16-R-07_Vol_2_Specs.pdf

RFP No. W912EP-16-R-0007

SMALL BUSINESS SET-ASIDE

US Army Corps of Engineers Jacksonville District

Kissimmee River Restoration Project C-38 Reach 2 Backfill

Okeechobee and Highlands Counties, Florida

Technical Information and Specifications Volume 2 of 2

See Volume 1 of 2 for issue date.

PROJECT TABLE OF CONTENTS

DIVISION 00 - TECHNICAL INFORMATION

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 31 32 GEOTECHNICAL DATA REPORT

00 33 50 WEATHER AND WATER STAGE 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 04 CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

01 78 02 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 62 19 ROUND TIMBER PILES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

W912EP-16-R-0007

Section 00 31 21

CONTROL MONUMENT DESCRIPTIONS

00 31 21 - i

DESIGNATION - A 555

PID - DF8355

MARKER: F = FLANGE-ENCASED ROD

SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: A 555 2001

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET

STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - October 05, 2001 ROD/PIPE-DEPTH: 18.3 meters

HISTORY - Date Condition Report By

HISTORY - 20011005 MONUMENTED FLDEP

HISTORY - 20090401 GOOD MOREKL

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)

TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 (PARROTT

STREET) AND U.S. HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) IN

OKEECHOBEE, GO WEST ON U.S. HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET)

FOR 1.15 MI TO THE JUNCTION OF U.S. HIGHWAY 98 NORTH ON THE RIGHT, TURN

RIGHT ON U.S. HIGHWAY 98 AND GO NORTHWESTERLY FOR 0.65 MI TO THE RAILROAD

TRACKS, CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 98 FOR 11.9 MI TO THE

JUNCTION OF COUNTY ROAD 68 EAST ON THE RIGHT, CONTINUE NORTHWESTERLY ON

U.S. HIGHWAY 98 FOR 1.85 MI TO THE JUNCTION OF NORTHWEST 176TH AVENUE

(COUNTY ROAD 700-A) ON THE RIGHT, CONTINUE NORTHWESTERLY ON U.S. HIGHWAY

98 FOR 1.7 MI TO THE JUNCTION OF NORTHWEST 203RD AVENUE (MICCO BLUFF

ROAD) ON THE RIGHT, TURN RIGHT ON NORTHWEST 203RD AVENUE (MICCO BLUFF

ROAD) AND GO NORTH-NORTHWESTERLY FOR 0.2 MI TO THE JUNCTION OF NORTHWEST

160TH DRIVE (MICCO BLUFF ROAD, COUNTY ROAD 68), TURN LEFT ON NORTHWEST

160TH DRIVE (MICCO BLUFF ROAD, COUNTY ROAD 68) AND GO WEST-NORTHWESTERLY

FOR 4.65 MI TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO

REFUSAL AT A DEPTH OF 59.9 FT WITH A NGS LOGO CAP FLUSH WITH THE GROUND

AND ABOUT 0.6 FT BELOW THE LEVEL OF NORTHWEST 160TH DRIVE, THE DATUM

POINT IS RECESSED 0.8 FT BELOW THE LEVEL OF THE LOGO CAP.

LOCATED 153.5 FT SOUTHEAST OF THE SOUTHEAST END OF A HEADWALL, 116.7 FT

WEST-NORTHWEST OF A CURVE SIGN, 35.0 FT SOUTH-SOUTHWEST OF THE

APPROXIMATE CENTERLINE OF THE ROAD, 1.2 FT NORTH-NORTHEAST OF A BARBWIRE

FENCE AND 1.0 FT NORTH-NORTHEAST OF A CARSONITE WITNESS POST.

NOTE: A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE

MONUMENT. ACCESS TO THE DATUM POINT IS HAD THROUGH A 5” NGS LOGO CAP.

STATION RECOVERY (2009)

RECOVERY NOTE BY MORGAN AND EKLUND INC 2009 (PCV)

RECOVERED AS DESCRIBED.

Kissimmee River Restoration Project

00 31 21 - 1

DESIGNATION - FLGPS 55

PID - AF7416

CBN - This is a Cooperative Base Network Control Station.

MARKER: F = FLANGE-ENCASED ROD

SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)

SP_SET: STAINLESS STEEL ROD IN SLEEVE

STAMPING: FLGPS 55 1989

MARK LOGO: NGS

PROJECTION: FLUSH

MAGNETIC: N = NO MAGNETIC MATERIAL

STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - June 28, 2005 ROD/PIPE-DEPTH: 21.8 meters SLEEVE-DEPTH : 0.91 meters

HISTORY - Date Condition Report By

HISTORY - 1989 MONUMENTED NGS

HISTORY - 20050628 GOOD MACTEC

STATION DESCRIPTION

STATION RECOVERY (1997)

RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM)

THE STATION IS ABOUT 25.5 MI (41.0 KM) NORTHWEST OF OKEECHOBEE, 7.5 MI

(12.1 KM) SOUTHEAST OF LORIDA, 2.2 MI (3.5 KM) WEST OF THE KISSIMMEE

RIVER IN SECTION 32, TOWNSHIP 35 SOUTH, RANGE 32 EAST.

