GROUP4-10-R-J032_VOL_2.pdf

GROUP4-10-R-J032

Jacksonville District

PALM BEACH HARBOR MAINTENANCE

AND ADVANCED MAINTENANCE

DREDGING, 33-FOOT PROJECT,

ENTRANCE CHANNEL, SOUTHERN AND

NORTHERN TURNING BASINS, AND

SETTLING BASINS

PALM BEACH COUNTY, FLORIDA

Construction Solicitation and Specifications Volume 1 of 2

12 July 2017

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, Entrance Channel, Southern and Northern Turning Basins, and Settling Basins

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 31 32 GEOTECHNICAL DATA REPORT

00 33 50 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 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

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

DIVISION 02 - EXISTING CONDITIONS

02 22 13 VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

TRACKING PROFILE

35 20 28 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 31 21

CONTROL MONUMENT DESCRIPTIONS

GROUP4-10-R-J032 DOCUMENT 00 31 21

Designation: WOLFE

PID: BBBZ46

Stamping: WOLFE 2010 JAX.DIST.

Setting: Massive retaining walls

Description: To reach from the intersection of Blue Heron Blvd and I-95, West Palm Bch, go east on Blue Heron Blvd 4 miles to SR 708 (exit 76). Turn right on Beach Ct and go south 0.2 miles to Beach Road. Turn left on Beach Rd and proceed east 0.1 miles to Ocean Ave. Turn right on Ocean Ave and go south 0.4 miles to security gate across road leading to north jetty. Key to gate can be obtained at Police Station at 252 Edwards Ln off Ocean Ave. Mark is 311 ft south of gate and set in top of concrete seawall.

Observed: 2010-03-04T12:22:00Z Source: OPUS - page5 0909.08

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J0032 00 31 21 Page 1

DESIGNATION - A 310

PID - AD2870

STATE/COUNTY- FL/PALM BEACH

MARKER: BENCH MARK DISK

SETTING: SET IN A RETAINING WALL OR CONCRETE LEDGE

SP_SET: SEAWALL

STAMPING: A 310 1970

MARK LOGO: CGS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SATELLITE

OBSERVATIONS - March 23, 2009

HISTORY - Date Condition Report By

HISTORY - 1970 MONUMENTED NGS

HISTORY - 20090323 GOOD USACE

STATION DESCRIPTION

DESCRIBED BY NATIONAL GEODETIC SURVEY 1970: AT PALM BEACH, ALONG THE SOUTH

BANK OF LAKE WORTH INLET, AT THE NORTH END OF NORTH OCEAN BLVD, AT A SMALL

CITY DOCK, SET IN THE TOP OF THE WEST END OF A CONCRETE SEAWALL, 21 FEET EAST

OF THE EXTENDED CENTER LINE OF THE BLVD, 2 FEET EAST OF THE WEST END OF THE

SEAWALL, 2.2 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK

FENCE, AND ABOUT LEVEL WITH THE BLVD.

RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2009: RECOVERED IN GOOD

CONDITION.

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J0032 00 31 21 Page 2

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 31 32

GEOTECHNICAL DATA REPORT

GROUP4-10-R-J032 DOCUMENT 00 31 32

SECTION 00 31 32

Geotechnical Data Report for

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project

Entrance Channel, Southern and Northern Turning Basins, and Settling Basins

Palm Beach County, Florida

Prepared by

Geotechnical Branch

Engineering Division

Jacksonville District Corps of Engineers

7 July 2016

Table of Contents

1.1 SCOPE

1.2 CHARACTER OF MATERIALS

1.2.1 Local Geology

1.2.2 Materials Encountered

1.3 DEFINITIONS

1.3.1 Definitions of Basic Terms

1.3.2 Current Logging Terms

1.3.3 Previous Logging Terms

1.3.4 Testing and Procedure Methods

1.4 GEOMECHANICAL DATA

1.4.1 Summary of Field Investigations

1.4.2 Summary of Index Testing Data

1.4.3 Boring Log Notes

1.4.4 Recovered Materials

1.4.5 Boring Logs

1.4.6 Laboratory Testing Data

List of Tables

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

List of Plates

Plate B-1. Vicinity Map Plate B-2. Boring Location Map Plate B-3. Boring Location Map

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32-i

1.1 SCOPE

The information provided in this section encompasses the geotechnical field investigations available for this project. The investigations consist of borings. The associated boring logs and laboratory data are presented in paragraphs 1.4.5 and 1.4.6 respectively. A character of materials paragraph is included to provide a comprehensive description of the materials utilizing 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

Underneath a thin layer of recent deposited sediments, Pleistocene age Pamlico sands mantle almost all of Palm Beach County. The sand is gray or white and about 10 feet thick along the coastal ridge, and up to 50 feet in the dune areas. Pamlico sand is primarily quartz sand deposited during a lower stand of sea level and lies unconformable over the Anastasia Formation. The Anastasia formation is composed of sand, sandstone, limestone, coquina, and shell beds and underlies all of eastern Palm Beach County and reaches a thickness up to 200 feet beneath the coastal ridge.

