4 70.9 2.68 10Y 2.5/1

4 SM NP NP NP 2.2 40.4 2.80 5Y 3/1

VB-KBIC19-7

1 SM NP NP NP 2.5 31.8 2.86 10Y 4/1

2 MH 67 33 34 4.9 99.7 2.56 5Y 3/1

3 SM 39 25 14 3.9 94.1 2.74 5Y 3/1

VB-KBIC19-8

1 MH 87 58 29 11.2 280.5 2.47 10Y 2.5/1

2 MH 90 56 34 9.8 287.2 2.83 10Y 2.5/1

3 MH 97 55 42 12.0 259.3 2.84 10Y 2.5/1

VB-KBIC19-9

1 MH 84 49 35 8.4 273.9 2.54 5Y 3/1

2 MH 85 49 36 9.5 268.7 2.78 5Y 3/1

3 MH 78 47 31 9.4 263.3 2.75 5Y 3/1

VB-KBIC19-10

1 MH 105 55 50 8.7 266.9 2.49 5Y 3/1

2 MH 81 49 32 8.1 238.5 2.80 5Y 3/1

3 MH 101 50 51 10.8 246.8 2.74 5Y 3/1

VB-KBIC19-11

1 MH 108 58 50 12.3 327.9 2.51 5G 2.5/1

2 MH 110 59 51 14.8 296.7 2.65 5G 2.5/1

3 MH 112 66 46 12.7 253.5 2.76 5G 2.5/1

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Boring Sample

USCS LL PL PI

Org Visual wn (%) GS

Munsell

Designation Designation % Shell Color

VB-KBIC19-12

1 MH 102 55 47 13.8 260.4 2.47 5G 2.5/1

2 MH 101 54 47 13.0 264.7 2.77 5G 2.5/1

3 MH 79 39 40 8.0 207.8 2.77 5G 2.5/1

VB-KBIC19-13

1 MH 97 49 48 5.8 150.7 2.53 10Y 2.5/1

2 MH 97 52 45 11.0 274.1 2.56 10Y 2.5/1

3 SM 93 46 47 8.6 158.7 2.67 5Y 3/1

VB-KBIC19-14

1 MH 98 46 52 7.6 231.4 2.54 5Y 2.5/1

2 MH 105 55 50 10.9 241.7 2.66 5Y 2.5/1

3 MH 107 52 55 13.1 242.1 2.64 5Y 3/2

VB-KBIC19-15

1 MH 81 37 44 9.3 250.4 2.51 10Y 3/1

2 MH 104 57 47 9.2 234.0 2.74 10Y 3/1

VB-KBIC19-16

1 SC-SM 28 21 7 0.9 57.5 2.58 10Y 3/1

2 GM 22 19 3 0.8 34.8 2.70 5Y 4/1

3 SM NP NP NP 0.5 28.3 2.67 2.5Y 7/1

USCS: Unified Soil Classification System; LL: Liquid Limit; PL: Plastic Limit; PI: Plastic Index; Org %: Organic Content;

CO3%: Carbonate Content; wn: Moisture Content; Gs: Specific Gravity

4.3 SUMMARY OF ADDITIONAL LABORATORY TESTING DATA

Sedimentation rate curves were obtained for this data set. Testing results are summarized in the table below. Test data sheets are included in paragraph 4.7.

50 grams of moist specimen is placed into a 100-ml beaker, the tube is filled to the 100-cm mark with water and mixed thoroughly. The sediment height in the tube is recorded in intervals for 24 hours as it is settling in the tube.

Table 3. Available Sedimentation Rate Data

Boring Number Sample

# USCS

Sedimentation Rate

Remaining Settling Height (cm)

Remaining Concentration (g/L)

VB-KBIC16-02 1 MH 26.2 381.68

VB-KBIC16-03 2 SM 19.2 520.83

VB-KBIC19-3

1 SM 6.5 769

2 MH 5.0 1000

3 SM 5.0 1000

VB-KBIC19-4

1 SM 5.0 1000

2 SM 4.0 1250

3 SM 4.0 1250

4 MH 5.5 909

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Boring Number Sample

# USCS

Sedimentation Rate

Remaining Settling Height (cm)