TO REACH THE STATION FROM THE POST OFFICE IN LORIDA, GO SOUTHEAST ON U.S.

HIGHWAY 98 FOR 3.4 MI (5.5 KM) TO THE JUNCTION OF COUNTY ROAD 621 ON THE

RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 98 FOR 4.15 MI (6.68 KM) TO

THE STATION ON THE LEFT, A STAINLESS STEEL ROD DRIVEN INTO THE GROUND

WITH A LOGO CAP FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL

OF U.S. HIGHWAY 98, DATUM POINT IS RECESSED 0.3 FT (9.1 CM) BELOW THE

LEVEL OF THE LOGO CAP. LOCATED 70.6 FT (21.5 M) WEST-NORTHWEST OF A POWER

POLE, 45.5 FT (13.9 M) NORTH-NORTHEAST OF THE CENTERLINE OF U.S HIGHWAY

98, 7.5 FT (2.3 M) SOUTH-SOUTHWEST OF A FENCE AND 5.9 FT (1.8 M) SOUTH OF

A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-

INCH LOGO CAP.

STATION RECOVERY (2005)

RECOVERY NOTE BY MACTEC ENGINEERING AND CONSULTING 2005 (CGB)

RECOVERED AS DESCRIBED.

00 31 21 - 2

Designation: KR 1367 Type: Survey Disk NGS PID: USGS Quad: BASINGER

1979-05-01 MONUMENTED USACE

1994-05-01 GOOD PYBURN

Notation by: US ARMY CORPS OF ENGINEERS (1979)

TO REACH THE STATION FROM THE U.S. POST OFFICE IN LORIDA, FLORIDA, GO EAST

ON U.S. HIGHWAY NO. 98 FOR 8.9 MILES TO A PAVED ROAD ON THE LEFT (S-65-C

LOCK ACCESS ROAD). TURN LEFT ON PAVED ROAD AND GO NORTH FOR 1.6 MILES TO

LEVEE AND STRUCTURE S-65-C AND THE STATION LOCATION. FROM THE STRUCTURE, GO

SOUTH BY BOAT (BOAT RAMP IS JUST SOUTH OF STRUCTURE) ALONG THE KISSIMMEE

RIVER FOR 0.85 MILES AND STATION LOCATION. CONTINUE ON ACROSS DAM TO SITE.

MONUMENT IS LOCATED 69 FEET NORTH OF NORTH END DAM, 7.5 FEET NORTHWEST OF

EDGE PAVED PARKING AND 113 FEET SOUTHWEST OF LONE 10 INCH OAK, AND 1.5 FEET

EAST OF METAL WITNESS.

MONUMENT IS A STANDARD USACOE BRONZE DISK, SET IN THE TOP OF AN 8 INCH

CONCRETE POST, SET FLUSH WITH THE GROUND AND STAMPED \"KR 1367 1979 GPS

1993\".

00 31 21 - 3

DESIGNATION - KR 1617

PID - DF8367

MARKER: DD = SURVEY DISK

SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT

STAMPING: KR 1617 1994 GPS JAX C/O

MARK LOGO: USE

PROJECTION: FLUSH

MAGNETIC: O = OTHER; SEE DESCRIPTION

STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO

STABILITY: SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - October 04, 2001

HISTORY - Date Condition Report By

HISTORY - 1994 MONUMENTED USE

HISTORY - 20050519 GOOD MACTEC

STATION DESCRIPTION

DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)

THE MARK IS ABOUT 18.5 MI NORTHWEST OF OKEECHOBEE, 14.8 MI SOUTHEAST OF

LORIDA, 1.0 MI NORTHEAST OF KISSIMMEE RIVER, 0N U.S. HIGHWAY 98, IN

SECTION 5, TOWNSHIP 36 SOUTH, RANGE 33 EAST.

TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 (PARROTT

STREET) AND U.S. HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) IN

OKEECHOBEE, GO WEST ON U.S. HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET)

FOR 1.15 MI TO THE JUNCTION OF U.S. HIGHWAY 98 NORTH ON THE RIGHT, TURN

RIGHT ON U.S. HIGHWAY 98 AND GO NORTHWESTERLY FOR 0.65 MI TO THE RAILROAD

TRACKS, CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 98 FOR 11.9 MI TO THE

JUNCTION OF COUNTY ROAD 68 EAST ON THE RIGHT, CONTINUE NORTHWESTERLY ON

U.S. HIGHWAY 98 FOR 1.85 MI TO THE JUNCTION OF NORTHWEST 176TH AVENUE

(COUNTY ROAD 700-A) ON THE RIGHT, CONTINUE NORTHWESTERLY ON U.S. HIGHWAY

98 FOR 2.7 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE

MONUMENT IN A 6-INCH STEEL PIPE FLUSH WITH THE GROUND AND ABOUT LEVEL

WITH U.S. HIGHWAY 98.