1.2.2 Materials Encountered

The Palm Beach Harbor Entrance channel, Cut-1, Cut-2, the Settling Basin and the Extended Settling Basin have been dredged historically multiple times. The last maintenance dredging event of the Entrance Channel and the Settling Basin was in 2016. The Settling Basins were deepened to 35 feet MLLW in 2012. Therefore the materials presented on the boring logs and sediment gradation curves prior to 2012 have been removed with subsequent shoaling. However, the historic boring logs give still valid information about the materials below the dredge template and also show

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 1 what type of material can be expected in the side slopes and possibly slough in.

Based on materials encountered during previous dredging events, and the historic and recent borings, the materials to be dredged consist primarily of poorly-graded quartz sand with variable amounts of silt and gravel to sand-sized shell fragments. Trash and debris were encountered during the last dredging event and may be present in the materials to be dredged.

Since insitu rock was encountered in the Entrance Channel and the Settling Basin during the 2012 dredging event, sand to boulder-sized rock fragments can be encountered in the shoal material along the channel and settling basin sides and in the overdepth. The amount of rock fragments is estimated to be less than 0.1 percent of the total dredge volume. Any insitu rock, if encountered, is not required to be dredged.

All sampling locations are listed in Table 1 and depicted on Plate 2 and Plate 3. Laboratory data for the project area is summarized in Table 2.

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.

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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.

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 3

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

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 4

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

Triaxial compression: Unconsolidated Undrained ASTM D2850

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Test/Procedure Method (UU) Triaxial Compression Test Q Test with Pore Pressure Measurements (per confining pressure) 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 tables below summarize the historical field investigations data set available for this project.

Table 1. Available Boring Data

Designation State Plane, FL-East, NAD83

Project Location X Y

CB-2 971357 887753

Entrance Channel CB-3 971362 887448

CB-5 970507 887568

CB-6 970117 887693

Cut-1 CB-7 970002 887663

CB-8 969537 887473

CB-19 968422 886963 Cut-2

CB-28 966437 886703

Southern Turning Basin

CB-32 966937 886003

CB-40 972117 887783 Entrance Channel CB-PBH91-5 969348 887231 Cut-1 CB-PBH91-6 967540 885753 Southern Turning Basin

CB-PBH95-1 973835 887453

Entrance Channel

CB-PBH95-2 973458 887488

CB-PBH95-3 973172 887665

CB-PBH95-7 971163 887667

CB-PBH95-8 970761 887745

CB-PBH95-12 966283 887095 Northern Turning Basin CB-WP97-2 967446 886708 Southern Turning Basin

CB-WP97-6 966247 886703

Northern Turning Basin CB-WP97-7 966165 887169

CB-WP97-10 965798 886680

CB-WP97-11 966302 885343

Southern Turning Basin CB-WP97-13 967285 885306

CB-WP97-17 966235 886175

PBVC-05-02 972913 887917 Settling Basin

VB-LWI2012-04 973545 887690

Entrance Channel VB-LWI2012-05 972557 887706

VB-LWI2012-07 970832 887855

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 6

Designation State Plane, FL-East, NAD83

Project Location X Y

VB-LWI2012-08 970279 887494 Cut-1 VB-LWI2012-11 968517 886930 Cut-2

VB-LWI2012-13 967727 886421

Southern Turning Basin

VB-LWI2012-15 967297 886040

VB-LWI2012-16 966405 886335

VB-LWI2012-17 966630 885712

CB-LWI13-4 967788 886227

CB-LWI13-3 966680 885876

CB-LWI13-5 968747 887000 Cut-2 CB-LWI13-10 969793 887382 Cut-1

CB-LWI13-11 970699 887476

Entrance Channel

CB-LWI13-12 971718 887524

CB-LWI13-13 972337 887364

CB-LWI13-14 971169 887908

CB-LWI13-16 972405 887963

CB-LWI13-18 972774 888036

Settling Basin CB-LWI13-19 972725 888381

CB-LWI13-20 972647 888616

All presented coordinates in this table correspond to the project coordinate system and datum.

