W912EP-17-B-0001_KBIC-MCT_FY17_Vol2_CERTIFIED_SPECS.pdf

W912EP-17-B-0001

Jacksonville District

MAINTENANCE DREDGING PROJECTS

AT

US NAVY SUBMARINE BASE, MARINE CORPS SUPPORT FACILITY,

KINGS BAY & BLOUNT ISLAND

CAMDEN COUNTY, GEORGIA DUVAL COUNTY, FLORIDA

(44, 45, AND 47- FOOT PROJECT) (38 - FOOT PROJECT)

Construction Solicitation and Specifications Volume 2 of 2

19 DECEMBER 2016

M/D Projects at USN Submarine Base, Kings Bay W912EP-17-B-0001 Marine Corps Support Facility - Blount Island

PROJECT TABLE OF CONTENTS

DIVISION 00 - INFORMATION AVAILABLE TO OFFERORS

00 31 21.10 KINGS BAY INNER CHANNEL -- CONTROL MONUMENT DESCRIPTIONS

00 31 21.20 MARINE CORPS TERMINAL -- CONTROL MONUMENT DESCRIPTIONS

00 31 21.30 DAYSON ISLAND DREDGED MATERIAL PLACEMENT FACILITY (DMPF)

-- CONTROL MONUMENT DESCRIPTIONS

00 31 32.10 GEOTECHNICAL DATA REPORT

00 31 32.20 GEOTECHNICAL DATA REPORT

00 33 50.10 KINGS BAY INNER CHANNEL - WEATHER, WATER STAGE AND TIDE

DATA

00 33 50.20 MARINE CORPS TERMINAL -- WEATHER, WATER STAGE AND TIDE

DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING (MARINE CORPS TERMINAL

ONLY)

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

Kings Bay IC Maintenance Dredging

Camden County, Georgia

Monument Descriptions

M/D Projects at USN Submarine Base, Kings Bay Marine Corps Support Facility - Blount Island

00 31 21.10 Page 1

Designation: BATH HOUSE ARP

PID: BBCB08

Stamping: N/A Setting: Unspecified setting

Description: To reach from Post Office in Fernandina Beach, go east on Centre St for 0.15 miles to Rte A1A (Atlantic Ave). Continue east 1.45 miles to the entrance to Fort Clinch State Park. Turn left and go north on Fort Clinch road 1.9 miles to road leading to Pier-Jetty. Turn right and go 0.4 miles to road on right leading to fishing pier. Turn right and go 0.4 miles to parking area at pier. Take boardwalk leading to fishing pier to restroom building. Point is a GPS antenna attached to north side of bldg.

Observed: 2010-08-12T18:14:00Z See Also Original Source: OPUS - page5 1209.04

M/D Projects at USN Submarine Base, Kings Bay

00 31 21.10 Page 2

Designation: RICHARD E. BONNER

PID: BBCK39

Stamping: RICHARD E. BONNER Setting: Massive retaining walls

Description: This monument was set to commemorate the career of Richard E. Bonner, U.S. Army Corps of Engineers. Station is located at the Fernandina Harbor Marina at 1 Front Street in downtown Fernandina Beach, Nassau Co, FL. Mark is adjacent to north parking lot of marina in the northwest corner of sidewalk and bulkhead, 6.3 ft east of the west face of bulkhead, 5.2 ft south of the north face of bulhead, and 3.2 ft west of the east of concrete sidewalk.

Observed: 2011-03-03T14:01:00Z Source: OPUS - page5 1209.04

M/D Projects at USN Submarine Base, Kings Bay Marine Corps Support Facility - Blount Island

00 31 21.10 Page 3

Designation: USCG KINGS BAY ARP

PID: BBDK29

Stamping: N/A Setting: Unspecified setting

Description: From the Stimson gate at the Naval Submarine Base Kings Bay, proceed through entry control point then east on USS Henry L Stimson Rd/Dr 3.3 mi to the end at the intersection of USS James Monroe Ave.

Turn right and go south on USS James Monroe Ave for 1.7 mi to road on left going to Site-6 Pier. Turn left on road and take most northern pier 0.3 mi to station location. Point is the GPS antenna attached to an aluminum pole mounted to the SW corner of the handrail on roof of maintenance building.

