KRR_S-69_Weir_GDR_2016_2-16-17.pdf

SECTION 00 31 32

Geotechnical Data Report for

Kissimmee River Restoration Project S-69 Weir and Canal Backfill

Okeechobee and Highlands Counties, Florida

Prepared by

Geotechnical Branch

Engineering Division

Jacksonville District Corps of Engineers

February 2017

S-69 Weir and Channel Backfill Okeechobee and Highland Counties, FL

00 31 32 - 1

GEOTECHNICAL DATA REPORT

Table of Contents

1 SCOPE

2 PROJECT BACKGROUND

3 CHARACTER OF MATERIALS

3.1 Regional Geology

3.2 The Local Geology

3.3 Materials Encountered

4 DEFINITIONS

4.1 Definitions of Basic Terms

4.2 Current Logging Terms

4.3 Previous Logging Terms

4.4 Testing and Procedure Methods

5 GEOMECHANICAL DATA

5.1 Summary of Field Investigations

5.2 Summary of Index Testing Data

5.3 Boring Log Notes

5.4 Inspection of Recovered Materials

5.5 Boring Logs

5.6 Laboratory Testing Data

5.7 Supplemental Information

List of Tables

Table 1. Available Boring Data Table 2. Hydraulic Conductivity from Slug Test Results Table 3. Percolation Test Results Table 4. Field Density Soil Test Results Table 5: Index Testing Available for this Project

List of Plates

Plate B-1. Vicinity Map Plate B-2. Location of Field Investigations Plate B-3. Location of Field Investigations

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 2

GEOTECHNICAL DATA REPORT

1 SCOPE

The information provided in this section encompasses the geotechnical field investigations available for this project. The investigations consist of borings (core, hand auger, and piezometer). The associated boring logs and laboratory data are presented in paragraphs 5.5 and 5.6, respectively. A character of materials paragraph is included to provide a comprehensive description of the materials utilizing both recent and historical knowledge of the project area. Also included in this section are definitions of terms and boring log notes, which provide additional explanation of the boring logs and drilling techniques.

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

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

2 PROJECT BACKGROUND

As part of the Kissimmee River Restoration Program, a new U-shaped weir (identified as S-69) has been recommended for construction on an existing stretch of the Kissimmee River (also known as Canal 38) located in Okeechobee County. The specific features of the Kissimmee River S-69 project include the construction of a U-shaped weir structure. The structure is to be designed to provide local drainage control during flood events by managing spillage of the overflow into a stretch of the existing Kissimmee River. Upstream portions of the Kissimmee River are to be backfilled under a separate contract.

3 CHARACTER OF MATERIALS

3.1 REGIONAL GEOLOGY

Recent deposits (present to 0.126 million years ago) include dune sands, peat, and alluvium. The dune deposits, primarily located near larger lakes, are composed on white, medium to coarse grained quartz sands with small amounts of organic material. In general, the dune sands lie above the water table. The peat deposits are primarily found in marshes and swampy areas and typically range from 3 to 8 feet in thickness. Alluvium deposits are located within the flood plain system of the Kissimmee River. The sediments primarily consist of fine to medium grained quartz sands with some organic material. The alluvial sediments are often calcareous and can attain thicknesses of up to 20 feet in the area.

Deposits of Pleistocene age (0.126 to 2.5 million years ago) reflect changes in global sea level due to glacial cycles. Land was alternately exposed or submerged by sea level fluctuation during these cycles. During each subsequent glacial cycle, smaller portions of land were submerged with each succeeding advance of sea water. The northwest-southeast trending Highland Ridge, located approximately 15 miles west of the Kissimmee River, separated deeper waters to the east

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 3 and shallower waters to the west. The sediments deposited during the Pleistocene consist primarily of medium to coarse, quartz sand.

Pliocene age (2.5 to 5.3 million years ago) sediments of the Tamiami Formation underlie the Pleistocene sediments in the area. Composed primarily of clayey, sandy, shell marl, quartz sands, phosphatic sands, and sandy clay, the formation is approximately 100 feet thick in the vicinity of the Kissimmee River.

The Miocene age (5.3 to 23 million years ago) Hawthorn Group lies unconformably below the Tamiami Formation. Although the bulk of the Hawthorn Group is documented as Miocene in age, the uppermost section of is considered to be post-Miocene in age. The sediments of the Hawthorn Group are typically dark green to white, montmorillonitic clay, white to cream, dense sandy phosphatic limestone, fine to coarse sand size quartz, fine to coarse gravel sized phosphate, and phosphatic clays. Generally, the prevalence of carbonate units within the Hawthorn Group increases with depth. In the vicinity of the Kissimmee River, the top of the Hawthorn Group is encountered at depths ranging from approximately 85 to 100 feet below ground surface (BGS). The unit is approximately 350 to 400 feet thick in the project area.

3.2 THE LOCAL GEOLOGY

Structure S-69 is situated on the Kissimmee River on the border of Okeechobee County and Highlands County and in the Eastern Flatlands physiographic region. The Kissimmee River lies within a flood plain which is up to 3 miles wide in some areas. Sediments in the area are from Recent to Miocene (present to 23 mya) in age. The Recent age sediments found in the study area consist of sand, peat, and alluvial deposits. These occur at land surface and extend to a maximum depth of 20 feet in the vicinity of S-69. The underlying Pleistocene age (0.126 to 2.5 mya) sediments are undifferentiated deposits, described as fine to medium-grained quartz sand with clay and some shell. Pleistocene sediments may be found at the land surface and extend to an approximate depth of 60 feet.