1.4.2 Summary of Index Testing Data

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

Table 2. Index Testing Available for this Project

Boring Designation

Sample Designation

USCS

Visual Shell

CO3

GS

CB-PBH91-5

1 SP 2.7

2 SM 2.75

3 SP-SM 2.75

4 SM 2.74

CB-PBH91-6

1 SP-SM 2.73

2 SM 2.73

CB-PBH95-1 1 SP-SM 17 2.74

CB-PBH95-2 1 SP 4 2.73

CB-PBH95-7

1 SP 8 2.73

2 SP-SM 11 2.71

CB-PBH95-8 1 SP-SM 17 2.77

CB-WP-97-2 1 SP-SM 1

CB-WP-97-7 1 SP 6

CB-WP-97-10 1 SP 2

CB-WP-97-11 1 SP-SM <1

CB-WP-97-17 1 SP-SM 0

PBVC-05-02

1 SP 20

2 SP 20

3 SP 20

4 SP 15

5 SP 15

6 SP 20

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 7

Boring Designation

Sample Designation

USCS

Visual Shell

CO3

GS

7 SP 5

VB-LWI2012-04

1 SP 18.8

2 SP 36.7 45.8

3 SP 35

4 SP 6.5

VB-LWI2012-05

1 SP 12.2 36.9

2 SP 8.5

3 SP 26.4

4 SM 12.7

5 SP

6 SP 12.1

VB-LWI2012-13

1 SW-SM 47.5 68.5

2 SP-SM 23.8

VB-LWI2012-15

1 SP-SM 50.1 63

2 SP-SM 50.9

3 SW-SM 40.6 69.5

VB-LWI2012-16

1 SP 8.9 28.3

2 SP-SM 9.3

3 SP-SM 10.5

4 SP-SM 1

VB-LWI2012-17

1 SP-SM 1.1 18.8

2 SANDSTONE 1.2

3 SP 7.1

4 SHELL 67.5

CB-LWI13-3 1 SP-SM 3.3

CB-LWI13-4 2 SM 2.3

CB-LWI13-12

4 SP 21.6 43.2

8 OL 5.4

9 SP-SM 57.8

CB-LWI13-13

4 SP-SM 15.3

9 SP-SM 5.8

12 SP-SM 35.5

14B SM 11.7

CB-LWI13-16

4 SP 47.1 53

9 SP 54.3 61.3

14 SP-SM 34.5

19 SP-SM 15 15.8

25 SM 46.3 48.6

CB-LWI13-18

4 SP 61.2 73.5

8 SP-SM 12.4

CB-LWI13-19

3 SP-SM 39.8

6 SP-SM 12.3

10 SP-SM 11.6 39.8

CB-LWI13-20

2 SP 34.8 50.4

7 SP 38.5 55.8

12 SP 15.8

18 SP-SM 13.2 13.6

24 SM 58

USCS: Unified Soil Classification System; CO3%: Carbonate Content; Gs: specific gravity

GROUP4-10-R-J032 00 31 32 Page 8

1.4.3 Boring Log Notes

Borings CB-PBH95-1, CB-PBH95-2, CB-PBH95-3, CB-PBH95-7, CB-PBH95-8, CB- PBH95-12, , CB-LWI13-3 through CB-LWI13-5, CB-LWI13-10 through CB-LWI13- 14, CB-LWI13-16, CB-LWI13-18 through CB-LWI13-20 were driven using the Standard Penetration Test (SPT) procedure with a 140 pound hammer with a 30-inch drop using a 2.0 foot split spoon (1 3/8-inch I.D. and 2-inch O.D.). Borings were advanced in 18-inch intervals, or until refusal was encountered. Refusal is defined as a total of 50 blows of the hammer within any 6-inch increment, a total of 100 blows within any 1-foot increment, or no observed advance of the sampler after 10 successive blows of the hammer. When refusal was encountered, the borings were continued with a 4-inch by 5 1/2-inch diameter core barrel until the rate of penetration indicated softer material, at which point the SPT procedure was resumed.

Borings CB-2, CB-3, CB-5, CB-6, CB-7, CB-8, CB-19, CB-28, CB-32, CB-40, CB-PBH91-5, CB-PBH91-6, , CB-WP97-2, CB-WP97-6, CB-WP97-7, CB-WP97-10, CB-WP97-11, CB-WP97-13, CB-WP97-17, were driven using a 5’ sampler with a procedure similar to the Standard Penetration Test (SPT). The blow counts indicated are those required for sampling only and do not correlate to the N-values of a SPT.

Borings PBVC-05-02, VB-LWI2012-04, VB-LWI2012-05,VB-LWI2012-07, VB-

LWI2012-08, VB-LWI2012-11, VB-LWI2012-13, VB-LWI2012-15, VB-LWI2012-16,

VB-LWI2012-17 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.

1.4.4 Recovered Materials

The material recovered from borings CB-2, CB-3, CB-5, CB-6, CB-7, CB-8, CB-19, CB-28, CB-32, CB-40, CB-PBH91-5, CB-PBH91-6, CB-PBH95-1, CB-

PBH95-2, CB-PBH95-3, CB-PBH95-7, CB-PBH95-8, CB-PBH95-12, CB-WP97-2, CB-

WP97-6, CB-WP97-7, CB-WP97-10, CB-WP97-11, CB-WP97-13, CB-WP97-17, PBVC-

05-02 is not available.

The material recovered from borings VB-LWI2012-04, VB-LWI2012-05,VB-

LWI2012-07, VB-LWI2012-08, VB-LWI2012-11, VB-LWI2012-13, VB-LWI2012-15,

VB-LWI2012-16, VB-LWI2012-17, CB-LWI13-3 through CB-LWI13-5, CB-LWI13-10 through CB-LWI13-14, CB-LWI13-16, CB-LWI13-18 through CB-LWI13-20 is available for inspection by prospective offerors at the Corps of Engineers District warehouse listed below:

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 904-232-1890 or Chief, Geology and Explorations Section at

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 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; 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.