Remaining Concentration (g/L)

VB-KBIC19-5

1 SP-SM 2.5 2000

2 SP-SM 2.2 2273

VB-KBIC19-6

1 SP 2.7 1852

2 SM 4.0 1250

3 SP-SM 3.5 1429

4 SM 4.0 1250

VB-KBIC19-7

1 SM 4.0 1250

2 MH 5.0 1000

3 SM 5.0 1000

VB-KBIC19-8

1 MH 4.0 1250

2 MH 6.5 769

3 MH 6.5 769

VB-KBIC19-9

1 MH 4.0 1250

2 MH 6.0 833

3 MH 7.0 714

VB-KBIC19-10

1 MH 5.5 909

2 MH 6.5 769

3 MH 6.5 769

VB-KBIC19-11

1 MH 5.5 909

2 MH 6.0 833

3 MH 8.5 588

VB-KBIC19-12

1 MH 5.5 909

2 MH 5.5 909

3 MH 6.5 769

VB-KBIC19-13

1 MH 6.0 833

2 MH 15.0 333

3 SM 5.5 909

VB-KBIC19-14

1 MH 5.5 909

2 MH 7.0 714

3 MH 6.5 769

VB-KBIC19-15

1 MH 5.0 1000

2 MH 5.5 909

VB-KBIC19-16

1 SC-SM 3.5 1429

2 GM 6.0 833

3 SM 3.0 1667

4.4 BORING LOG NOTES

All 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

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00 31 32 - 11 with two minutes of additional effort applied to penetrate through the resistant layer at maximum vibration.

4.5 INSPECTION OF RECOVERED MATERIALS

The Material recovered from borings are not available for inspection.

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Legend Channel Widener Channel Boundary Line Center Line

0 0.5 10.25 Miles

Project Location

Plate 2

Dwn by:

Ckd by:

Dated:

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

Plate No.

1BJS

JLC

JLC

29 June 2021

Dsn by:

King's Bay Inner Channel O&M Geotechnical Data Report

Geotechnical Drawings

Plate 3

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!O

!O

!O !O

!O !O

!O

!O

!O

!O

!O

!O

VB-KBIC16-6

VB-KBIC16-5

VB-KBIC19-05

VB-KBIC19-04

VB-KBIC19-03

VB-KBIC19-10

VB-KBIC19-09

VB-KBIC19-08

VB-KBIC19-07

VB-KBIC19-06

VB-KBIC19-13

VB-KBIC19-12

VB-KBIC19-11

Legend Geotechnical Samples !O Vibracore

Channel Framework Channel Centerline

Channel Limits

Channel Toe

Mooring Area "

0 500 1,000250 Feet

Dwn by:

Ckd by:

Dated:

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

Plate No.

2BJS

JLC

JLC

29 June 2021

Dsn by:

Naval Submarine Base Kings Bay Maintenance Dredging

Geotechnical Drawings

Range H

Range G

Range I

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!O

!O

!O

!O

!O

!O!O

!O!O

!O

!O!O !O

!O

!O

VB-KB15-W5

VB-KB15-62

VB-KB15-47

VB-KB15-W4

VB-KB15-63

VB-KB15-61

VB-KB15-49

VB-KBIC16-2

VB-KBIC13-1

VB-KBIC16-3

VB-KBIC16-4

VB-KBIC13-4

VB-KBIC13-3

VB-KBIC19-16

VB-KBIC19-15

VB-KBIC19-14

VB-KBIC13-2

Legend Geotechnical Samples !O Vibracore

Channel Framework Channel Centerline

Channel Limits

Channel Toe

0 500 1,000250 Feet

Dwn by:

Ckd by:

Dated:

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

Plate No.

3BJS

JLC

JLC

29 June 2021

Dsn by:

Naval Submarine Base Kings Bay Maintenance Dredging

Geotechnical Drawings

Range E

Range F

Range G

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 15

4.6 BORING LOGS

Applicable boring logs are presented on the following pages.

The borings presented in this section are 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.