Observed: 2014-02-04T13:18:00Z

00 31 21.10 Page 4

Designation: 867 9511 F TIDAL

PID: BBBW69

Stamping: 9511 F 1989 Stability: May hold, commonly subject to ground movement

Setting: Massive structures (other than listed below) Description: From the intersection of I-95 and SR-40, proceed SE on SR-40 for 3 miles to Kings Bay Rd. Turn left onto Kings Bay Rd and proceed 3 miles to the entrance of the Naval Submarine Base (Stimson Gate).

After entering base, proceed straight on USS Henry L. Stimson Dr. to its end at the Port Services T- Pier. Mark is located on north side of pier approximately 99 feet NE of a fire hydrant and 14 feet NW of pier centerline.

Observed: 2009-01-29T00:01:00Z

Source: OPUS - page5 1209.04 See Also Original

00 31 21.10 Page 5

DESIGNATION: KBFD-1

NO DESCRIPTIVE TEXT OR IMAGES AVAILABLE. REFER TO OPERATIONS DIVISION

HYDROGRAPHIC SURVEY BRANCH (CESAJ-OD-H) FOR INFORMATION REGARDING THIS MARK.

00 31 21.10 Page 6

Marine Corps Terminal O&M FY17

Duval County, Florida

Monument Descriptions

Marine Corps Support facility - Blount Island

00 31 21.20 Page 1

Designation: BIMT-101

PID: BBBX61

Stamping: BIMT-101, 2010, JAX DIST Setting: Set in top of concrete monument

Description: To reach from the intersection of Heckscher Dr and the entrance to Blount Island Marine Terminal, proceed southerly for 0.4 miles to entrance road on left leading to the Marine Corps Support Facility. Turn left then right onto Channel View Blvd and proceed to Entry Control Gate. Once through gate proceed on Channel View Blvd 1.0 miles to Sonar Way. Turn right and proceed 0.4 miles to Pierhead Way. Turn left and proceed southerly 0.7 miles to an area known as Navy Point and station location.

Observed: 2010-05-26T14:41:00Z

Marine Corps Support facility - Blount Island

00 31 21.20 Page 2

DAYSON ISLAND DREDGED MATERIAL

PLACEMENT FACILITY (DMPF)

Duval County, Florida

Monument Descriptions

M/D Projects at USN Submarine Base, Kings Bay Marine Corps Support facility - Blount Island

00 31 21.30 Page 1

This page was intentionally left blank for duplex printing.

Marine Corps Support facility - Blount Island

00 31 21.30 Page 2

DESIGNATION: 872 0220 A

MARKER: VERTICAL CONTROL DISK

SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

MARK LOGO: NOS

PROJECTION: FLUSH

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - May 23, 2007

STATION DESCRIPTION --- THE MARK IS IN MAYPORT, AT 4610 OCEAN STREET, THE FLORIDA

DEPARTMENT OF TRANSPORTATION FERRY MAINTENANCE FACILITY.

TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE HIGHWAY 10)

AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF MAYPORT, GO NORTH

ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF STATE

HIGHWAY 101 AND STATE HIGHWAY A1A NORTH ON THE LEFT, TURN LEFT ON STATE

HIGHWAY A1A NORTH AND GO NORTHWEST FOR 3.25 MI (5.8 KM) TO THE ENTRANCE TO THE

FLORIDA DEPARTMENT OF TRANSPORTATION FERRY MAINTENANCE FACILITY GROUND ON

THE LEFT AND THE MARK ON THE LEFT, A NOS DISK ATTACHED TO THE TOP OF STAINLESS

STEEL ROD LEVEL WITH THE GROUND.

LOCATED ABOUT 176.3 FT (53.7 M) NORTHWEST OF THE CENTERLINE OF OCEAN STREET, 44.4 FT (13.5 M) WEST OF B.M.EDM 13, 37.8 FT (11.5 M) SOUTH OF THE SOUTHWEST CORNER OF

THE WAREHOUSE PORCH, 35.3 FT (10.8 M) SOUTHWEST OF THE EAST CORNER OF THE

OUTSIDE RESTROOM BUILDING, 8.8 FT (2.7 M) SOUTHEAST OF THE FLAG POLE AND 1.5 FT (0.5

M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF SAINT. JOHNS RIVER FERRY SERVICE

ENTRANCE ROAD. NOTE--ROD DEPTH UNKNOWN.