GROUP4-10-R-J032 00 31 32 Page 10

N

A T L

A N

T

IC

O

C E

A N

ORLANDO

COCOA

TAMPA

FT MYERS

PALM

WEST

BEACH

MIAMI

KEY WEST

OF WORK

LOCATION

GULF OF MEXICO

ALABAMA

GEORGIA

JACKSONVILLE

TALLAHASSEE

PENSACOLA

PLATE B-2

PLATE B-3

NORTH PALM BEACH

RIVIERA BEACH

LAKESIDE GREEN

O L

D D

IX

IE

H

W Y

D R . M

A R

TIN

LU

TH

E R K

IN

G

JR

. B

LV

D

45TH STREET

MANGONIA PARK

LAKE PARK

MUNYON ISLAND

B-1

SITE VICINITY MAP

0'

GRAPHIC SCALE

N

3,000' 6,000'3,000'

RGE. 200

RGE. 200

RGE. 00

RGE. 400

RGE. 400

RGE. 00

RGE. 1

RGE. 1

RGE. 0

RGE. 3

RGE. 0

RGE. -50

RGE. -300

Ckd by:

Dwn by:

Dsn by:

DEPARTMENT OF THE ARMY

Dated:

PLATE

US Army Corps of Engineers

Jacksonville District

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

BUN

CJB

BUN

PALM BEACH COUNTY, FLORIDA

JULY 2014

FOR GEOTECHNICAL DATA REPORT

GEOTECHNICAL DRAWINGS

PALM BEACH HARBOR O&M

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 11

CB-2

CB-3

CB-40

EXPANDED SETTLING BASIN

EXTENDED SETTLING BASIN

SETTLING BASIN

VIBRACORE LOCATIONS

LEGEND

0'

GRAPHIC SCALE

N

E N

T R

A N

C E C

H A

N N

E L S

T A

E N

T R

A N

C E C

H A

N N

E L S

T A

ENTRANCE CHANNEL

E .C S

T A

B-2

BORING LOCATION PLAN

CB-PBH95-7

CB-PBH95-3

CB-PBH95-2

CB-PBH95-1

VB-LWI2012-04

VB-LWI2012-05

E .C S

T A

300' 600'300'

CB-LWI13-14

CB-LWI13-16

CB-LWI13-12

CB-LWI13-13

CB-LWI13-18

CB-LWI13-19

CB-LWI13-20

ENTRANCE CHANNEL

CORE BORING LOCATIONS

Ckd by:

Dwn by:

Dsn by:

DEPARTMENT OF THE ARMY

Dated:

PLATE

US Army Corps of Engineers

Jacksonville District

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

BUN

FOR GEOTECHNICAL DATA REPORT

GEOTECHNICAL DRAWINGS

PALM BEACH HARBOR O&M

PBVC-05-02

800'

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 12

CB-WP97-13

CB-PBH91-6

CORE BORING LOCATIONS

VIBRACORE LOCATIONS

BORING LOCATION PLAN

B-3

LEGEND

VB-LWI2012-07

0'

GRAPHIC SCALE

N

400'400' 800'

CB-PBH95-8

CB-PBH91-5

CB-WP97-6

CB-WP97-10

CB-PBH95-12

CB-WP97-7

VB-LWI2012-17

VB-LWI2012-15

VB-LWI2012-16

VB-LWI2012-13

VB-LWI2012-11

VB-LWI2012-08

E N

T R

A N

C E C

H A

N N

E L S

T A

CB-LWI13-10

CB-LWI13-11

CB-LWI13-5

CB-LWI13-4

CB-LWI13-3

BASIN

SOUTHERN TURNING

C U T-

CUT-1

C U

T -1 S

T A . 7

E .C S

T A

C U

T -2 S

T A . 8

T .B . S

T A . 1

0 CB-5

CB-6

CB-7

CB-8

CB-19

CB-28

CB-32

BASIN

TURNING

NORTHERN

Ckd by:

Dwn by:

Dsn by:

DEPARTMENT OF THE ARMY

Dated:

PLATE

US Army Corps of Engineers

Jacksonville District

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

BUN

FOR GEOTECHNICAL DATA REPORT

GEOTECHNICAL DRAWINGS

PALM BEACH HARBOR O&M

CB-WP97-2

CB-WP97-11

CB-WP97-17

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 13

1.4.5 Boring Logs

Applicable boring logs are presented on the following pages.

The borings presented in this section are available historic and recent borings within the project area. Most of the materials within the project template presented on the boring logs prior to 2012 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.

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 14

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GROUP4-10-R-J032 00 31 32 Page 26

Hole No.CB-PBH95-1 DRILLING LOG I South Atlantic JaCkSOI~~i~e District

SHEET I

OF I

1.PROJECT 10.SIZE AND TYPE OF BIT See Remarks Palm Beach Harbor 11.DATUMFORELEVATION SHOWN (T8N or NSLI

12. LOCATION icoorcunete« or stetton: MLW (FEET) X 817,598 Y 887,290 ,~, rs U~:;!\:iNA IlUN U~ UK!LL

3. DRILLING AGENCY Failing 314 h-,:;c;.;:°nrp:;..s~o:..,f.;:E;.:.n~gi~n.;:,e,:.:er7.s=-::l="","7m:- --l13. TOTAL NO.OF OVERBURDENSAMPLESTAKEN

4. HOLENO. (AS snown on arawmg title disturbed: 2 undisturbed: 0 and file number) CB PBH95 I

5. NAMEOF DRILLER 14. TOTAL NUMBEROF COREBOXES I

C. Robbins 16. ELEVATION GROUNDWATER TIDAL

6. DIRECTION OF HOLE 16. DATE HOLE STARTED

~ VERTICAL 0 INCLINED 8/8/95 8/8/95

17.ELEVATION TOPOF HOLE 36.8 Ft.