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 16

SAJ FORM 1836

JUN 02

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 17

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 18

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 19

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 20

-55.0

-45.0

-55.010.0

0.0

3.0

0.0-45.0-45.0

-48.0

-51.6 6.6

66 Vibracore

SAND, silty, mostly fine-grained sand-sized quartz, little silt, weak reaction with HCl, intermittent silt seams, 5Y 4/2 olive gray (SM)

SILT, inorganic-L, few fine-grained sand-sized quartz, trace limestone, strong reaction with HCl, (possible residual soil), 10Y 6/1 greenish gray (ML) At El. -48.9 Ft., few quartz, 10G 3/1 very dark greenish gray

At El. -50.0 Ft., 10Y 6/2 light grayish olive

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.

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-KB15-47

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-KB15-47

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

South Atlantic

N/A

6738-15-5412

Lester Gaughf

Kings Bay O&M

Inner and Outer Channel

11-24-14

-45.0 Ft.

66 %

NAD83

See Remarks

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

X = 867,037 Y = 287,164

MLLW

Vibracore

Corps of Engineers - CESAJ

10.0 Ft.

Jacksonville District

11-24-14

N/A

Stephanie A. Setser, P.E., Geotechnical Engineer

JUN 02

SAJ FORM 1836

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 21

-58.7

-48.7

-58.710.0

0.0

3.3

0.0-48.7-48.7

-52.0

-57.7 9.0

90 Vibracore

SAND, poorly-graded with silt, mostly fine to medium-grained sand-sized quartz, few silt, trace limestone, trace shell, weak reaction with HCl, 5Y 4/2 olive gray (SP-SM)

At El. -51.0 Ft., few coarse gravel-sized limestone

SILT, inorganic-H, little fine-grained sand-sized quartz, trace limestone, strong reaction with HCl, cemented seams, possible residual soil, 10Y 6/1 greenish gray (MH)

At El. -56.9 Ft., little fine-grained sand-sized quartz

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.

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-KB15-49

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-KB15-49

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

South Atlantic

N/A

6738-15-5412

Lester Gaughf

Kings Bay O&M

Inner and Outer Channel

11-24-14

-48.7 Ft.

90 %

NAD83

See Remarks

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

X = 866,204 Y = 285,719

MLLW

Vibracore

Corps of Engineers - CESAJ

10.0 Ft.

Jacksonville District

11-24-14

N/A

Stephanie A. Setser, P.E., Geotechnical Engineer

JUN 02

SAJ FORM 1836

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 22

-55.7

-45.7

-55.710.0

0.0

2.0

0.0-45.7-45.7

-47.7

-53.6 7.9

79 Vibracore

SAND, poorly-graded with silt, mostly fine-grained sand-sized quartz, few silt, weak reaction with HCl, 5Y 4/1 dark gray (SP-SM)

From El. -46.7 to -47.7 Ft., intermittent silt seams

SILT, inorganic-H, some fine to medium-grained sand-sized limestone, few fine-grained sand-sized quartz, weak reaction with HCl, N 5/ gray (MH) At El. -48.8 Ft., few coarse gravel-sized limestone

At El. -50.4 Ft., trace limestone

At El. -53.2 Ft., few fine gravel-sized limestone

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.

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-KB15-61

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-KB15-61

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

South Atlantic

N/A

6738-15-5412

Lester Gaughf

Kings Bay O&M

Inner and Outer Channel

11-24-14

-45.7 Ft.

79 %

NAD83

See Remarks

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

X = 867,730 Y = 285,079

MLLW

Vibracore

Corps of Engineers - CESAJ

10.0 Ft.

Jacksonville District

11-24-14

N/A

Stephanie A. Setser, P.E., Geotechnical Engineer

JUN 02

SAJ FORM 1836

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 23

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 24

-53.6

-43.6

-53.610.0

0.0

6.3

0.0-43.6-43.6

-49.9

100 Vibracore

SAND, poorly-graded with clay, mostly fine-grained sand-sized quartz, few clay, no reaction with HCl, 5Y 4/1 dark gray (SP-SC)

At El. -48.8 Ft., little sand to gravel-sized limestone, strong reaction with HCl, N 4/ dark gray

SILT, inorganic-L, little sand to gravel-sized limestone, few fine-grained sand-sized quartz, strong reaction with HCl, possible residual soil, N 4/ dark gray (ML)

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.