LOCATED 158.7 FT SOUTHWEST OF SURVEY MARK 57.4-500Z, 25.2 FT EAST OF THE

CENTERLINE OF U.S. HIGHWAY 98, 22.8 FT WEST OF A BARBWIRE FENCE, 22.2 FT

WEST OF A SFWMD METAL WITNESS POST AND 7.0 FT WEST OF A POWER POLE.

STATION RECOVERY (2005)

RECOVERY NOTE BY MACTEC ENGINEERING AND CONSULTING 2005 (CBG)

RECOVERED AS DESCRIBED.

Kissimmee River Restoration Project

00 31 21 - 4

Designation: KR 1620 Type: Survey Disk NGS PID: USGS Quad: FORT BASINGER

1994-01-01 GOOD PYBURN

1994-03-05 MONUMENTED PYBURN

Notation by: PYBURN AND ODOM, INCORPORATED (1994) Recovery or description was not provided.

STATION IS LOCATED ON C-38 CANAL (KISSIMMEE RIVER SYSTEM), WEST OF CHANNEL

AND SOUTH OF U.S. HIGHWAY NO. 98.

TO REACH THE STATION FROM THE INTERSECTION OF STRUCTURE 68-D AND C-38 CANAL,

PROCEED NORTH ON C-38 CANAL FOR 13,000 FEET (2.46 MILES) BY BOAT TO THE

INLET TO THE OLD KISSIMMEE RIVER ON THE WEST SIDE OF THE CANAL (HIDDEN ACRES

INLET). THE POINT IS ON THE WEST SIDE OF THE MAIN CHANNEL AND SOUTH OF THE

OLD RIVER INLET ON TOP OF THE LEVEE BERM.

MARK IS A USACOE BRONZE DISK SET IN CONCRETE ENCASED IN 6 INCH PVC, FLUSH

WITH GROUND STAMPED \"KR 1620, 1994.\"

00 31 21 - 5

DESIGNATION - KR 1744

PID - AH9317

MARKER: DD = SURVEY DISK

SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT

STAMPING: KR-1744 1997

MARK LOGO: USE

PROJECTION: FLUSH

MAGNETIC: N = NO MAGNETIC MATERIAL

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - March 01, 2006

HISTORY - Date Condition Report By

HISTORY - 1997 MONUMENTED USE

HISTORY - 20090318 GOOD MOREKL

STATION DESCRIPTION

TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 (PARROTT

STREET) AND U.S. HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) IN

OKEECHOBEE, GO WEST ON U.S. HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET)

FOR 1.15 MI TO THE JUNCTION OF U.S. HIGHWAY 98 NORTH ON THE RIGHT, TURN

RIGHT ON U.S. HIGHWAY 98 AND GO NORTHWESTERLY FOR 0.65 MI TO THE RAILROAD

TRACKS, CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 98 FOR 11.9 MI TO THE

JUNCTION OF COUNTY ROAD 68 EAST ON THE RIGHT, CONTINUE NORTHWESTERLY ON

U.S. HIGHWAY 98 FOR 1.85 MI TO THE JUNCTION OF NORTHWEST 176TH AVENUE

(COUNTY ROAD 700-A) ON THE RIGHT, CONTINUE NORTHWESTERLY ON U.S. HIGHWAY

98 FOR 3.55 MI TO THE NORTHWEST END OF BRIDGE NUMBER 090016 OVER

KISSIMMEE RIVER, CONTINUE SOUTHWESTERLY FOR 0.3 MI TO THE JUNCTION OF

COUNTY ROAD 721 ON THE LEFT, TURN LEFT ON COUNTY ROAD 721 AND GO SOUTH

FOR 1.0 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE

MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH U.S. HIGHWAY 98. THE

MARK CAN ALSO BE REACHED FROM THE POST OFFICE IN LORIDA, GO SOUTHEAST ON

U.S. HIGHWAY 98 FOR 3.4 MI TO THE JUNCTION OF COUNTY ROAD 612 ON THE

RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 98 FOR 3.15 MI TO THE NORTH END

OF THE BRIDGE OVER THE ISTOKPOGA CANAL, CONTINUE SOUTHEAST ON U.S.

HIGHWAY 98 FOR 7.25 MI TO THE JUNCTION OF COUNTY ROAD 721 ON THE RIGHT,

TURN RIGHT ON COUNTY ROAD 721 AND GO SOUTH FOR 1.0 MI TO THE MARK ON THE

RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND

AND ABOUT LEVEL WITH U.S. HIGHWAY 98.

LOCATED 32.7 FT EAST OF A BARBWIRE FENCELINE, 32.2 FT EAST OF A CARSONITE

WITNESS POST AND 18.4 FT WEST OF THE CENTERLINE OF COUNTY ROAD 721.