7. THICKNESS OF BURDEN Ft. 16. TOTAL CORERECOVERYFORBORING 33 %

6. DEPTHDRILLED INTO ROCK 0 F t. 19. SIGNATUREOFGeologist

9. TOTAL DEPTHOF HOLE 4.5 Ft. Jim Arthur

ELEV. DEPTH ~ CLASSIFICA nON OF MATERIALS CORE ~ f5 ~ (Description) REC ~ ~

-36.8 .0

-41.3

SAMPLE LABORATORY

ELEVA TION CLASSIFICA nON

4.5 :;'.:.::.'

SAND, gray fine poorlvqr eded quartz sand, some small shell fragments (SP)

High blow counts shown are due to sand packing in casing

NOTE:

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

Samples recovered using a 140# hammer with 30" drop used on a 2 foot split spoon (1-3/8" ID x 2" 00)

-35.3 to -33.8 (SP)

(J)~.oLq

-'OJ

46 -

2.5

50+

15 I-

REMARKS

Bit or Barrel

-36.8

0 SPLIT SPOON

-38.3

58 1 SPLIT SPOON

-39.8

47 2 SPLIT SPOON

-41.3

Set 6 inch casing to depth 2.4 ~5 feet, drilled using Basco salt water drilling mud.

H.5

HO

I-

H2.5

H5

H7.5

I-

1-20

1-22.5

ENG FORM I83fI PREVIOUS EDITIONS ARE OBSOLETE.

MAR 71 I PROJECT

Palm Beach Harbor I HOLENUMBER

CB-PBH95-1

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 27

DRILLING LOG I SHEET I

South Atlantic Jacksonville District OF I I. PROJECT 10. SIZE AND TYPE OF BIT See Remarks

Palm Beach Harbor 11.DATUMFOR ELEVAnON SHOWN (TBN or NSL) 12.LOCAlION tcooranstes or station) MLW (FEET)

X 817,221 Y 887,325 . MA , "" U~::>!""'A I !UN OF DRILL

3. DRILLING AGENCY Failing 314

Corps of Engineers 13. TOTAL NO. OF OVERBURDENSAMPLESTAKEN "-ROtE NO. (As shown on arawlIl!l (me disturbed: 2 undis turbed: 0ana file number) CB PBH95 2

14. TOTAL NUMBEROF COREBOXES I5. NAMEOF DRILLER

C. Robbins 15. ELEVAnON GROUNDWATER TIDAL

B. DIRECTION OF HOLE lB. DATE HOLE STARTED COMPLETED cgJ VERTICAL DINCLINED 8/8/95 8/8/95

17. ELEVAnON TOP OF HOLE 38.0 Ft.

7. THICKNESS OF BURDEN Ft.

18. TOTAL CORERECOVERYFOR BORING 40 %

8. DEPTH DRILLED INTO ROCK OFt.

19. SIGNATURE OFGeologist

9. TOTAL DEPTH OF HOLE 3.0 Ft. Jim Arthur

0 CLASSIFICA nON OF MATERIALS CORE wa: '-ELEV. DEPTH Z ...JW

REMARKS Ulx-W (Description) REC Q.!D oll:!(!) %% Bit or BarrelW % <::> ...J ...J UlZ !D

-38.0 .0 -38.0 :','," SAND, gr ay fine poorly graded 5::',',',', quartz sand, some small shell 47 I SPLIT SPOON 22 fragments (SP)

23 I--39.5,",':'

:..... II

33 2 SPLIT SPOON 13.. '- .:,~:.:':.

-41.0 3.0 /.~:.:::~ -41.0 18

- NOTE: I-

Soils are field visually classified Set 6 inch casing to depth 1.2 in accordance with the Unified Soils feet, drilled using Basco salt water Classification System. drilling mud.

I-- Samples recovered using a 140# hammer with 30" drop used on a

- 2 foot split spoon I- (1-3/8" ID x 2" 00)

- SAMPLE LABORATORY I-

ELEVATION CLASSIFICA lION

- -38.0 to -39.5 (SP) I-

- I-

- I-

- I-

- I-

- I-

- I-

- I-

- I-

- I-

ENe FORM 1838 PREVIOUSEDITIONSAREOBSOLETE. I PROJECT I HOLE NUMBERMAR 71 Palm Beach Harbor CB-PBH95-2

Hole No CB-PBH95-2 o

2.5

7.5

12.5

17.5

22.5

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 28

Hole No.CB-PBH95- 3 DRILLING LOG I South Atlantic

1. PROJECT

Palm Beach Harbor

Jacksonville District tcooraoete« or steuom X 816,935 Y 887,502

10. SIZE AND TYPE OF BIT See Remarks II. DATUM FOR ELEVATION SHOWN (TBN or N:XI

MLW (FEET)

SHEET!

OF!