3.3 MATERIALS ENCOUNTERED

Material on the east and west banks of the Kissimmee River are spoils from the excavation of the canal as part of the Kissimmee River Flood Control project of the 1960s. Spoil material present on the east bank of the river and flood plain range in thickness from not present to 5 feet. The spoil material on the west bank of the river creates an embankment with elevations of approximately 49 feet NAVD 88 along the river bank and gently sloping to the west to pre-channelization Kissimmee River elevations of approximately 25 feet NAVD 88. The spoil material is comprised of silty, poorly graded, fine-grained quartz sand with trace amounts of shell and organic material. Underlying the spoils is interbedded soft to dense organic and inorganic silt, sandy silt, and lean clay to approximately 29 feet below grade. A layer of dense, silty, fine- to medium- grained quartz sand with trace to few amounts of fine to gravel sized shell is encountered beneath the silts, sandy silts, and lean clay interval. This layer extends to approximately 39 feet below ground surface.

Underlying the dense, silty, fine- to medium-grained quartz sand is loose silty fine- to medium-grained sand. Lenses of shell occur locally and are up to 5-feet thick.

Shallow sediments within the river are composed primarily of silt and silty sands to a depth of approximately 1.5 to 5 feet. Black, organic material was present in most of the shallow sediment layers. Underlying the shallow sediments, an interval of loose, silty, fine grained quartz sand is present. The silty sand interval, which also includes some fine grained, sand size shell, ranges from approximately 10 to 30 feet in thickness. Clayey sands are present beneath the silty sand layer extending to a depth of approximately 65 to 67 feet. The clayey sands consist primarily of fine grained, quartz sands with little to some clay. Fine to coarse gravel size, shell is present within the clayey sand unit ranging from trace to some with diameters up to 1.5-inches noted.

S-69 Weir and Channel Backfill

00 31 32 - 4

Recent field investigations were conducted in 2002, 2003, 2010, and 2016 in both the wet and dry seasons. The water table was encountered at depths ranging from approximately ground surface to 3.5 feet.

4 DEFINITIONS

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

4.1 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.

4.2 CURRENT LOGGING TERMS

Definition of terms used on boring logs dated since 2000:

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

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

Cavity - Voids greater than the diameter of the core.

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

mm) for igneous or metamorphic rocks.

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

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

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

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

Dipping (Dip) - 20 to 45 degrees.

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

Fine Grained - Grain diameter between 0.004" (0.1 mm) and 0.016" (0.4 mm) for sedimentary rocks or 0.039" (1 mm) for igneous or metamorphic rocks.

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

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

Flat (Dip) - 0 to 20 degrees.

Fossiliferous – Greater than 40 percent fossils.

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

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

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

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

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

Massive – Over 3' (0.9 m) thick.

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 5

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

Medium Grained - Grain diameters between 0.016" (0.4 mm) to 0.079" (2 mm) for sedimentary rocks or 0.039" (1 mm) to 0.197" (5 mm) for igneous or metamorphic rocks.

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

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

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

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

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

Non-fossiliferous – No observed fossils.

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

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

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

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

Slightly Weathered - Superficial discoloration, alteration and/or discoloration along discontinuities;

less than 10% of the rock volume is altered; strength is essentially unaffected.

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

Solid - Absence of voids.

Sparsely Fossiliferous – Less than 40 percent fossils.

Steeply Dipping (Dip) - 45 to 90 degrees.

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

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

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

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

Unweathered - No evidence of any mechanical or chemical alteration.

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

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

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

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

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

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

4.3 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.

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 6

4.4 TESTING AND PROCEDURE METHODS

Test/Procedure Method

Abrasion Resistance of Large-Size Coarse Aggregate, Los Angeles Machine

ASTM C535

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

ASTM C131

Air Content by the Pressure Method ASTM C231

Air Content by the Volumetric Method ASTM C173

Air-Entraining Admixtures for Concrete ASTM C233

Atterberg Limits, wet preparation method, test method a multipoint ASTM D4318

Bulk Specific Gravity of Bituminous Mixtures ASTM D2726

Capping Cylindrical Concrete Specimens ASTM C617

Carbonate Content ASTM D4373

Compaction: 4" Mold, Modified Proctor ASTM D1557

Compaction: 4" Mold, Standard Proctor ASTM D698

Compaction: 6" Mold, Modified Proctor ASTM D1557

Compaction: 6" Mold, Standard Proctor ASTM D698

Compressive Strength of Cast in Place Concrete Cylinders ASTM C873

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

Compressive Strength of Lightweight Concrete ASTM C495

Consolidation, each load of rebound increment with complete time ASTM D2435

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

ASTM

D2922/D3017

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

ASTM D2950

Density of Soil in Place by the Sand-Cone Method ASTM D1556

Direct Shear ASTM D3080

Drilled Cores and Sawed Beams of Concrete ASTM C42

Extraction of Bituminous Paving Mixtures ASTM D2172

Freezing and Thawing (up to 55 cycles) ASTM D5312

Grain size sieve Analysis ASTM D422

Hydrometer Analysis ASTM D422

Making and Curing Concrete Test Specimens in the Field (Set of 6) ASTM C31

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

Marshall Resistance to Plastic Flow (Set of 3) ASTM D1559

Material Passing No. 200 Sieve ASTM D1140

Modulus of Elasticity ASTM D3148

Moisture Content ASTM D2216

Munsell Color Munsell Soil Color Charts

Organic Content, Test Method C ASTM D2974

Organic Impurities in Fine Aggregate ASTM C40

Permeability: Constant Head Permeability ASTM D2434

Permeability: Falling Head Permeability ASTM D5084

Petrographic Examination ASTM C295

Sampling Aggregate (Minimum 4 hours) ASTM D75

Sampling Freshly Mixed Concrete ASTM C172

Sedimentation Rate No ASTM

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 7

Test/Procedure Method

Sieve Analysis of Aggregate ASTM C136

Slump of Hydraulic-Cement Concrete ASTM C143

Soil Classification (Boring logs) ASTM D 2488

Specific Gravity and Absorption of Fine Aggregate ASTM C128

Specific Gravity for Rock ASTM C127

Specific Gravity for Soil ASTM D854

SPLITTING TENSILE STRENGTH ASTM D3967

Splitting Tensile Strength of Concrete Cylinders ASTM C496

Subsample Preparation ASTM D4220, Group B ASTM D4220, Sulfate Soundness ASTM C88

Total Evaporable Moisture Content ASTM C566

Triaxial Compression Test for Rock with Strain Gages or LVDTs (per confining pressure)

ASTM D2664

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

ASTM D4767

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

ASTM D2850

Unbonded Caps for Compressive Strength ASTM C1231

Unconfined Compressive Strength for Rock Greater than 9,000 psi with Strain

ASTM D2938

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

ASTM D2938

Unconfined Compressive Strength for Soil ASTM D2166

Unit Weight and Absorption ASTM C127

Unit Weight of Aggregate ASTM C29 -

Visual Percent Shell No ASTM

Wetting and Drying ASTM D5313

5 GEOMECHANICAL DATA

5.1 SUMMARY OF FIELD INVESTIGATIONS

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

Prospective offerors are cautioned to use great care in the evaluation of these borings.