M/D Projects at USN Submarine Base, Kings Bay Marine Corps Support facility - Blount Island

00 31 21.30 Page 3

DESIGNATION: ST JO 350 2009 JAX FL

PROCEED FROM INTERSECTION OF I295/S.R. 9A AND HECKSCHER DRIVE, 4.1 MI. SOUTH ON

HECKSCHER DRIVE TO A DIRT/GRAVEL ROAD DR. +/-280' SOUTH OF CLAPBOARD CREEK

BRIDGE, TURN EAST/LEFT ONTO GRAVEL ROAD +/- 160' TO A FENCE, CONTINUE EAST 160'+/- THEN SOUTH +/- 35' FROM CENTERLINE OF GRAVEL ROAD. POINT IS +/-55' WEST OF WEST TOP

OF LEVEE.

M/D Projects at USN Submarine Base, Kings Bay Marine Corps Support facility - Blount Island

00 31 21.30 Page 4

DESIGNATION: ST JO 351 2009 JAX FL

HECKSCHER DRIVE TO A DIRT/GRAVEL ROAD DR. +/-280' SOUTH OF CLAPBOARD CREEK

BRIDGE, TURN EAST/LEFT ONTO GRAVEL ROAD +/- 160' TO A FENCE, CONTINUE THRU FENCE

345'+/- TO INTERSECTION OF A LEVEE ROAD, TURN LEFT/NORTH ALONG LEVEE ROAD +/-170'.

POINT IS +/- 260' NORTH OF CENTERLINE OF GRAVEL ROAD, +/-75' WEST OF WEST TOP OF

LEVEE.

M/D Projects at USN Submarine Base, Kings Bay Marine Corps Support facility - Blount Island

00 31 21.30 Page 5

DESIGNATION: ST JO 352 2009 JAX FL

HECKSCHER DRIVE TO A DIRT/GRAVEL ROAD DR. +/-280' SOUTH OF CLAPBOARD CREEK

BRIDGE, TURN EAST/LEFT ONTO GRAVEL ROAD +/- 160' TO A FENCE, CONTINUE THRU FENCE

345'+/- TO INTERSECTION OF A LEVEE ROAD, TURN LEFT/NORTH ALONG LEVEE ROAD 1 MILE'.

POINT IS +/- 65' NORTH OF NORTH TOP OF LEVEE.

M/D Projects at USN Submarine Base, Kings Bay Marine Corps Support facility - Blount Island

00 31 21.30 Page 6

SECTION 00 31 32.10

Geotechnical Data Report for

U.S. Navy Submarine Base, Kings Bay, Camden County, Georgia 44, 45 and 47-Foot Project

00 31 32.10 Page 1

SECTION 00 31 32

Table of Contents

1.1 SCOPE

1.2 CHARACTER OF MATERIALS

1.2.1 Local Geology

1.2.2 Materials Encountered - Ranges E through I, Stations 31+800 through 48+175

1.2.3 Materials Encountered – Kings Bay Inner Channel Mooring Area

(near Range I), Stations 46+100 through 47+300

1.3 DEFINITIONS

1.3.1 Definitions of Basic Terms

1.3.2 Current Logging Terms

1.3.3 Previous Logging Terms

1.3.4 Testing and Procedure Methods

1.4 GEOMECHANICAL DATA

1.4.1 Summary of Field Investigations

1.4.2 Summary of Index Testing Data

1.4.3 Boring Log Notes

1.4.4 Recovered Materials

1.4.5 Boring Logs

1.4.6 Laboratory Testing Data

List of Tables

Table 1. Available Vibracore Boring Data

Table 2: Index Testing Available for this Project

List of Plates

Plate B - 1. Vicinity Map

Plate B - 2. Locations of geotechnical investigations in the Kings Bay

Inner Channel

M/D Projects at USN Submarine Base, Kings Bay Marine Corps Support Facility - Blount Island W912EP-17-B-0001

00 31 32.10 Page 2

1.1 SCOPE

The information provided in this section encompasses the geotechnical field investigations available for this project. The investigations consist of borings. The associated boring logs and laboratory data are presented in paragraph[s] 1.4.5 and 1.4.6, 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.

1.2 CHARACTER OF MATERIALS

1.2.1 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.

1.2.2 Materials Encountered - Ranges E through I, Stations 31+800 through 48+175

The materials to be removed from the maintenance areas accumulated as a result of shoaling since the previous dredging and dredged materials

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 3 descriptions are based on current and historical records. Depending on the location or depth, these materials will consist of fine to medium-grained sand, silt, and clay. Trash and debris may be present in the material to be dredged. At some locations, whole and broken shell as well as gravel to cobble size rock fragments may be encountered. In situ rock, if encountered, is not required to be dredged. Materials in the allowable over depth areas may or may not have been previously dredged as part of a continuous maintenance program.