3. DRILLING AGENCY

Corps of Engineer s

Failing 314

13. TOTAL NO. OF OVERBURDEN SAMPLES TAKEN

OF UtHCC

14. HuL~ NU. (As snow» on ara"mg title and file number) CB PBH95 3

5. NAME OF DRILLEK

C. Robbins disturbed: 2 undisturbed: 0

14. TOTAL NUMBER OF CORE BOXES I

15. ELEVATION GROUND WATER TIDAL

e. DIRECTION OF HOLE

['gIVERTICAL 0 INCLINED

7. THICKNESS OF BURDEN Ft.

It>. UA I ~ HUC~ s I AK I eu l,;uM~LETED

8/8/95 8/8/95

17. ELEVATION TOP OF HOLE 37.7 Ft.

18. TOTAL CORE RECOVERY FOR BORING 31 %

CLASSIFICA nON OF MATERIALS (Description)

19. SIGNA TURE OFGeologist Jim Arthur

Set 6 inch casing to depth 1.6 -5 feet, drilled using Basco salt water drilling mud.

8. DEPTH DRILLED INTO ROCK 0 F t.

9. TOTAL DEPTH OF HOLE 4.5 Ft.

ELEV. DEPTH ~

UJ

UJ...J

REMARKS

Bit or Barrel

-37.7 .0

-42.2 4.5 '/.':/

-37.7 SAND, gray fine poorly graded quartz sand, trace small shell 0 SPLIT SPOONfragments (SP)

-39.2

47 I SPLIT SPOON

-40.7

47 2 SPLIT SPOON

-42.2

NOTE:

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

Samples recovered using a 140# hammer with 30" drop used on a 2 foot split spoon (1-3/8" ID x 2" 00)

'-(f) ;3:-o~...J co

22 -

2.5

18 -

1-7.5

HO

-12.5

-15

I-

1-17.5

I-

-20

-22.5

~~ ~?RN \8311 PREVIOUS EDITIONS ARE OBSOLETE. I PROJECT

Palm Beach Harbor I HOLE NUMBER

CB-PBH95-3

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 29

Hole No.CB-PBH95-1 DRILLING LOG I South Atlantic

O~ UIULL

SHEET I

OF IJacksonville District

10. SIZE AND TYPEOF BIT See Remarks

11. DATUMFORELEVATION SHOWN(TBN or NSl.J

MLW (FEET)

CORE ~ffi REC ~~% <:::l

(f)Z

12. LOCAnON (Coordinates or Station) X 814,926 Y 887,504

••• ANur A'" I UK~K '"

Failing 314

13. TOTAL NO.OF OVERBURDENSAMPLESTAKtN

36.8 .0

-39.8

-41.3

3.0-::;(;:;'

-:.\J:

4.5 :\/':

1.PROJECT

Palm Beach Harbor

14. HOL~ NO. IAS snown on araw",!! rille and tHe numoer) CB PBH95 7 disturbed: 3 undisturbed: 0

14. TOTAL NUMBEROF COREBOXES I

3. DRILLINGAGENCY

Corps of Engineers

5. NAMEOF ORILLtK C. Robbins 16. ELEVATIONGROUNDWATER TIDAL

B. DIRECTIONOF HOLE

C8JVERTICAL D INCLINED

7. THICKNESSOF BURDEN Ft.

~. OAI E HOLt S I AK I to COMPLETED 8/9/95 S/9/95

17. ELEVATION TOPOF HOLE 36.S Ft.

8. DEPTHDRILLEDINTO ROCK 0 Ft.

9. TOTAL DEPTHOF HOLE 4.5 Ft.

18. TOTAL CORERECOVERYFORBORING 58 %

119. SIGNATUREOFGeologist

Jim Arthur

ELEV. DEPTH ~

w w oJ

CLASSIFICA TION OF MATERIALS

(Description) a

1-22.5

SAND, gray fine to medium poorly graded quartz sand, some shell fragments up to 1/4 inch long

(SP)

below elevation -39.S, trace of shell fragments

High blow counts shown are due to sand packing in casing

(f) x-o~ oJ

CD

a a -

2.5

14 I-

REMARKS

Bit or Barrel

-36.8

SPLIT SPOON

-38.3

SPLIT SPOON

-39.8

SPLIT SPOON

-41.3

77 2

Set 6 inch casing to depth 4.S 1-5 feet, drilled using Basco salt water drilling mud, 1-7.5

1-10

-12.5

H7.5

I-

1-20

NOTE:

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

Samples recovered using a 140# hammer with 30" drop used on a 2 foot split spoon (1-3/S" lD x 2" 00)

- I-

SAMPLE LABORATORY

ELEVA TION CLASSIFICATION

-36.8 to -3S.3 (SP) -38,3 to -39,8 (SP-SM)*

* Visual classification based on gradation curve. No Atterberg Limits.

ENG FORM 18311 PREVIOUS EOITIONS ARE OBSOLETE.

MAl'! 71 I PROJECT

Palm Beach Harbor I HOLENUMBER

CB-PBH95-7

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 30

Hole NO.CB-PBH95-8

SHEET'

OF'DRILLING LOG I South Atlantic Jacksonville District 1.PROJECT 10.SIZE AND TYPEOF BIT See Remarks

""'r.p",a",lm",B..,e",a;-c"7h""",H""ar""b:-::o,,,r::-:-:~~='-- ----III. DATUMFORELEVATION SHOWN(TBN or NSL) . LOCATION (Coordinates or Statton} MLW (FEET)