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-KB15-63

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-KB15-63

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

South Atlantic

N/A

6738-15-5412

Lester Gaughf

Kings Bay O&M

Inner and Outer Channel

11-24-14

-43.6 Ft.

100 %

NAD83

See Remarks

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

X = 868,084 Y = 285,718

MLLW

Vibracore

Corps of Engineers - CESAJ

10.0 Ft.

Jacksonville District

11-24-14

N/A

Stephanie A. Setser, P.E., Geotechnical Engineer

JUN 02

SAJ FORM 1836

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 25

-43.7

-50.6

-51.6

-54.0

0.0

7.9

10.3

0.0-43.7-43.7

-51.6

-54.0

290 Vibracore

SAND, poorly-graded with silt, mostly fine to medium-grained sand-sized quartz, few silt, no reaction with HCl, 5Y 7/2 light gray

(SP-SM)

From El. -49.9 to -50.6 Ft., weak reaction with HCl, intermittent silt seams

At El. -50.6 Ft., no reaction with HCl, 5Y 5/2 olive gray

SAND, poorly-graded, mostly fine-grained sand-sized quartz, trace silt, trace shell, no reaction with HCl, 5Y 7/2 light gray (SP)

At El. -52.6 Ft., mostly fine to medium-grained sand-sized quartz, few medium-grained sand-sized shell

SAND, silty, mostly fine to medium-grained sand-sized quartz, some silt, strong reaction with HCl, possible residual soil, 10Y 7/1 light greenish gray (SM) From El. -54.8 to -55.1 Ft., silt seams

From El. -56.3 to -56.6 Ft., silt seams

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-KB15-W4

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-KB15-W4

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

(Continued)

South Atlantic

N/A

6738-15-5412

Lester Gaughf

Kings Bay O&M

Entrance Channel

11-23-14

-43.7 Ft.

100 %

NAD83

See Remarks

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

X = 869,447 Y = 283,341

MLLW

Vibracore

Corps of Engineers - CESAJ

20.0 Ft.

Jacksonville District

11-23-14

N/A

Stephanie A. Setser, P.E., Geotechnical Engineer

JUN 02

SAJ FORM 1836

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 26

-63.7

-61.6

-63.720.0

17.9-61.6

Abbreviations:

From El. -59.2 to -61.6 Ft., occasional cemented seams

SILT, inorganic-L, few fine-grained sand-sized quartz, strong reaction with HCl, cemented seams, possible residual soil, 10Y 7/1 light greenish gray (ML)

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 0.0/2.3 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

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OF

ELEVATION TOP OF BORING

Boring Designation

Kings Bay O&M

-43.7 Ft.

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

Jacksonville District

VERTICAL

SHEETS

SHEET

X = 869,447 Y = 283,341

VB-KB15-W4

INSTALLATION

LOCATION COORDINATES

NAD83

DRILLING LOG (Cont. Sheet)

MLLW

JUN 02

SAJ FORM 1836-A

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 27

-45.60.00.0-45.6-45.6

100 Vibracore

SAND, poorly-graded with silt, mostly fine-grained sand-sized quartz, few silt, weak reaction with HCl, 5Y 6/2 light olive gray

(SP-SM)

From El. -47.7 to -47.9 Ft., silty sand seams

From El. -52.8 to -53.4 Ft., 1" diameter sandy silt nodules

From El. -55.6 to -56.3 Ft., intermittent silt seams

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-KB15-W5

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-KB15-W5

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

(Continued)

South Atlantic

N/A

6738-15-5412

Lester Gaughf

Kings Bay O&M

Inner and Outer Channel

11-23-14

-45.6 Ft.

100 %

NAD83

See Remarks

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

X = 866,993 Y = 287,987

MLLW

Vibracore

Corps of Engineers - CESAJ

20.0 Ft.

Jacksonville District

11-23-14

N/A

Stephanie A. Setser, P.E., Geotechnical Engineer

JUN 02

SAJ FORM 1836

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 28

M od

W ea th e re d

-65.6 -65.620.0

16.3

18.2

-61.9

-63.8

100 Vibracore

From El. -60.6 to -60.9 Ft., intermittent silt seams

From El. -61.7 to -61.9 Ft., silt seam SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, few fine-grained sand-sized shell, weak reaction with HCl, 5Y 6/2 light olive gray (SP) From El. -62.3 to -62.6 Ft., intermittent silt seams At El. -62.9 Ft., little fine to medium-grained sand-sized shell, strong reaction with HCl LIMESTONE, hard, moderately weathered, medium grained, 5Y 6/2 light olive gray

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.