Table 1. Available Boring Data

Designation

State Plane, FL-East, NAD83 Project Location

Available for Inspection

X Y

CP16-KRRS69-HA-01 648066 1089528

East Side of River

CP16-KRRS69-HA-02 647806 1090036

CP16-KRRS69-HA-03 647559 1089818

CP16-KRRS69-HA-04 647566 1090528

CP16-KRRS69-HA-05 647405 1090228

CP16-KRRS69-HA-06 647070 1090082

CP16-KRRS69-HA-07 647344 1090977

CP16-KRRS69-HA-08 647125 1090580

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 8

Designation

State Plane, FL-East, NAD83 Project Location

Available for Inspection

X Y

CP16-KRRS69-HA-09 646666 1090373

East Side of River

CP16-KRRS69-HA-10 646989 1091329

CP16-KRRS69-HA-11 646778 1090877

CP16-KRRS69-HA-12 646368 1091099

CP16-KRRS69-HA-13 645714 1090865

CP16-KRRS69-HA-14 646536 1091542

CP16-KRRS69-HA-15 645702 1091791

CP16-KRRS69-HA-16 645635 1092129

CP16-KRRS69-HA-17 645903 1092168

CP16-KRRS69-HA-18 645744 1092393

CP16-KRRS69-HA-19 645842 1092642

CP10-KRRS69-CB-04 645241.5 1093373.3

CP10-KRRS69-CB-10 645350.7 1092610

CP10-KRRS69-CB-11 645273 1092309.6

CP10-KRRS69-CB-14 645208.7 1091738.2

CP10-KRRS69-CB-16 645195 1091424.4

CP10-KRRS69-CB-18 645027.9 1091116.2

CP10-KRRS69-AB-01 645441.4 1093660

CP10-KRRS69-AB-02 645888.6 1093010.6

CP10-KRRS69-AB-03 645505.4 1092381

CP10-KRRS69-AB-04 646273.1 1091717.2

CP10-KRRS69-AB-05 645548.2 1091362.9

CP10-KRRS69-AB-06 646147.4 1090667.7

CP10-KRRS69-PZ-01 645395.7 1093299.5

CP10-KRRS69-PZ-02 645372.2 1093226.3

CP10-KRRS69-PZ-03 645372.9 1093134.5

CB-03-KRWD-01 644676 1093127

CB-03-KRWD-04-R 645322 1093150

CB-03-KRWD-06 645328 1092651

CB-03-KRWD-08 645275 1092150

CB-03-KRWD-10 645146 1091349

CB-03-KRWD-02-R 645140 1093149

River Channel

CB-03-KRWD-03-R 645322 1093150

CP10-KRRS69-CB-03-R 645072 1093376.4

CP10-KRRS69-CB-06-R 645079.6 1093156.1

CP10-KRRS69-CB-09-R 645077.6 1092913.8

CP10-KRRS69-CB-01 644662.9 1093380.2

West Side of River

CP10-KRRS69-CB-02 644409.3 1093370.9

CP10-KRRS69-CB-07 644656.8 1092869.9

CP10-KRRS69-CB-08 644238 1091993.1

CP10-KRRS69-CB-12 644598 1092005.1

CP10-KRRS69-CB-12A 644598 1092005.1

CP10-KRRS69-CB-13 644550.1 1091724.8

CP10-KRRS69-CB-15 644394.3 1091398.1

CP10-KRRS69-CB-17 644435 1091220.6

CB-03-KRWD-05 644702 1092623

CB-03-KRWD-07 644637 1092143

CB-03-KRWD-09 644501 1091511

CB-KRSPD-34 644268 1095269

CB-KRSPD-35 643813 1094600

CB-KRSPD-36 644486 1094133

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 9

Designation

State Plane, FL-East, NAD83 Project Location

Available for Inspection

X Y

CB-KRSPD-37 643973 1093498

West Side of River

CB-KRSPD-38 644554 1092970

CB-KRSPD-39 643892 1092440

CB-KRSPD-40 644315 1091760

* Coordinates presented correspond to the project coordinate system and datum

The table below summarizes the results from slug test performed on temporary wells CP10- KRRS69-PZ-01, CP10-KRRS69-PZ-02, and CP10-KRRS69-PZ-03. Slug tests for determination of hydraulic conductivity were obtained for a subset of this data set. For testing results, see paragraph 5.6.

Table 2. Hydraulic Conductivity from Slug Test Results

Temporary Well Designation State Plane, FL-East, NAD83 Estimated Hydraulic

Conductivity X Y

CP10-KRRS69-PZ-01 645395.7 1093299.5 0.05 feet/day CP10-KRRS69-PZ-02 645372.2 1093226.3 0.06 feet/day

CP10-KRRS69-PZ-03 645372.9 1093134.5 0.05 feet/day

* Coordinates presented correspond to the project coordinate system and datum

The table below summarizes the results from percolation test performed at locations CP10- KRRS69-PT-01 and CP10-KRRS69-PT-02.