STATION RECOVERY (2009)

RECOVERY NOTE BY MORGAN AND EKLUND INC 2009 (PCV)

RECOVERED AS DESCRIBED.

Kissimmee River Restoration Project

00 31 21 - 6

DESIGNATION - KR 1746

PID - AH9316

MARKER: DD = SURVEY DISK

SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT

STAMPING: KR 1746 1997

MARK LOGO: USE

PROJECTION: FLUSH

MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET

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

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE

OBSERVATIONS - March 01, 2006

HISTORY - Date Condition Report By

HISTORY - 1997 MONUMENTED USE

HISTORY - 20090318 GOOD MOREKL

STATION RECOVERY (2001)

TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 (PARROTT

STREET) AND U.S. HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) IN

OKEECHOBEE, GO WEST ON U.S. HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET)

FOR 1.15 MI TO THE JUNCTION OF U.S. HIGHWAY 98 NORTH ON THE RIGHT, TURN

RIGHT ON U.S. HIGHWAY 98 AND GO NORTHWESTERLY FOR 0.65 MI TO THE RAILROAD

TRACKS, CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 98 FOR 11.9 MI TO THE

JUNCTION OF COUNTY ROAD 68 EAST ON THE RIGHT, CONTINUE NORTHWESTERLY ON

U.S. HIGHWAY 98 FOR 1.85 MI TO THE JUNCTION OF NORTHWEST 176TH AVENUE

(COUNTY ROAD 700-A) ON THE RIGHT, CONTINUE NORTHWESTERLY ON U.S. HIGHWAY

98 FOR 3.55 MI TO THE NORTHWEST END OF BRIDGE NUMBER 090016 OVER

KISSIMMEE RIVER, CONTINUE SOUTHWESTERLY FOR 0.3 MI TO THE JUNCTION OF

COUNTY ROAD 721 ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A

ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH U.S.

HIGHWAY 98. THE MARK CAN ALSO BE REACHED FROM THE POST OFFICE IN LORIDA,

GO SOUTHEAST ON U.S. HIGHWAY 98 FOR 3.4 MI TO THE JUNCTION OF COUNTY ROAD

612 ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 98 FOR 3.15 MI TO

THE NORTH END OF THE BRIDGE OVER THE ISTOKPOGA CANAL, CONTINUE SOUTHEAST

ON U.S. HIGHWAY 98 FOR 7.25 MI TO THE JUNCTION OF COUNTY ROAD 721 ON THE

RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE

MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH U.S. HIGHWAY 98.

LOCATED 81.0 FT SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 98, 74.0 FT

SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE INTERSECTION, 50.8 FOR

SOUTHEAST OF A RIGHT-OF-WAY MARKER, 37.7 FT SOUTHWEST OF A RIGHT-OF-WAY

MARKER, 32.7 FT WEST OF A CARSONITE WITNESS POST IN THE FENCE LINE AND

18.4 FT EAST OF THE CENTERLINE OF COUNTY ROAD 721.

NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE

MONUMENT.

STATION RECOVERY (2009)

RECOVERY NOTE 2009 (PCV) - - RECOVERED AS DESCRIBED

Kissimmee River Restoration Project

00 31 21 - 7

Section 00 31 32

GEOTECHNICAL DATA REPORT

00 31 32-i

SECTION 00 31 32

Geotechnical Data Report for

Kissimmee River

Restoration Project

C-38 Reach 2 Backfill, Okeechobee and Highlands Counties, Florida

Prepared by

Geotechnical Branch

Engineering Division

Jacksonville District Corps of Engineers

17 November 2015

SECTION 00 31 32 Page 2

C-38 Reach 2 Backfill

SECTION 00 31 32

Geotechnical Data Report

Table of Contents

1.1 SCOPE

1.2 PROJECT BACKGROUND

1.3 CHARACTER OF MATERIALS

1.3.1 Regional Geology

1.3.2 Materials Encountered

1.4 DEFINITIONS

1.4.1 Definitions of Basic Terms

1.4.2 Current Logging Terms

1.4.3 Previous Logging Terms

1.4.4 Testing and Procedure Methods

1.5 GEOTECHNICAL DATA

1.5.1 Summary of Field Investigations

1.5.2 Summary of Index Testing Data

1.5.3 Boring Log Notes

1.5.4 Recovered Materials

1.5.5 Boring Logs

1.5.6 Laboratory Testing Data

List of Tables

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

List of Plates

Plate 1. Vicinity Map Plate 2. Location of Field Investigations Plate 3. Location of Field Investigations (contd) Plate 4. Location of Field Investigations (contd) Plate 5. Locations of Recent Field Investigations Plate 6. Locations of Recent Field Investigations

SECTION 00 31 32 Page 3

C-38 Reach 2 Backfill

SECTION 00 31 32

Geotechnical Data Report

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 1.5.5 and 1.5.6, 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.