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

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OF

ELEVATION TOP OF BORING

Boring Designation

Kings Bay O&M

-45.6 Ft.

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

Jacksonville District

VERTICAL

SHEETS

SHEET

X = 866,993 Y = 287,987

VB-KB15-W5

INSTALLATION

LOCATION COORDINATES

NAD83

DRILLING LOG (Cont. Sheet)

MLLW

JUN 02

SAJ FORM 1836-A

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 29

-44.2

-49.5 -49.8

SILT, inorganic-H, few fine-grained sand-sized quartz, weak reaction with HCl, 2.5Y 3/1 very dark gray (MH)

GRAVEL, poorly-graded with silt, mostly sand to gravel-sized limestone, few silt, trace silt, strong reaction with HCl, 2.5Y 4/3 olive brown (GP-GM)

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 4.0/4.2 MH*

Abbreviations:

-40.2-40.2

-49.1

-49.8 9.6

0.0

8.9

0.0

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

F

T

DEPTH

(ft)

ELEV.

(ft)

INCLINED

DIVISION INSTALLATION

VERTICAL

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

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

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

VERTICAL

OF

VB-KBIC16-2

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

VB-KBIC16-2

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

NAD83

See Remarks

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

X = 865,550 Y = 288,532

MLLW

Snell Vibracore

N/A

Corps of Engineers - CESAW

9.6 Ft.

Jacksonville District

07-10-16

South Atlantic

N/A

Snell

King's Bay Inner Channel

07-10-16

-40.2 Ft.

76 %

SAJ FORM 1836

JUN 02

(Continued)

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 30

2 9.3/9.5 GP-GM*

*Lab visual classification based on gradation curve

SAMPLE LABORATORY

DEPTH SOIL TESTING RESULT UNIT

4.0 Water Content 30 %

4.0 Unit Weight / pcf

INSTALLATION

LOCATION COORDINATES

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OFDRILLING LOG (Cont. Sheet)

ELEVATION TOP OF BORING

Boring Designation

King's Bay Inner Channel

-40.2 Ft.

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

Jacksonville District

VERTICAL

SHEETS

SHEET

X = 865,550 Y = 288,532

VB-KBIC16-2

NAD83 MLLW

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

F

T

DEPTH

(ft)

ELEV.

(ft)

SAJ FORM 1836-A

JUN 02

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 31

-39.6

-42.3

-46.6

SAND, silty, mostly fine-grained sand-sized quartz, little silt, trace organic matter, weak reaction with HCl, 2.5Y 4/1 dark gray (SM) SAND, silty, mostly fine-grained sand-sized quartz, little silt, weak reaction with HCl, intermittent slightly silty sand seams 1.7'-4.0', 2.5Y 4/1 dark gray (SM)

SAND, silty, mostly fine-grained sand-sized quartz, little silt, trace organic matter, weak reaction with HCl, 2.5Y 3/1 very dark gray

(SM)

SAND, silty, mostly fine-grained sand-sized quartz, little silt, weak reaction with HCl, intermittent slightly silty sand seams 4.0'-8.3', 2.5Y 4/1 dark 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 0.4/0.6 SM*

2 3.1/3.3 SM*

*Lab visual classification based on gradation curve

SAMPLE LABORATORY

DEPTH SOIL TESTING RESULT UNIT

3.1 Water Content 9 %

Abbreviations:

-39.2-39.2

-40.0

-42.3

-42.8

-46.6 7.4

0.0

0.8

3.1

3.6

0.0

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

F

T

DEPTH

(ft)

ELEV.