X 814,524 Y 887,582 U~ Ut<lLL

3. DRILLINGAGENCY

Corps of Engineers Failing 314

13. TOTAL NO.OF OVERBURDENSAMPLESTAKEN

4. HuL~ Nu. (As snowt: on araw"'g title eoa file number) CB PBH95 8 disturbed: 2 undisturbed: 0

14. TOTAL NUMBEROF COREBOXES I5. NAMEOF DRILLER

C. Robbins 15. ELEVATIONGROUNDWATER TIDAL re, UA I~ HUL~ s IAt< I~u \';UMI"'L~ Icu

8/9/95 8/9/95

6. OlRECTIONOF HOLE

[8JVERTICAL D INCLINED

7. THICKNESSOF BURDEN Ft.

17. ELEVATION TOPOF HOLE 35.8 Ft.

18. TOTALCORERECOVERYFORBORING 36 %

8. DEPTHDRILLED INTO ROCK 0 F t.

9. TOTAL DEPTHOF HOLE 4.5 Ft.

19. SIGNATUREOFGeologist Jim Arthur

CORE ~ffi REG ~~% <=>enz

ELEV. DEPTH ~

UJ

UJ...J

en 3-o~...J m

0 -

2.5

23 -

GLASSIFIGA nON OF MATERIALS (Description) REMARKS

Bit or Barrel

-35.8 .0 -35.8

SPLIT SPOON

-37.3

I SPLIT SPOON

-38.8

2 SPLIT SPOON

-40.3

SAND, gr ayish tan fine to medium poorly graded quartz sand, some small shell fragments to 1/8 inch

(SP)

t :»>:

o

60_·:':·/i

3.0 .. ,'.

below elevation -38.8 gr ayish tan, gray, and dark gray, trace of silt and fine to coarse gravel

_ :.\./: and shell fragments.

1--..:.4""°."'3+-_4"'.5"----+'-'-,,"'-"1. ., High blow counts shown are due , to sand packing in casing

-38.8

Set 6 inch casing to depth 3.4 f-5 feet, drilled using Basco salt water drilling mud.

NOTE:

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

Samples recovered using a 140# hammer with 30" drop used on a 2 foot split spoon (1-3/8" ID x 2" 00)

1-7.5-

SAMPLE LABORATORY

ELEVA TION CLASSIFICA nON

-37.3 to -38.8 (SP-SM)* -10-

* Visual classification based on gradation curve. No Atterberg limits.

-12.5-f-15-

- f-

'-17.5-

-20-

- I-

1-22.5-

I HOLENUMBER

CB-PBH95-BI PROJECT

Palm Beach Harbor ~~ ~CjIRM\83e PREVIOUS EDITIONS ARE OBSOLETE.

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 31

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GROUP4-10-R-J032 00 31 32 Page 40

-39.8

-41.8

-45.8 -45.8

-51.8

0.00.0-39.8-39.8

2-post

NR Vibracore

SAND, poorly-graded, mostly fine-grained sand-sized quartz, trace shell, weak reaction with HCl, moist, 10Y 6/1 greenish gray (SP)

At El. -41.8 Ft., little fine to medium-grained sand-sized shell, few fine to medium-grained sand-sized limestone

At El. -44.2 Ft., little fine to coarse gravel-sized shell At El. -44.8 Ft., few fine to coarse gravel-sized shell, N 4/ dark gray

At El. -45.8 Ft., some fine to medium-grained sand-sized shell At El. -46.1 Ft., little fine to coarse-grained sand-sized shell At El. -46.7 Ft., few fine to coarse-grained sand-sized shell

At El. -48.8 Ft., little fine to coarse-grained sand-sized shell

At El. -51.4 Ft., some fine-grained sand-sized shell At El. -51.6 Ft., few fine to medium-grained sand-sized shell At El. -51.8 Ft., some fine to medium-grained sand-sized shell, little fine to medium-grained sand-sized limestone At El. -53.4 Ft., little fine to coarse-grained sand-sized shell At El. -54.1 Ft., few fine to coarse-grained sand-sized 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

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-LWI2012-04

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

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-LWI2012-04

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

(Continued)

South Atlantic

N/A

Lake Worth Inlet Snell Vibracoring 2012

Vibracore Borings

06-13-12

-39.8 Ft.

87 %

NAD83

See Remarks

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

X = 973,545 Y = 887,690

MLLW

Corps of Engineers - Willmington

17.5 Ft.

06-13-12

N/A

Barbara Nist, Geologist

JUN 02

SAJ FORM 1836

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 41

-57.3

-55.8

-57.317.5

Abbreviations:

NR = Not Recorded.

4At El. -55.8 Ft., few fine to medium-grained sand-sized shell

At El. -56.8 Ft., little sand to gravel-sized shell

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. 19 ft. ft. penetration

4. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

1 2.0/2.5 SP*

2 6.0/6.5 SP*

2-post 6.0/6.5 SP*

3 12.0/12.5 SP*

4 16.0/16.5 SP*

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

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

ELEVATION TOP OF BORING

Boring Designation

Lake Worth Inlet Snell Vibracoring 2012

-39.8 Ft.