1.2.3 Materials Encountered – Kings Bay Inner Channel Mooring Area (near Range I), Stations 46+100 through 47+300

The materials to be removed from the new dredging areas accumulated as a result of shoaling and upland runoff from the Crab Island dredged material management area (DMMA). Depending on the location or depth, these materials will consist of fine to medium-grained sand and silt clay. Trash and debris may be present in the material to be dredged. At some locations, whole and broken shell as well as gravel to cobble size rock fragments may be encountered. In situ rock, if encountered, is not required to be dredged.

1.3 DEFINITIONS

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

1.3.1 Definitions of Basic Terms

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

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

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

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

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

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

1.3.2 Current Logging Terms

Definition of terms used on boring logs dated since 2000:

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

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

Cavity - Voids greater than the diameter of the core.

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

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

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 4

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.

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 5

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.

1.3.3 Previous Logging Terms

Definition of terms used on boring logs dated before 2000:

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

Incompetent – Rock that disintegrates while coring; weak.

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

Poorly-Indurated – See semi-indurated.

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

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

1.3.4 Testing and Procedure Methods

Test/Procedure Method

Abrasion Resistance of Large-Size Coarse

Aggregate, Los Angeles Machine

ASTM C535

Abrasion Resistance of Small-Size Coarse

Aggregate, Los Angeles Machine

ASTM C131

Air Content by the Pressure Method ASTM C231

Air Content by the Volumetric Method ASTM C173

Air-Entraining Admixtures for Concrete ASTM C233

Atterberg Limits, wet preparation method, test method a multipoint

ASTM D4318

Bulk Specific Gravity of Bituminous Mixtures ASTM D2726

Capping Cylindrical Concrete Specimens ASTM C617

Carbonate Content ASTM D4373

Compaction: 4" Mold, Modified Proctor ASTM D1557

Compaction: 4" Mold, Standard Proctor ASTM D698

Compaction: 6" Mold, Modified Proctor ASTM D1557

Compaction: 6" Mold, Standard Proctor ASTM D698

Compressive Strength of Cast in Place Concrete

Cylinders

ASTM C873

Compressive Strength of Cylindrical Concrete

Specimens (Set of 4)

ASTM C39

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 6

Test/Procedure Method

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

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

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 7

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

1.4 GEOMECHANICAL DATA

1.4.1 Summary of Field Investigations

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

Table 1. Available Vibracore Boring Data

Designation State Plane, GA-East, NAD83

Project Location 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

VB-KB15-W4 868917 284424

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-KBIC16-5 859193 295286

Range I

VB-KBIC16-6 859353 294247

* Coordinates presented correspond to the project coordinate system and datum

1.4.2 Summary of Index Testing Data

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

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 8

Table 2: Index Testing Available for this Project

Boring

Designation

Sample

Designation

USCS

Mean

Grain

Size (mm)

Percent

Silt

Visual

Shell

Munsell

Color

VB-KBIC13-1

1 OH 0.01 94.88 0 2.5Y 3/2

2 CH 0.009 97.67 0 2.5Y 3/2

VB-KBIC16-2

1 MH 0.13 93.79 0 2.5Y 3/1

2 GP-GM 10.13 5.49 0 2.5Y 4/3

VB-KBIC16-3

1 SM 0.14 15.20 0 2.5Y 4/1

2 SM 0.18 22.95 0 2.5Y 3/1

VB-KBIC16-4

1 SP 0.17 3.46 0.1 2.5Y 7/2

2 SP-SM 0.18 6.21 0.1 2.5Y 5/1

3 SP 0.23 2.69 1 2.5Y 5/1

4 GP 5.82 4.11 0 2.5Y 4/1

VB-KBIC16-5

1 SP 0.42 1.26 4.1 2.5Y 7/2

2 SP 0.25 1.56 0.9 2.5Y 7/2

VB-KBIC16-6

1 SP-SM 0.29 5.15 0.1 2.5Y 4/1

2 SM 0.19 11.84 0 2.5Y 4/1

3 SM 0.13 11.34 0 2.5Y 6/2

*Percent silt is defined as the amount of material passing through the

#230 sieve.