(ft)

INCLINED

DIVISION INSTALLATION

VERTICAL

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

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

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

VERTICAL

OF

VB-KBIC16-3

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

VB-KBIC16-3

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

NAD83

See Remarks

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

X = 866,624 Y = 288,586

MLLW

Snell Vibracore

N/A

Corps of Engineers - CESAW

7.4 Ft.

Jacksonville District

07-10-16

South Atlantic

N/A

Snell

King's Bay Inner Channel

07-10-16

-39.2 Ft.

82 %

SAJ FORM 1836

JUN 02

(Continued)

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 32

3.1 Unit Weight / pcf

INSTALLATION

LOCATION COORDINATES

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OFDRILLING LOG (Cont. Sheet)

ELEVATION TOP OF BORING

Boring Designation

King's Bay Inner Channel

-39.2 Ft.

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

Jacksonville District

VERTICAL

SHEETS

SHEET

X = 866,624 Y = 288,586

VB-KBIC16-3

NAD83 MLLW

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

F

T

DEPTH

(ft)

ELEV.

(ft)

SAJ FORM 1836-A

JUN 02

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 33

-41.4

-44.1

-46.1

-47.6

-48.1

SAND, poorly-graded, mostly fine-grained sand-sized quartz, trace silt, no reaction with HCl, 2.5Y 7/2 light gray (SP)

SAND, poorly-graded with silt, mostly fine-grained sand-sized quartz, few silt, weak reaction with HCl, 2.5Y 5/1 gray (SP-SM)

SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, few medium-grained sand-sized limestone, trace silt, trace shell, weak reaction with HCl, SAND seam 6.7'-7.0', 2.5Y 5/1 gray (SP) SAND, silty, mostly fine-grained sand-sized quartz, little silt, weak reaction with HCl, 2.5Y 4/1 dark gray (SM) GRAVEL, poorly-graded, mostly sand to gravel-sized limestone, trace silt, trace quartz, strong reaction with HCl, 2.5Y 4/1 dark gray (GP)

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 1.8/2.0 SP*

2 4.5/4.7 SP-SM*

3 6.5/6.7 SP*

Abbreviations:

-39.6-39.6

-43.9

-45.6

-46.6

-47.4

-48.1 8.5

0.0

4.3

6.0

7.0

7.8

0.0

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

F

T

DEPTH

(ft)

ELEV.

(ft)

INCLINED

DIVISION INSTALLATION

VERTICAL

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

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

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

VERTICAL

OF

VB-KBIC16-4

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

VB-KBIC16-4

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

NAD83

See Remarks

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

X = 867,840 Y = 286,302

MLLW

Snell Vibracore

N/A

Corps of Engineers - CESAW

8.5 Ft.

Jacksonville District

07-10-16

South Atlantic

N/A

Snell

King's Bay Inner Channel

07-10-16

-39.6 Ft.

100 %

SAJ FORM 1836

JUN 02

(Continued)

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 34

4 8.0/8.2 GP*

curve

INSTALLATION

LOCATION COORDINATES

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OFDRILLING LOG (Cont. Sheet)

ELEVATION TOP OF BORING

Boring Designation

King's Bay Inner Channel

-39.6 Ft.

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

Jacksonville District

VERTICAL

SHEETS

SHEET

X = 867,840 Y = 286,302

VB-KBIC16-4

NAD83 MLLW

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

F

T

DEPTH

(ft)

ELEV.

(ft)

SAJ FORM 1836-A

JUN 02

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 35

-8.4

-13.2

-15.4

SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, trace fine to medium-grained sand-sized shell, trace silt, strong reaction with HCl, 2.5Y 7/2 light gray (SP)

SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, trace fine to medium-grained sand-sized shell, trace silt, strong reaction with HCl, Thin silt seams (Length:1"-2") @ 7.3' and 8.1', 2.5Y 7/2 light gray (SP)

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 3.0/3.2 SP*

Abbreviations:

-5.4-5.4

-12.2

-15.4 10.0

0.0

6.8

0.0

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

F

T

DEPTH

(ft)

ELEV.