1.2 PROJECT BACKGROUND

The project involves backfilling C-38, Reach 2 from existing spoils mounds adjacent to the canal banks (Plate 1). Near the completion of backfilling operations, S-65C will be demolished followed by degrading the tieback levees and removal of the cross structure.

1.3 CHARACTER OF MATERIALS

1.3.1 Regional Geology

The regional geology in this portion of Okeechobee/Highlands Counties for the Quaternary and upper Tertiary Systems range in age from Recent to Pleistocene to Miocene age sediments. The Recent age sediments are localized and consist of sand, peat, and alluvium deposits. These sediments occur at land surface to a maximum depth of 20 feet below land surface in the Kissimmee River flood plain. The Pleistocene age sediments are undifferentiated deposits, described as fine to medium-grained quartz sand with clay and some shell. The study area is covered with these Pleistocene age sediments, which will also be overlaid by Recent age alluvial sediments. The undifferentiated deposits extend from land surface to an approximate depth of 50 feet below land surface.

SECTION 00 31 32 Page 4

C-38 Reach 2 Backfill

These deposits lie unconformably with the sediments of the Post-Miocene Tamiami Formation. The Tamiami is chiefly comprised of firm to semi-indurated fine-grained clayey quartz sand, interbedded with sandy, shelly limestone and sandstone. The Tamiami Formation below the Kissimmee River occurs approximately 50 feet below land surface with a nominal thickness at the eastern portion of the Highlands Ridge to a maximum thickness of approximately 100 feet at the western edge of the county near the Kissimmee River.

The Hawthorn Group Lies unconformably below Tamiami Formation. The uppermost portion of the Hawthorn Group sediments are considered to be Post-Miocene in age. The sediments of the Hawthorn Group are typically dark green to bright green to white montmorillonitic clay, white to cream dense sandy phosphatic limestone, fine to pebble size quartz sand, phosphorite pebbles, and phosphatic clay. As the depths of the Hawthorn sediments increase, its mixture may alter from clastic to increased percentages of carbonate units. Its formational contact may occur at depths of approximately 85 to 100 feet below land surface and may be as thick as 350 feet.

1.3.2 Materials Encountered

The materials expected to be encountered adjacent to the main river channel include fine- to medium-grained sand, silt, clay, fill (including sand, clay, and limestone aggregate), and peat as described in the attached core boring logs in Section 1.5.5. The fill is thickest along the crest and thins towards the flanks. The heterogeneous but mostly sandy fill was discarded above soft native materials and is fine to coarse-grained quartz, containing trace to few shells, trace to little plant debris, or peat and thin clay lenses. The top of the native ground consists of semi-continuous, organic or organic stained sandy soil and peat. Note Boring CB-S65C-TB-5 within the S-65C tieback levee is designated as a surficial gravel layer in the log. This layer is a fill material of limestone aggregate.

1.4 DEFINITIONS

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

1.4.1 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.

Peat - An accumulation of partially decayed vegetation matter or histosol.

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.

SECTION 00 31 32 Page 5

C-38 Reach 2 Backfill

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

1.4.1 Current Logging Terms

Definition of terms used on boring logs dated since 2000:

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

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

Cavity - Voids greater than the diameter of the core.

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

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

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

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

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

Dipping (Dip) - 20 to 45 degrees.

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

Fine Grained - Grain diameter between 0.004" (0.1 mm) and 0.016" (0.4

mm) for sedimentary rocks or 0.039" (1 mm) for igneous or metamorphic rocks.

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

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

Flat (Dip) - 0 to 20 degrees.

Fossiliferous – Greater than 40 percent fossils.

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

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

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

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

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

Massive – Over 3' (0.9 m) thick.

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

Medium Grained - Grain diameters between 0.016" (0.4 mm) to 0.079" (2

mm) for sedimentary rocks or 0.039" (1 mm) to 0.197" (5 mm) for igneous or metamorphic rocks.

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

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

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

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

Moderately Weathered - Discoloration is evident; surface is pitted and altered, with alterations penetrating well below rock surfaces; 10% to

SECTION 00 31 32 Page 6

C-38 Reach 2 Backfill

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.

1.4.2 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.

1.4.3 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

SECTION 00 31 32 Page 7

C-38 Reach 2 Backfill

Test/Procedure Method 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 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

SECTION 00 31 32 Page 8

C-38 Reach 2 Backfill

Test/Procedure Method 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

1.5 GEOTECHNICAL DATA

1.5.1 Summary of Field Investigations

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

Table 1. Available Boring Data

Designation State Plane, FL-

East, NAD83 Project Location X Y

CB-S65C-TB-2 615983 1112047 S-65 Wingwall CB-S65C-TB-3 617002 1113006 S-65 Wingwall CB-S65C-TB-4 619118 1115498 S-65 Wingwall CB-S65C-TB-5 619669 1116361 S-65 Wingwall

CP10-KRRXB-CB-01

636353.4

1105670.

Reach 2

CP10-KRRXB-CB-02

636701.5

1105511.