Table 3. Percolation Test Results

Designation State Plane, FL-East, NAD83

Flow cm/hr X Y

CP10-KRRS69-PT-01 644084.4 1094696.5 58.84

CP10-KRRS69-PT-02 644127.5 1092236.8 40.00

* Coordinates presented correspond to the project coordinate system and datum

The table below summarizes the results from field density tests performed at CP10-KRRS69- AB-01, CP10-KRRS69-AB-02, and CP10-KRRS69-AB-06.

Table 4. Field Density Soil Test Results

Temporary Well Designation

State Plane, FL-East, NAD83 Dry Unit Weight (pounds per cubic foot) X Y

CP10-KRRS69-AB-01 645441.4 1093660.2 63.79

CP10-KRRS69-AB-02 645888.6 1093010.6 87.56

CP10-KRRS69-AB-06 646147.4 1090667.7 62.74

* Coordinates presented correspond to the project coordinate system and datum

5.2 SUMMARY OF INDEX TESTING DATA

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

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 10

Table 5: Index Testing Available for this Project

Boring Designation Sample

Designation

USCS LL PL

Percent Organic

Percent Visual Shell

Wn Gs

CP10- KRRS69-AB- 01 2 18.9

CP10- KRRS69-AB- 01 4 30.5

CP10- KRRS69-AB- 02 2 23.9

CP10- KRRS69-AB- 02 5 28.4

CP10- KRRS69-AB- 03 2 0 0 20.9

CP10- KRRS69-AB- 03 4 24.5

CP10- KRRS69-AB- 04 1 17.1

CP10- KRRS69-AB- 04 3 20.4

CP10- KRRS69-AB- 05 1 20.7

CP10- KRRS69-AB- 05 3 27.7

CP10- KRRS69-AB- 06 1 19

CP10- KRRS69-AB- 06 4 23.2

CP10- KRRS69-CB- 01 3 SP- SM 1.3 7.32

CP10- KRRS69-CB- 01 13 SP 20.9

CP10- KRRS69-CB- 01 22 1.9 29.5

CP10- KRRS69-CB- 01 26 19.3

CP10- KRRS69-CB- 01 29 SP 21 2.662

CP10- KRRS69-CB- 01 36 SP- SM 23.8

CP10- KRRS69-CB- 01 39 1.3 33.4

CP10- KRRS69-CB- 01 49 SC 39.56 15.38 27.1 2.769

CP10- KRRS69-CB- 01 50 27.7

CP10- KRRS69-CB- 02 16 2.6 24.8

CP10- KRRS69-CB- 02 22 SP 20.1

CP10- KRRS69-CB- 02 34 SP 20.7 2.656

CP10- KRRS69-CB- 02 40 SP- SM 31.3

CP10- KRRS69-CB- 02 44 SP- SM 30.6 21.8

CP10- KRRS69-CB- 02 48 65.8 26

CP10- KRRS69-CB- 02 49 29.1

CP10- KRRS69-CB- 02 51 SC 35.52 17.69 28.5 2.743

CP10- KRRS69-CB- 03-R 4 2 35.4

CP10- KRRS69-CB- 03-R 6 20

CP10- KRRS69-CB- 03-R 7 71.6 27.4

CP10- KRRS69-CB- 03-R 10 SM 25.4 23.4

CP10- KRRS69-CB- 03-R 11 SC 36.04 14.51 27.6 2.687

CP10- KRRS69-CB- 03-R 20 SC 36.72 15.05 32.8 2.692

CP10- KRRS69-CB- 03-R 22 25

CP10- KRRS69-CB- 03-R 24 SC 32 22.9

CP10- KRRS69-CB- 03-R 29 SC-SM 25.6 20.4

CP10- KRRS69-CB- 03-R 38 SC 46.62 20.16 41

CP10- KRRS69-CB- 03-R 46 32.2 34

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 11

Designation

USCS LL PL

Percent Organic

Percent Visual Shell

Wn Gs

CP10- KRRS69-CB- 04 4 23.8

CP10- KRRS69-CB- 04 8 28.9

CP10- KRRS69-CB- 04 10 19.5

CP10- KRRS69-CB- 04 19 SP- SM 24.8 26.3

CP10- KRRS69-CB- 04 21 SP- SM 22.4

CP10- KRRS69-CB- 04 25 28.2

CP10- KRRS69-CB- 04 26 SC 62.98 17.64 27.6 2.771

CP10- KRRS69-CB- 04 30 SC 34.5 17.55 25.2

CP10- KRRS69-CB- 04 34 19.2

CP10- KRRS69-CB- 04 40 29.14 14.45 22.4

CP10- KRRS69-CB- 06-R 6 59.8 20.2

CP10- KRRS69-CB- 06-R 7 SP- SM 25.8 2.76

CP10- KRRS69-CB- 06-R 11 SC 33.38 15.49 27.8 2.712

CP10- KRRS69-CB- 06-R 15 35.8

CP10- KRRS69-CB- 06-R 22 27.7

CP10- KRRS69-CB- 06-R 29 31.8

CP10- KRRS69-CB- 06-R 33 SC 62.41 19.13 40.5

CP10- KRRS69-CB- 06-R 35 ML 32.6 23.7

CP10- KRRS69-CB- 07 5 SP- SM 10.7

CP10- KRRS69-CB- 07 7 SP 6.17

CP10- KRRS69-CB- 07 8 SP- SM 8.45

CP10- KRRS69-CB- 07 12 22

CP10- KRRS69-CB- 07 15 SP 22.9

CP10- KRRS69-CB- 07 21 SP- SM 0.2 19.7

CP10- KRRS69-CB- 08 8 SP 21.8

CP10- KRRS69-CB- 08 25 SP- SM 24.5

CP10- KRRS69-CB- 08 28 SP 21.4

CP10- KRRS69-CB- 08 32 SC 33.03 16.81 27.6

CP10- KRRS69-CB- 08 33 22.1 2.686