(ft)

INCLINED

DIVISION INSTALLATION

VERTICAL

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

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

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

VERTICAL

OF

VB-KBIC16-5

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

VB-KBIC16-5

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

NAD83

See Remarks

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

X = 859,193 Y = 295,286

MLLW

Snell Vibracore

N/A

Corps of Engineers - CESAW

10.0 Ft.

Jacksonville District

07-10-16

South Atlantic

N/A

Snell

King's Bay Inner Channel

07-10-16

-5.4 Ft.

50 %

SAJ FORM 1836

JUN 02

(Continued)

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 36

2 7.8/8.0 SP*

curve

INSTALLATION

LOCATION COORDINATES

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OFDRILLING LOG (Cont. Sheet)

ELEVATION TOP OF BORING

Boring Designation

King's Bay Inner Channel

-5.4 Ft.

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

Jacksonville District

VERTICAL

SHEETS

SHEET

X = 859,193 Y = 295,286

VB-KBIC16-5

NAD83 MLLW

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

F

T

DEPTH

(ft)

ELEV.

(ft)

SAJ FORM 1836-A

JUN 02

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 37

-4.9

-7.8

-11.7

-17.7

SAND, poorly-graded with silt, mostly fine to medium-grained sand-sized quartz, few silt, no reaction with HCl, 2.5Y 5/1 gray (SP-SM)

SAND, silty, mostly fine to medium-grained sand-sized quartz, little silt, trace organic matter, weak reaction with HCl, Intermittent thin silt seams 1.2'-8.7' 11.3'-11.6', 2.5Y 4/1 dark gray (SM)

From El. -11.3 to -16.5 Ft., mostly fine-grained sand-sized quartz, little silt, trace organic matter, no reaction with HCl, 2.5Y 6/2 light brownish gray

NOTES: Abbreviations:

-3.8-3.8

-5.0

-17.7 13.9

0.0

1.2

0.0

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

F

T

DEPTH

(ft)

ELEV.

(ft)

INCLINED

DIVISION INSTALLATION

VERTICAL

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

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

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

VERTICAL

OF

VB-KBIC16-6

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

VB-KBIC16-6

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

NAD83

See Remarks

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

X = 859,353 Y = 294,247

MLLW

Snell Vibracore

N/A

Corps of Engineers - CESAW

13.9 Ft.

Jacksonville District

07-10-16

South Atlantic

N/A

Snell

King's Bay Inner Channel

07-10-16

-3.8 Ft.

70 %

SAJ FORM 1836

JUN 02

(Continued)

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 38

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 1.1/1.3 SP-SM*

2 4.0/4.2 SM*

3 7.9/8.1 SM*

*Lab visual classification based on gradation curve

INSTALLATION

LOCATION COORDINATES

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OFDRILLING LOG (Cont. Sheet)

ELEVATION TOP OF BORING

Boring Designation

King's Bay Inner Channel

-3.8 Ft.

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

Jacksonville District

VERTICAL

SHEETS

SHEET

X = 859,353 Y = 294,247

VB-KBIC16-6

NAD83 MLLW

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

F

T

DEPTH

(ft)

ELEV.

(ft)

SAJ FORM 1836-A

JUN 02

NAVAL SUBMARINE BASE KINGS BAY

MAINTENANCE DREDGING

00 31 32 - 39

-47.3-47.3

-51.9

-52.8 5.5

0.0

4.6

0.0

-52.1 4.8

-47.3

-49.0

-50.1

-52.1

-52.8

Vibracore

Vibracore

Vibracore

Vibracore n/a n/a n/a

SAND, silty, some fine-grained sand-sized quartz, some silt, trace organic matter, trace shell, 10Y 2.5/1 greenish black (SM)

SAND, poorly-graded with silt, mostly fine to coarse-grained sand-sized quartz, few silt, trace organic matter, trace shell, 5Y 5/1 gray

(SP-SM)

BORING TERMINATED IN REFUSAL

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.

RQD

OR

UD

CLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

B O

X O

R S

A M

P L

E

REMARKS

N -V

A L

U E

B L

O W

S

F

T

DEPTH

(ft)

ELEV.

(ft)

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

VB-KBIC19-3

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

INCLINED

DIVISION INSTALLATION

VERTICAL

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

2. BORING DESIGNATION

STARTED

3. DRILLING AGENCY

13. TOTAL NUMBER CORE BOXES

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

MAN…