CP10-KRRXB-CB-03 636843.7

1105989.

CP10-KRRXB-CB-04

CP10-KRRXB-CB-

637100.3 1106342. Reach 2

CP10-KRRXB-CB-

637754.7

1105824.

CP10-KRRXB-CB-07

638055.7

1105507.

CP10-KRRXB-CB-08

638305.8

1105246.

CP10-KRRXB-CB-09

638508.4

1105038.

CB-KRSPD-2 620237 1113519 C-38,R2 Middle

CB-KRSPD-3 621508 1112336 C-38,R2 Middle CB-KRSPD-4 622322 1111164 C-38,R2 Middle

CP10-KRRXB-CB-05

CP10-KRRXP-CB-06

Reach 2 Reach 2

637351.1 1105923

637754.7 1105824

SECTION 00 31 32 Page 9

C-38 Reach 2 Backfill

CB-KRSPD-5 622701 1112120 C-38,R2 Middle CB-KRSPD-6 623466 1111264 C-38,R2 Middle CB-KRSPD-7 624676 1109755 C-38,R2 Middle CB-KRSPD-8 625311 1110623 C-38,R2 Middle CB-KRSPD-9 625870 1109853 C-38,R2 Middle CB-KRSPD-10 627649 1109113 C-38,R2 Middle

Designation State Plane, FL-

East, NAD83 Project Location X Y

CB-KRSPD-11 628133 1110167 C-38,R2 Middle CB-KRSPD-12 628827 1111271 C-38,R2 Middle CB-KRSPD-13 629315 1110000 C-38,R2 Middle CB-KRSPD-14 630240 1109321 C-38,R2 Middle CB-KRSPD-15 630647 1110181 C-38,R2 Middle CB-KRSPD-17 631668 1108206 C-38,R2 Lower CB-KRSPD-18 632928 1107918 C-38,R2 Lower CB-KRSPD-19 633064 1107207 C-38,R2 Lower CB-KRSPD-20 634117 1107486 C-38,R2 Lower CB-KRSPD-21 634468 1106453 C-38,R2 Lower CB-KRSPD-22 635535 1106230 C-38,R2 Lower

CB-KRSPD-23 637146 1104563 Reach 2 Disposal Area

CB-KRSPD-24

638165 1103594 Reach 2 Disposal Area

CB-KRRD-3 638714 1104664 Reach 2 CB-KRRD-4 639506 1104101 Reach 2 CB-KRRD-5 639755 1103057 Reach 2 CB-KRRSP12-1 615899 1117110 C-38,R2 Upper CB-KRRSP12-2 615347 1117870 C-38,R2 Upper CB-KRRSP12-3 614780 1118693 C-38,R2 Upper CB-KRRSP12-4 614242 1119533 C-38,R2 Upper CB-KRRSP12-5 613717 1120267 C-38,R2 Upper CB-KRRSP12-6 613382 1120767 C-38,R2 Upper CB-KRRSP12-7 612814 1121587 C-38,R2 Upper CB-KRRSP12-8 612278 1122429 C-38,R2 Upper

* Coordinates presented correspond to the project coordinate system and datum

1.5.2 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 LL PL PI

CB-S65C-TB-2 D2 SP -- -- --

D14 SP -- -- --

CB-S65C-TB-3 D7 SP-SM -- -- --

CB-S65C-TB-4 D2 SP -- -- --

CB-S65C-TB-5 D4 SP-SM -- -- --

CB-KRSPD-2 D4 SP -- -- --

CB-KRSPD-3 D2 SP-SM -- -- --

CB-KRSPD-4 D1 CL -- -- --

CB-KRSPD-5 D5 SP-SM -- -- --

SECTION 00 31 32 Page 10

C-38 Reach 2 Backfill

CB-KRSPD-6 D3 CL -- -- --

CB-KRSPD-8 D6 SP-SM -- -- --

CB-KRSPD-9 D2 SP-SM -- -- --

CB-KRSPD-11 D6 SP -- -- --

CB-KRSPD-12 D5 SM -- -- --

CB-KRSPD-13 D2 SP -- -- --

CB-KRSPD-14 D7 SP-SM -- -- --

CB-KRSPD-15 D4 SC -- -- --

CB-KRSPD-17 D9 SP -- -- --

CB-KRSPD-20 D1 ML 125 53 72

CB-KRSPD-21 D6 SP -- -- --

CB-KRSPD-22 D5 SP-SM -- -- --

1.5.3 Boring Log Notes

All borings 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, and refusal was not encountered.