CP10- KRRS69-CB- 08 42 55.2 29.4

CP10- KRRS69-CB- 08 48 SC 28.77 13.44 22.1 2.695

CP10- KRRS69-CB- 09-R 6 24.7

CP10- KRRS69-CB- 09-R 8 SP- SM 37.9 22

CP10- KRRS69-CB- 09-R 11 SC 30.56 15.34 24.8 2.703

CP10- KRRS69-CB- 09-R 15 SM NV NP

CP10- KRRS69-CB- 09-R 16 39.9

CP10- KRRS69-CB- 09-R 21 SC 23.2 15.6

CP10- KRRS69-CB- 09-R 28 SC 33.54 18.35 31.7 2.713

CP10- KRRS69-CB- 09-R 31 40.8

CP10- KRRS69-CB- 09-R 34 SC 62.43 19.95 38.1

CP10- KRRS69-CB- 09-R 38 SP 32.8

CP10- KRRS69-CB- 09-R 42 SP- SM 30.6

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 12

Designation

USCS LL PL

Percent Organic

Percent Visual Shell

Wn Gs

CP10- KRRS69-CB- 10 4 SP- SM 19.7

CP10- KRRS69-CB- 10 5 24.5 2.659

CP10- KRRS69-CB- 10 8 SP- SM 22.4

CP10- KRRS69-CB- 10 14 19.3

CP10- KRRS69-CB- 10 19 SP 22.1

CP10- KRRS69-CB- 10 20 20.9

CP10- KRRS69-CB- 10 30 24.1

CP10- KRRS69-CB- 10 32 27.1

CP10- KRRS69-CB- 10 35 32.9 2.74

CP10- KRRS69-CB- 10 36 SC 36.2 14.26 26.7

CP10- KRRS69-CB- 11 5 21.9

CP10- KRRS69-CB- 11 10 22.6

CP10- KRRS69-CB- 11 14 24.1

CP10- KRRS69-CB- 11 21 SC 32.39 18.21 37.2

CP10- KRRS69-CB- 11 24 24

CP10- KRRS69-CB- 11 30 24.6

CP10- KRRS69-CB- 11 33 21.2

CP10- KRRS69-CB- 12 9 SP- SM 9.17

CP10- KRRS69-CB- 12 14 SP- SM 29.6

CP10- KRRS69-CB- 12 18 27.7

CP10- KRRS69-CB- 12 19 70.67 22.72

CP10- KRRS69-CB- 12 21 23.5

CP10- KRRS69-CB- 12 33 21.4 2.709

CP10- KRRS69-CB- 13 6 SP 4.61

CP10- KRRS69-CB- 13 20 18.8 2.628

CP10- KRRS69-CB- 13 24 SC 66.56 17.04 29.1 2.633

CP10- KRRS69-CB- 13 28 SP- SM 21

CP10- KRRS69-CB- 13 33 SP 20.6

CP10- KRRS69-CB- 13 36 65.2 39.9

CP10- KRRS69-CB- 14 4 SP 21

CP10- KRRS69-CB- 14 8 SP- SM 24.7

CP10- KRRS69-CB- 14 11 SP- SM 25.9

CP10- KRRS69-CB- 14 14 25.9 2.657

CP10- KRRS69-CB- 14 19 SC 41.47 15.79 34.7

CP10- KRRS69-CB- 14 20 26.4 2.684

CP10- KRRS69-CB- 14 25 19.8

CP10- KRRS69-CB- 14 30 75.6 26.6

CP10- KRRS69-CB- 14 33 SC 35.3 14.35 25.3

CP10- KRRS69-CB- 14 37 22.5

CP10- KRRS69-CB- 15 9 SP 22.2 2.665

CP10- KRRS69-CB- 15 13 SP- SM 27

CP10- KRRS69-CB- 15 19 SP 18.3 2.662

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 13

Designation

USCS LL PL

Percent Organic

Percent Visual Shell

Wn Gs

CP10- KRRS69-CB- 15 27 SP- SM 22.4

CP10- KRRS69-CB- 15 30 65.7 16.5

CP10- KRRS69-CB- 15 34 SP- SM 50.7 27.3

CP10- KRRS69-CB- 15 37 SC 33.43 15.52 22.2

CP10- KRRS69-CB- 16 3 SP- SM 21.5

CP10- KRRS69-CB- 16 6 3.1 25.5

CP10- KRRS69-CB- 16 11 25.2

CP10- KRRS69-CB- 16 12 SP 20.3

CP10- KRRS69-CB- 16 15 20.5 2.66

CP10- KRRS69-CB- 16 18 SP- SM 25.4

CP10- KRRS69-CB- 16 25 30

CP10- KRRS69-CB- 16 26 SP- SC 31.63 13.96 38.1 2.781

CP10- KRRS69-CB- 16 32 22.82 16.02 27.8

CP10- KRRS69-CB- 17 10 16.8 2.634

CP10- KRRS69-CB- 17 16 19.9 2.635

CP10- KRRS69-CB- 17 18 SP- SM 22

CP10- KRRS69-CB- 17 25 SP 20.1

CP10- KRRS69-CB- 17 31 29.4

CP10- KRRS69-CB- 17 40 53.7 28.6

CP10- KRRS69-CB- 18 4 SP- SM 23.4

CP10- KRRS69-CB- 18 9 24.5

CP10- KRRS69-CB- 18 13 SC 50.08 18.01 8 62.3

CP10- KRRS69-CB- 18 14 40

CP10- KRRS69-CB- 18 22 35.8

CP10- KRRS69-CB- 18 31 27.8

CP10- KRRS69-CB- 18 36 29.6

CP10- KRRS69-PZ- 01 3 15.6

CP10- KRRS69-PZ- 01 9 22.8

CP10- KRRS69-PZ- 01 11 SP- SM 18.6 2.648

CP10- KRRS69-PZ- 02 5 SP- SM 21.8

CP10- KRRS69-PZ- 02 13 SP 17.3

CP10- KRRS69-PZ- 02 14 16.9 2.661

CP10- KRRS69-PZ- 02 15 SP 19.6

CP10- KRRS69-PZ- 02 24 SP- SM 24.1

CP10- KRRS69-PZ- 02 25 22.1 2.689

CP10- KRRS69-PZ- 03 15 20.4

CP10- KRRS69-PZ- 03 23 26.9 2.625

CP10- KRRS69-PZ- 03 30 23.2 2.654

CP10- KRRS69-PZ- 03 31 SP- SM 20

CP10- KRRS69-PZ- 03 33 67.4 28.3

CP10- KRRS69-PZ- 03 37 29 2.707