1.4.3 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 with two minutes of additional effort applied to penetrate through the resistant layer at maximum vibration. The vibracore apparatus is equipped with a graph-type depth of penetration recorder but is was not functioning at the time the cores were collected.

1.4.4 Recovered Materials

The material recovered from borings VB-KBIC13-1 to VB-KBIC13-4 is not available. The material recovered from borings VB-KB15-47, VB-KB15-49, and VB-KB15-61 to VB-KB15-63 is not available.

The material recovered from borings VB-KB15-W4, VB-KB15-W5, and VB-

KBIC16-2 to VB-KBIC16-6 is available for inspection by prospective offerors at the Corps of Engineers District warehouse listed under 1 below:

1. Florida

Address: 3077 Talleyrand Avenue

Jacksonville, 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

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 9

904-232-1617 at least four (4) working days before the visit. The following information will be required to schedule the visit: (1) the project title; (2) the specific borings or entire set which are to be viewed; (3) the date, time, and duration of the visit; (4) the name of the person(s) and company to view the borings; and (5) a 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.

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 10

Legend Boundary Line Channel Boundary Line Center Line Mooring Area

0 0.5 10.25 Miles

Dwn by:

Ckd by:

Dated:

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PLATE NO.

B-1JLC

JLC

JLC

9AUG16

Dsn by:

KING'S BAY ENTRANCE CHANNEL

O&M GEOTECHICAL DATA REPORT

Geotechnical Drawings

Cedar Key

Jacksonville

St. Augustine

Project Location M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 11

H

Station 35+000

Station 30+000

Station 40+000

Station 45+000

VB-KBIC13-03

VB-KB15-W5

VB-KBIC13-04

VB-KBIC13-02

VB-KBIC13-01

VB-KBIC16-6

VB-KBIC16-5

VB-KBIC16-4

VB-KBIC16-3VB-KBIC16-2

VB-KB15-W4

VB-KB15-63

VB-KB15-62

VB-KB15-61

VB-KB15-49

VB-KB15-47

Legend H Vibracore Sample

Boundary Line Channel Boundary Line Center Line Mooring Area

0 0.4 0.80.2 Miles

Dwn by:

Ckd by:

Dated:

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PLATE NO.

B-2JLC

JLC

JLC

9AUG16

Dsn by:

KING'S BAY ENTRANCE CHANNEL

O&M GEOTECHICAL DATA REPORT

Geotechnical Drawings

Range E

Range F

Range G

Range H

Range I

U.S. Navy Submarine Base, Kings Bay, Camden County, Georgia, 44, 45 and 47-Foot Project

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 12

1.4.5 Boring Logs

Applicable boring logs are presented on the following pages.

While the Government’s borings are representative of subsurface conditions at their respective locations and vertical reaches, local variations in the characteristics of the subsurface materials of this region are to be expected. Accordingly, prospective offerors shall form their own conclusions from the examination of the recovered materials prior to submission of their offer.

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 13

00 31 32.10 Page 14

00 31 32.10 Page 15

00 31 32.10 Page 16

00 31 32.10 Page 17

-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

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 18

-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

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 19

-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

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 20

00 31 32.10 Page 21

-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

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 22

-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

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 23

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

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 24

9.6

0.0

8.9

0.0

Abbreviations:

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

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*

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-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

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-KBIC16-2

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

(Continued)

South Atlantic

N/A

King's Bay Inner Channel

Not Determined N/A

See Remarks

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

X = Y =

MLLW

Corps of Engineers - CESAJ

9.6 Ft.

Jacksonville District

N/A

JUN 02

SAJ FORM 1836

LIMESTONE, 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)

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 25

2 9.3/9.5 GP-GM*

*Lab visual classification based on gradation curve

4. Additional Laboratory Testing

1 Moisture Content 1 Percent Visual Shell 2 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

King's Bay Inner Channel

Not Determined

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

Jacksonville District

VERTICAL

SHEETS

SHEET

X = Y =

VB-KBIC16-2

INSTALLATION

LOCATION COORDINATES

DRILLING LOG (Cont. Sheet)

MLLW

JUN 02

SAJ FORM 1836-A

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 26

7.4

0.8

3.1

3.6

0.0

Abbreviations:

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

4. Additional Laboratory Testing

1 Percent Visual Shell 2 Moisture Content

DEPTH

RQD

OR

UD

B L

O W

S

F

T

REMARKSCLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

ELEV.