1.5.4 Recovered Materials

The material recovered from borings CB-S65C-TB-2, CB-S65C-TB-3, CB-S65C-

TB-4, CB-S65C-TB-5, CB-KRSPD-2, CB-KRSPD-3, CB-KRSPD-4, CB-KRSPD-5, CB-

KRSPD-6, CB-KRSPD-7, CB-KRSPD-8, CB-KRSPD-9, CB-KRSPD-10, CB-KRSPD-11,

CB-KRSPD-12, CB-KRSPD-13, CB-KRSPD-14, CB-KRSPD-15, CB-KRSPD-17, CB-

KRSPD-18, CB-KRSPD-19, CB-KRSPD-20, CB-KRSPD-21, CB-KRSPD-22, CB-KRSPD-23

and CB-KRSPD-24 is not available.

The material recovered from borings CB-KRRSP12-1 to CB-KRRSP12-8, CP10- KRRXB-CB-01 to CP10-KRRXB-CB-09 and CB-KRRD-3 to CB-KRRD-5 is available for inspection by prospective offerors at the Corps of Engineers District warehouse listed under 1 below:

1. Florida

Address: 3077 Talleyrand Avenue Jacksonville, Florida

Hours: 7:00 am to 2:30 pm

The recovered materials will be available for inspection during normal business hours as noted above, except Federal holidays, during the entire bid period. Prospective offerors shall notify the project geologist at 904-232-3914 or Chief, Geology and Explorations Section at 904-232-1617 at least four (4) working days before the visit. The following information will be required to schedule the visit: (1) 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.

SECTION 00 31 32 Page 11

Plate 1. Vicinity Map

The scope of work involves channel backfill and the removal of water control structure S-65C. Portions of the C-38 canel within Reach 2 of the Kissimmee River Basin will be backfilled located within the Pool C floodplain. The material used for the backfill of the C-38 will be sourced from existing spoil mounds located along the adjacent canal banks.

The canal will be backfilled starting at the south end of the terminus of Reach 1 Backfill (KRR CNT 7) continuing south approximately 35,800 LF stopping just north of the US HWY 98 bridge crossing.

The extent of the backfill will be based upon available material. Near the completion of the backfilling, S-65C will be demolished, starting with the removal of any toxic materials. After the structure is removed, the tieback levees will be degraded and the cross structure removed.

SECTION 00 31 32 Page 12

Plate 2. Location of Field Investigations

SECTION 00 31 32 Page 13

Plate 3. Location of Field Investigations (contd).

SECTION 00 31 32 Page 14

Plate 4. Location of Field Investigations (contd).

SECTION 00 31 32 Page 15

Plate 5. Locations of Recent Field Investigations

SECTION 00 31 32 Page 16

Plate 6. Locations of Recent Field Investigations

1.5.5 Boring Logs

Applicable boring logs are presented on the following pages.App

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.

SECTION 00 31 32 Page 17

C-38 Reach 2 Backfill k3engawf Typewritten Text k3engawf Typewritten Text k3engawf Typewritten Text Laboratory Testing Results SampleID Sample_Depth Classification

D2 1.5/2.9 SP

D14 15/16 SP

k3engawf Typewritten Text k3engawf Typewritten Text k3engawf Typewritten Text k3engawf Typewritten Text k3engawf Typewritten Text k3engawf Typewritten Text

SECTION 00 31 32 Page 18

C-38 Reach 2 Backfill k3engawf Typewritten Text k3engawf Typewritten Text k3engawf Typewritten Text Laboratory Testing Results SampleID Sample_Depth Classification

D7 7.5/8.5 SP-SM

SECTION 00 31 32 Page 19

C-38 Reach 2 Backfill k3engawf Typewritten Text k3engawf Typewritten Text k3engawf Typewritten Text Laboratory Testing Results SampleID Sample_Depth Classification

D2 1.5/3.0 SP

SECTION 00 31 32 Page 20

C-38 Reach 2 Backfill k3engawf Typewritten Text k3engawf Typewritten Text Laboratory Testing Results SampleID Sample_Depth Classification

D4 3.0/4.5 SP-SM

13.0

25.0

23.5

22.0

20.5

19.0

17.5

16.0

14.5

13.0

12.0

0.0

1.5

3.0

0.0

WOH

25.025.0

23.5

22.0

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

Abbreviations:

WOH = Weight of Hammer

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

PEAT, little plant debris, few fine-grained sand-sized quartz, moist, 10YR 2/1 black

(PT)

SAND, poorly-graded with silt, mostly fine-grained sand-sized quartz, few silt, strong reaction with HCl, moist, 2.5Y 6/1 gray (SP-SM)

SAND, silty, mostly fine-grained sand-sized quartz, some silt, strong reaction with HCl, moist, 10YR 3/1 very dark gray (SM)

At El. 20.5 Ft., little silt

At El. 19.0 Ft., wet

At El. 16.0 Ft., trace plant debris, stratified with silty sand up to 1"

At El. 13.5 Ft., layer of siltier sand ~0.3'

NOTES:

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

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

DEPTH

RQD

OR

UD

B

LO

W S

0.