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 14

Designation

USCS LL PL

Percent Organic

Percent Visual Shell

Wn Gs

CP10- KRRS69-PZ- 03 38 29.2

CB-03-KRWD- 01 5 SP

CB-03-KRWD- 01 14 SP- SM

CB-03-KRWD- 01 22 SP- SM

CB-03-KRWD- 01 28 SP

CB-03-KRWD- 01 31 SM

CB-03-KRWD- 01 35 SC

CB-03-KRWD- 01 37 SC

CB-03-KRWD- 02-R 5 ML

CB-03-KRWD- 02-R 10 SM

CB-03-KRWD- 02-R 19 SM

CB-03-KRWD- 03-R 1 CH

CB-03-KRWD- 03-R 7 SM

CB-03-KRWD- 03-R 16 SM NV NP

CB-03-KRWD- 03-R 19 SM

CB-03-KRWD- 04-R 8 SP- SM

CB-03-KRWD- 04-R 18 SM

CB-03-KRWD- 04-R 21 SM

CB-03-KRWD- 04-R 24 SM

CB-03-KRWD- 04-R 25 SM NV NP

CB-03-KRWD- 04-R 26 SM

CB-03-KRWD- 04-R U-1 SC

CB-03-KRWD- 04-R U-2 CL

CB-03-KRWD-04-R 28 SM 25.9 23

CB-03-KRWD- 04-R 29 SC

CB-03-KRWD- 04-R 31 ML

CB-03-KRWD- 05 5 SP- SM

CB-03-KRWD- 05 11 SM

CB-03-KRWD- 05 15 SP

CB-03-KRWD- 05 27 SP- SM

CB-03-KRWD- 06 3 SM

CB-03-KRWD- 06 9 SP- SM

CB-03-KRWD- 06 16 SP- SM

CB-03-KRWD- 07 12 SM

CB-03-KRWD- 07 21 SP

CB-03-KRWD- 07 26 SP- SM

CB-03-KRWD- 08 4 SM

CB-03-KRWD- 08 10 SP

CB-03-KRWD- 08 19 SP- SM

CB-03-KRWD- 09 6 SP- SM

CB-03-KRWD- 09 11 SP- SM

CB-03-KRWD- 10 3 SM

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 15

Designation

USCS LL PL

Percent Organic

Percent Visual Shell

Wn Gs

CB-03-KRWD- 10 7 SP

CB-KRSPD-34 1 SP

CB-KRSPD-34 10 SP

CB-KRSPD-35 1 SP

CB-KRSPD-36 1 SP

CB-KRSPD-37 1 SP

CB-KRSPD-38 2 SP

CB-KRSPD-38 8 SP

CB-KRSPD-39 1 SP

CB-KRSPD-40 2 SP 33 23 24.4

CB-KRSPD-40 8 SP-SM 46 25 38.5

USCS: Unified Soil Classification System; LL: liquid limit; PL: plastic limit; Org %: Organic Content; CO3%: Carbonate Content;

Wn: moisture content; Gs:specific gravity; NV: non-viscous; NP:non-plastic.

5.3 BORING LOG NOTES

Borings CP10-KRRS69-CB-01 through CP10-KRRS69-CB-18, CP10-KRRS69-PZ-01 through CP10-KRRS69-PZ-03, and CB-03-KRWD-01 through CB-03-KRWD-10 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 CP10-KRRS69-AB-01 through CP10-KRRS69-AB-06 were drilled with hollow stem augers. Borings CP16-KRRS69-HA-01 through CP16-KRRS69-HA-19 were drilled with a hand auger.

5.4 INSPECTION OF RECOVERED MATERIALS

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

Address: 3077 Talleyrand Avenue Jacksonville, 32206 Florida

Hours: 7:00 am to 2:30 pm

The recovered materials will be available for inspection during normal business hours as noted above, except Federal holidays, during the entire bid period. Prospective offerors shall notify the project geologist at 904-232-1155 or Chief, Geology and Explorations Section at 904-232-1617 at least four (4) working days before the visit.

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 16

The following information will be required to schedule the visit:

(1) Project title;

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

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

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

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

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

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

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 17

BBB

P

P

P

P

P

P

PP PP

P

P

P

P

P

P

PP

P P

P P P

P

P PPP

P P

P P

P P

P

P

P

P

P

P

P

Tampa

Miami Naples

Pensacola

Cedar Key

Palm Beach

Panama City Tallahassee Jacksonville

St. Augustine

Cape Canaveral

Plate 2

Plate 3

Vicinity Map

Project Location"

0 0.25 0.5 0.75 10.125 Miles

Dwn by:

Ckd by:

Dated:

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PLATE NO.

B-1SSH

KRH

JLC

16Feb17

Dsn by:

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 18

B

B

B

P

P

P

P

PP P P

P

P

P

P

P

P

PP

P P

P P P P

P P

P P

P

P

P

P

P

P

P

CP10-KRR69-CB-03-R

CP10-KRR69-CB-06-R

CB-KRSPD-40

CB-KRSPD-39

CB-KRSPD-38

CB-KRSPD-37

CB-KRSPD-36

CB-KRSPD-35

CB-KRSPD-34

CB-03-KRWD-08CB-03-KRWD-07

CB-03-KRWD-06CB-03-KRWD-05

CB-03-KRWD-01

CB-03-KRWD-04-R

CB-03-KRWD-03-R

CB-03-KRWD-02-R

CP10-KRRS69-CB-14CP10-KRRS69-CB-13

CP10-KRRS69-CB-12

CP10-KRRS69-CB-11

CP10-KRRS69-CB-10

CP10-KRRS69-CB-08

CP10-KRRS69-CB-07

CP10-KRRS69-CB-04

CP10-KRRS69-CB-02

CP10-KRRS69-CB-01

CP10-KRRS69-AB-04

CP10-KRRS69-AB-03

CP10-KRRS69-AB-02

CP10-KRRS69-AB-01

CP10-KRRS69-CB-12A

CP10-KRRS69-CB-09-R

CP10-KRRS69-PT-02

CP10-KRRS69-PT-01

CP16-KRRS69-HA-19

CP16-KRRS69-HA-18

CP16-KRRS69-HA-17

CP16-KRRS69-HA-16

CP16-KRRS69-HA-15

CP10-KRRS69-PZ-03

CP10-KRRS69-PZ-02

CP10-KRRS69-PZ-01

0 200 400 600 800100 Feet

Dwn by:

Ckd by:

Dated:

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PLATE NO.

B-2SSH

KRH

JLC

16Feb17

Dsn by:

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

Legend P Core Boring B Piezometer # Percolation Test < Hand Auger

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 19

P

P

P

P

P

P

P

P

P

PP

P P

P P

P

P

P P

P P

P

P

P

CB-KRSPD-40

CB-03-KRWD-10

CB-03-KRWD-09

CB-03-KRWD-08CB-03-KRWD-07

CB-03-KRWD-06CB-03-KRWD-05

CP10-KRRS69-CB-18

CP10-KRRS69-CB-17

CP10-KRRS69-CB-16CP10-KRRS69-CB-15

CP10-KRRS69-CB-14CP10-KRRS69-CB-13

CP10-KRRS69-CB-12

CP10-KRRS69-CB-11

CP10-KRRS69-CB-10

CP10-KRRS69-AB-06

CP10-KRRS69-AB-05

CP10-KRRS69-AB-04

CP10-KRRS69-AB-03

CP10-KRRS69-CB-12A

CP16-KRRS69-HA-17

CP16-KRRS69-HA-16

CP16-KRRS69-HA-14

CP16-KRRS69-HA-13

CP16-KRRS69-HA-12

CP16-KRRS69-HA-11

CP16-KRRS69-HA-10

CP16-KRRS69-HA-09

CP16-KRRS69-HA-08

CP16-KRRS69-HA-07

CP16-KRRS69-HA-06

CP16-KRRS69-HA-05

CP16-KRRS69-HA-04

CP16-KRRS69-HA-03

CP16-KRRS69-HA-02

CP16-KRRS69-HA-01

0 250 500 750 1,000125 Feet

Legend P Core Boring < Hand Auger"

PLATE NO.

B-3

S-69 Weir and Channel Backfill

GEOTECHNICAL

DRAWINGS

NOT FOR

CONSTRUCTION

Kissimmee River Restoration Project

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT

CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

Dwn by:

Ckd by:

Dated:

SSHKRH

JLC 16Feb17

Dsn by:

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 20

5.5 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.

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 21

24.3

27.8

27.3

26.3

25.3

24.33.5

0.0

2.5

0.027.827.8

25.3

Hand Auger

Hand Auger

Hand Auger

Hand Auger

SAND, silty, mostly fine-grained sand-sized quartz, little silt, wet, plant material near soil surface, dark brown (SM)

SAND, clayey, medium plasticity, mostly fine-grained sand-sized quartz, little clay, wet, brown (SC)

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. Boring elevation estimated from Digital Terrain Model (DTM) generated 08 Sep 2016.

4. Boring sealed with available sediment.

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

CP16-KRRS69-HA-01

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

INCLINED

DIVISION INSTALLATION

VERTICAL

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

CP16-KRRS69-HA-01

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

27.8 Ft.

South Atlantic

N/A

Kissimmee River Restoration S-69 Weir

09-07-16

27.8 Ft.

100 %

NAD83

See Remarks

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

X = 648,066 Y = 1,089,528

NAVD88

Corps of Engineers - CESAJ

3.5 Ft.

Jacksonville District

09-07-16

N/A

Garry Holem, Geologist

JUN 02

SAJ FORM 1836

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 22

25.8

28.3

27.3

26.8

25.82.5

0.00.028.328.3

Hand Auger

Hand Auger

Hand Auger

SAND, poorly-graded, mostly fine-grained sand-sized quartz, trace silt, organic material-roots within upper 0.5', light tan

(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. Boring elevation estimated from Digital Terrain Model (DTM) generated 08 Sep 2016.

4. Boring sealed with available sediment.

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

CP16-KRRS69-HA-02

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

INCLINED

DIVISION INSTALLATION

VERTICAL

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

CP16-KRRS69-HA-02

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

27.6 Ft.

South Atlantic

N/A

Kissimmee River Restoration S-69 Weir

09-07-16

28.3 Ft.

100 %

NAD83

See Remarks

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

X = 647,806 Y = 1,090,036

NAVD88

Corps of Engineers - CESAJ

2.5 Ft.

Jacksonville District

09-07-16

N/A

Garry Holem, Geologist

JUN 02

SAJ FORM 1836

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 23

25.5

27.5

27.0

26.0

25.52.0

0.0

1.5

0.027.527.5

26.0

Hand Auger

Hand Auger

Hand Auger

SAND, poorly-graded, mostly fine-grained sand-sized quartz, trace silt, plant roots and fibers within upper 0.5', light tan (SP)

SAND, clayey, low plasticity, mostly fine-grained sand-sized quartz, little clay, light brown (SC)

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. Boring elevation estimated from Digital Terrain Model (DTM) generated 08 Sep 2016.