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

VERTICAL

SHEETS

SHEET

X = 973,545 Y = 887,690

VB-LWI2012-04

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OF 2

INSTALLATION

LOCATION COORDINATES

NAD83

DRILLING LOG (Cont. Sheet)

MLLW

JUN 02

SAJ FORM 1836-A

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 42

-40.6

-43.6 -43.6

-47.6

-52.6

-54.7

-55.6

0.0

14.1

14.8

0.0-40.6-40.6

-54.7

-55.4

1-post

NR Vibracore

SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, few fine to medium-grained sand-sized shell, weak reaction with HCl, moist, 5Y 6/3 pale olive

(SP)

At El. -43.0 Ft., N 4/ dark gray

From El. -43.6 to -44.1 Ft., little fine to medium-grained sand-sized limestone

At El. -45.9 Ft., 5Y 6/3 pale olive

At El. -46.4 Ft., N 5/ gray

At El. -47.4 Ft., trace shell, N 6/ gray At El. -47.6 Ft., few fine to coarse gravel-sized shell, N 7/ light gray At El. -48.2 Ft., trace shell

At El. -52.4 Ft., little fine to medium-grained sand-sized shell, little fine to medium-grained sand-sized limestone

At El. -54.1 Ft., trace shell

SAND, silty, low plasticity, mostly fine-grained sand-sized quartz, little silt, little shell, weak reaction with HCl, moist, 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

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-LWI2012-05

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

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-LWI2012-05

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

(Continued)

South Atlantic

N/A

Lake Worth Inlet Snell Vibracoring 2012

Vibracore Borings

06-13-12

-40.6 Ft.

100 %

NAD83

See Remarks

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

X = 972,557 Y = 887,706

MLLW

Corps of Engineers - Willmington

20.0 Ft.

06-13-12

N/A

Barbara Nist, Geologist

JUN 02

SAJ FORM 1836

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 43

-60.6

-57.6

-60.620.0

15.0-55.6

Abbreviations:

NR = Not Recorded.

N 7/ light gray (SM) SAND, poorly-graded with silt, mostly fine-grained sand-sized quartz, few silt, no reaction with HCl, moist, N 6/ gray (SP-SM) SAND, poorly-graded, mostly fine to medium-grained sand-sized quartz, few silt, few organic matter, no odor, 5Y 3/1 very dark gray (SP) At El. -56.7 Ft., little fine to medium-grained sand-sized shell, trace silt, weak reaction with HCl, moist, N 6/ 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.

3. 20 ft. ft. penetration

4. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

1 3.0/3.5 SP*

1-post 3.0/3.5 SP*

2 7.0/7.5 SP*

3 12.0/12.5 SP*

4 14.1/14.6 SM*

5 15.0/15.5 SP*

6 17.0/17.5 SP*

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

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

ELEVATION TOP OF BORING

Boring Designation

Lake Worth Inlet Snell Vibracoring 2012

-40.6 Ft.

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

VERTICAL

SHEETS

SHEET

X = 972,557 Y = 887,706

VB-LWI2012-05

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OF 2

INSTALLATION

LOCATION COORDINATES

NAD83

DRILLING LOG (Cont. Sheet)

MLLW

JUN 02

SAJ FORM 1836-A

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 44

-42.5

-41.5

-42.51.0

0.00.0

S l.

W ea

-41.5-41.5

Abbreviations:

NR = Not Recorded.

NR Vibracore LIMESTONE, hard, slightly weathered, fragmented, 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.

3. 1 ft. ft. penetration

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

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-LWI2012-07

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

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-LWI2012-07

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

South Atlantic

N/A

Lake Worth Inlet Snell Vibracoring 2012

Vibracore Borings

06-13-12

-41.5 Ft.

100 %

NAD83

See Remarks

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

X = 970,832 Y = 887,855

MLLW

Corps of Engineers - Willmington

1.0 Ft.

06-13-12

N/A

Barbara Nist, Geologist

JUN 02

SAJ FORM 1836

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 45

-43.1

-41.1

-43.12.0

0.00.0

M od

W ea th er ed

-41.1-41.1

Abbreviations:

NR = Not Recorded.

NR Vibracore

SANDSTONE, soft, moderately weathered, fragmented, 2.5Y 6/3 light yellowish brown

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.

3. 2 ft. ft. penetration

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

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-LWI2012-08

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

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-LWI2012-08

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

South Atlantic

N/A

Lake Worth Inlet Snell Vibracoring 2012

Vibracore Borings

06-13-12

-41.1 Ft.

100 %

NAD83

See Remarks

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

X = 970,279 Y = 887,494

MLLW

Corps of Engineers - Willmington

2.0 Ft.

06-13-12

N/A

Barbara Nist, Geologist

JUN 02

SAJ FORM 1836

Palm Beach Harbor Maintenance and Advanced Maintenance Dredging, 33-Foot Project, GROUP4-10-R-J032 00 31 32 Page 46

-41.4

-38.6

-41.42.8

0.0

1.8

0.0

M W

-38.6-38.6

-40.4

Abbreviations:

NR = Not Recorded.

NR Vibracore

SAND, poorly-graded, mostly fine-grained sand-sized quartz, little shell, weak reaction with HCl, moist, 5Y 6/1 gray (SP)

LIMESTONE, moderately hard, moderately weathered, fragmented, 5Y 6/1 gray

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.

3. 2.8 ft. ft. penetration

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

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-LWI2012-11

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

14. ELEVATION GROUND WATER

HORIZONTAL

1. PROJECT

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-LWI2012-11

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

South Atlantic

N/A

Lake Worth Inlet Snell Vibracoring 2012

Vibr…