B O

X O

R S

A M

P L

E

N -V

A L

U 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-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

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-KBIC16-3

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

(Continued)

South Atlantic

N/A

Not Determined N/A

See Remarks

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

X = Y =

MLLW

Corps of Engineers - CESAJ

7.4 Ft.

Jacksonville District

N/A

King's Bay Inner Channel

JUN 02

SAJ FORM 1836

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 27

2 Percent Visual Shell

DEPTH

RQD

OR

UD

B L

O W

S

F

T

REMARKSCLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

ELEV.

B O

X O

R S

A M

P L

E

N -V

A L

U E

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OF

ELEVATION TOP OF BORING

Boring Designation

Not Determined

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

Jacksonville District

VERTICAL

SHEETS

SHEET

X = Y =

VB-KBIC16-3

INSTALLATION

LOCATION COORDINATES

DRILLING LOG (Cont. Sheet)

MLLWKing's Bay Inner Channel

JUN 02

SAJ FORM 1836-A

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 28

8.5

4.3

6.0

7.0

7.8

0.0

Abbreviations:

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)

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*

DEPTH

RQD

OR

UD

B L

O W

S

F

T

REMARKSCLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

ELEV.

B O

X O

R S

A M

P L

E

N -V

A L

U 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-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

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-KBIC16-4

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

(Continued)

South Atlantic

N/A

Not Determined N/A

See Remarks

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

X = Y =

MLLW

Corps of Engineers - CESAJ

8.5 Ft.

Jacksonville District

N/A

King's Bay Inner Channel

JUN 02

SAJ FORM 1836

LIMESTONE, poorly-graded, mostly sand to gravel-sized limestone, trace silt, trace quartz, strong reaction with HCl, 2.5Y 4/1 dark gray

(GP)

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 29

4 8.0/8.2 GP*

curve

4. Additional Laboratory Testing

1 Percent Visual Shell 2 Percent Visual Shell 3 Percent Visual Shell 4 Percent Visual Shell

DEPTH

RQD

OR

UD

B L

O W

S

F

T

REMARKSCLASSIFICATION OF MATERIALS %

REC.

L E

G E

N D

ELEV.

B O

X O

R S

A M

P L

E

N -V

A L

U E

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OF

ELEVATION TOP OF BORING

Boring Designation

Not Determined

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

Jacksonville District

VERTICAL

SHEETS

SHEET

X = Y =

VB-KBIC16-4

INSTALLATION

LOCATION COORDINATES

DRILLING LOG (Cont. Sheet)

MLLWKing's Bay Inner Channel

JUN 02

SAJ FORM 1836-A

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 30

10.0

6.8

0.0

Abbreviations:

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*

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-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

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-KBIC16-5

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

(Continued)

South Atlantic

N/A

King's Bay Inner Channel

Not Determined N/A

See Remarks

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

X = Y =

MLLW

Corps of Engineers - CESAJ

10.0 Ft.

Jacksonville District

N/A

JUN 02

SAJ FORM 1836

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 31

2 7.8/8.0 SP*

curve

4. Additional Laboratory Testing

1 Percent Visual Shell 2 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

King's Bay Inner Channel

Not Determined

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

Jacksonville District

VERTICAL

SHEETS

SHEET

X = Y =

VB-KBIC16-5

INSTALLATION

LOCATION COORDINATES

DRILLING LOG (Cont. Sheet)

MLLW

JUN 02

SAJ FORM 1836-A

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 32

13.9

1.2

0.0

Abbreviations:

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 7.5 to 12.7 Ft., mostly fine-grained sand-sized quartz, little silt, trace organic matter, no reaction with HCl, 2.5Y 6/2 light brownish gray

NOTES:

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-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

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-KBIC16-6

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

(Continued)

South Atlantic

N/A

King's Bay Inner Channel

Not Determined N/A

See Remarks

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

X = Y =

MLLW

Corps of Engineers - CESAJ

13.9 Ft.

Jacksonville District

N/A

JUN 02

SAJ FORM 1836

M/D Projects at USN Submarine Base, Kings Bay

00 31 32.10 Page 33

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

4. Additional Laboratory Testing

1 Percent Visual Shell 2 Percent Visual Shell 3 Percent Visual Shell

DEPTH

RQD

OR

UD

B

LO

W S

FT

REMARKSCLASSIFICATION OF MATERIALS %

REC.

LE

G

E…