4. Boring sealed with available sediment.

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

CP16-KRRS69-HA-03

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

INCLINED

DIVISION INSTALLATION

VERTICAL

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

CP16-KRRS69-HA-03

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

27.1 Ft.

South Atlantic

N/A

Kissimmee River Restoration S-69 Weir

09-07-16

27.5 Ft.

75 %

NAD83

See Remarks

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

X = 647,559 Y = 1,089,818

NAVD88

Corps of Engineers - CESAJ

2.0 Ft.

Jacksonville District

09-07-16

N/A

Garry Holem, Geologist

JUN 02

SAJ FORM 1836

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 24

26.2

28.7

27.7

27.2

26.22.5

0.00.028.728.7

Hand Auger

Hand Auger

Hand Auger

SAND, poorly-graded, trace silt, roots and vedge top 0.5', yellow to tan (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. Boring elevation estimated from Digital Terrain Model (DTM) generated 08 Sep 2016.

4. Boring sealed with available sediment.

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

CP16-KRRS69-HA-04

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

INCLINED

DIVISION INSTALLATION

VERTICAL

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

CP16-KRRS69-HA-04

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

28.7 Ft.

South Atlantic

N/A

Kissimmee River Restoration S-69 Weir

09-07-16

28.7 Ft.

100 %

NAD83

See Remarks

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

X = 647,566 Y = 1,090,528

NAVD88

Corps of Engineers - CESAJ

2.5 Ft.

Jacksonville District

09-07-16

N/A

Garry Holem, Geologist

JUN 02

SAJ FORM 1836

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 25

27.7

26.7

26.22.5

0.00.028.728.7

Hand Auger

Hand Auger

Hand Auger

SAND, poorly-graded, mostly fine-grained sand-sized quartz, trace silt, roots,little silt in upper 0.5', no shell, yellow (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. Boring elevation estimated from Digital Terrain Model (DTM) generated 08 Sep 2016.

4. Boring sealed with available sediment.

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

CP16-KRRS69-HA-05

UNDISTURBED (UD)

16. ELEVATION TOP OF BORING

BEARING

8. TOTAL DEPTH OF BORING

SHEETS

5. DIRECTION OF BORING

DISTURBED

DEG. FROM

VERTICAL

SHEET

INCLINED

DIVISION INSTALLATION

VERTICAL

CONTRACTOR FILE NO.

11. MANUFACTURER'S DESIGNATION OF DRILL

COMPLETED

18. SIGNATURE AND TITLE OF INSPECTOR

15. DATE BORING

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

6. THICKNESS OF OVERBURDEN

CP16-KRRS69-HA-05

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

28.7 Ft.

South Atlantic

N/A

Kissimmee River Restoration S-69 Weir

09-07-16

28.7 Ft.

100 %

NAD83

See Remarks

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

X = 647,405 Y = 1,090,228

NAVD88

Corps of Engineers - CESAJ

2.5 Ft.

Jacksonville District

09-07-16

N/A

Garry Holem, Geologist

JUN 02

SAJ FORM 1836

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 26

26.3

28.8

27.8

27.3

26.32.5

0.00.028.828.8

Hand Auger

Hand Auger

Hand Auger

SAND, poorly-graded, mostly fine-grained sand-sized quartz, trace silt, roots to depth 0.5', tan (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. Boring elevation estimated from Digital Terrain Model (DTM) generated 08 Sep 2016.

4. Boring sealed with available sediment.

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

CP16-KRRS69-HA-06

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

CP16-KRRS69-HA-06

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

28.0 Ft.

South Atlantic

N/A

Kissimmee River Restoration S-69 Weir

09-07-16

28.8 Ft.

100 %

NAD83

See Remarks

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

X = 647,070 Y = 1,090,082

NAVD88

Corps of Engineers - CESAJ

2.5 Ft.

Jacksonville District

09-07-16

N/A

Garry Holem, Geologist

JUN 02

SAJ FORM 1836

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 27

25.8

28.3

26.8

26.1 25.82.5

0.0

2.2

0.028.328.3

26.1

Hand Auger

Hand Auger

Hand Auger

SAND, poorly-graded, mostly fine-grained sand-sized quartz, trace silt, plant roots in upper 0.5', tan yellow (SP)

SAND, clayey, low plasticity, mostly fine-grained sand-sized quartz, little clay, light brown (SC)

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. Boring elevation estimated from Digital Terrain Model (DTM) generated 08 Sep 2016.

4. Boring sealed with available sediment.

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

CP16-KRRS69-HA-07

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

CP16-KRRS69-HA-07

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

27.8 Ft.

South Atlantic

N/A

Kissimmee River Restoration S-69 Weir

09-07-16

28.3 Ft.

92 %

NAD83

See Remarks

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

X = 647,344 Y = 1,090,977

NAVD88

Corps of Engineers - CESAJ

2.5 Ft.

Jacksonville District

09-07-16

N/A

Garry Holem, Geologist

JUN 02

SAJ FORM 1836

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 28

26.22.5

0.00.028.728.7

Hand Auger

SAND, poorly-graded, mostly fine-grained sand-sized quartz, trace silt, plant roots in upper 0.5', tan to white (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. Boring elevation estimated from Digital Terrain Model (DTM) generated 08 Sep 2016.

4. Boring sealed with available sediment.

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

CP16-KRRS69-HA-08

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

CP16-KRRS69-HA-08

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

28.7 Ft.

South Atlantic

N/A

Kissimmee River Restoration S-69 Weir

09-07-16

28.7 Ft.

N/A

NAD83

See Remarks

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

X = 647,125 Y = 1,090,580

NAVD88

Corps of Engineers - CESAJ

2.5 Ft.

Jacksonville District

09-07-16

N/A

Garry Holem, Geologist

JUN 02

SAJ FORM 1836

Kissimmee River Restoration Project S-69 Weir and Channel Backfill

00 31 32 - 29

27.0

29.0

27.5

27.02.0

0.00.029.029.0

Hand Auger

Hand Auger

SAND, poorly-graded, mostly fine-grained sand-sized quartz, trace silt, plant roots in upper 0.5', tan (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. Boring elevation estimated from Digital Terrain Model (DTM) generated 08 Sep 2016.

4. Boring sealed with available sediment.

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

CP16-KRRS69-HA-09

UNDISTURBED (UD)

16. ELEVATION TOP OF…