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

CP10-KRRXB-CB-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

CP10-KRRXB-CB-01

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

19.8 Ft.

South Atlantic

N/A

Steve Simmons

Kissimmee River Restoration Contract 10A

12-17-10

25.0 Ft.

58 %

NAD83

See Remarks

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

X = 636,353 Y = 1,105,671

NAVD88

CME-45 (land-based)

Corps of Engineers - NAB

12.0 Ft.

Jacksonville District

12-17-10

N/A

Adam P. Gattuso, Geologist

JUN 02

SAJ FORM 1836

SECTION 00 31 32 Page 21

13.0

25.0

23.5

22.0

20.5

19.0

17.5

16.0

14.5

13.0

12.0

0.0

0.5

2.4

4.2 4.5

0.0

WOH

WOH

25.025.0

24.5

22.6

20.8 20.5

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

Abbreviations:

WOH = Weight of Hammer

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SILT, organic-L, some plant debris, little fine-grained sand-sized quartz, moist, 10YR 3/1 very dark gray (OL) PEAT, few fine-grained sand-sized quartz, few plant debris, moist, 10YR 2/1 black (PT)

SAND, poorly-graded with silt, mostly fine-grained sand-sized quartz, few silt, strong reaction with HCl, moist, 2.5Y 6/1 gray (SP-SM)

SAND, poorly-graded, mostly fine-grained sand-sized quartz, trace silt, strong reaction with HCl, moist, 2.5Y 8/1 white (SP) SAND, silty, mostly fine-grained sand-sized quartz, little silt, trace plant debris, strong reaction with HCl, wet, stratified between silty sand, ~25% silt, 10YR 5/1 brown, and sand with ~10% silt, 2.5Y 7/1 tan (SM)

At El. 16.0 Ft., trace wood debris, not stratified; contains only silty sand, 10YR 5/1 gray

NOTES:

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

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

DEPTH

RQD

OR

UD

B

LO

W S

0.

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

CP10-KRRXB-CB-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

CP10-KRRXB-CB-02

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

19.1 Ft.

South Atlantic

N/A

Steve Simmons

Kissimmee River Restoration Contract 10A

12-17-10

25.0 Ft.

70 %

NAD83

See Remarks

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

X = 636,702 Y = 1,105,512

NAVD88

CME-45 (land-based)

Corps of Engineers - NAB

12.0 Ft.

Jacksonville District

12-17-10

N/A

Adam P. Gattuso, Geologist

JUN 02

SAJ FORM 1836

SECTION 00 31 32 Page 22

25.0

23.5

22.0

20.5

19.0

17.5

16.0

14.5

13.0

12.0

0.0

0.8

1.5

0.0

25.025.0

24.2

23.5

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

PEAT, some plant debris, few silt, moist, 10YR 2/1 black (PT)

SAND, poorly-graded with silt, mostly fine-grained sand-sized quartz, few silt, few plant debris, strong reaction with HCl, moist, 2.5Y 6/1 gray (SP-SM) SAND, silty, mostly fine-grained sand-sized quartz, little silt, trace plant debris, strong reaction with HCl, moist, stratified between silty sand, ~25% silt, 10YR 3/1 brown, and sand with ~10% silt, 2.5Y 7/1 tan (SM)

At El. 17.7 Ft., wet

NOTES:

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

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

DEPTH

RQD

OR

UD

B

LO

W S

0.

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

CP10-KRRXB-CB-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

CP10-KRRXB-CB-03

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

18.0 Ft.

South Atlantic

N/A

Steve Simmons

Kissimmee River Restoration Contract 10A

12-17-10

25.0 Ft.

77 %

NAD83

See Remarks

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

X = 636,844 Y = 1,105,989

NAVD88

CME-45 (land-based)

Corps of Engineers - NAB

12.0 Ft.

Jacksonville District

12-17-10

N/A

Adam P. Gattuso, Geologist

JUN 02

SAJ FORM 1836

SECTION 00 31 32 Page 23

25.0

23.5

22.0

20.5

19.0

17.5

16.0

14.5

13.0

12.0

0.0

1.1

6.0

0.0

WOH

WOH

25.025.0

23.9

19.0

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

Abbreviations:

WOH = Weight of Hammer

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

PEAT, few plant debris, trace fine-grained sand-sized quartz, moist, 10YR 2/1 black

(PT)

SAND, silty, mostly fine-grained sand-sized quartz, little silt, trace plant debris, strong reaction with HCl, moist, stratified between silty sand, ~25% silt, 10YR 5/1 brown, and sand with ~10% silt, 2.5Y 7/1 tan (SM) At El. 23.5 Ft., some silt, 2.5Y 6/1 gray At El. 22.0 Ft., wet

SAND, poorly-graded with silt, mostly fine-grained sand-sized quartz, few silt, strong reaction with HCl, wet, stratified with silty sand up to 1-1/2", 2.5Y 7/1 light gray

(SP-SM)

At El. 14.5 Ft., discontinue silty sand layers

NOTES:

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

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

DEPTH

RQD

OR

UD

B

LO

W S

0.

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

CP10-KRRXB-CB-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

CP10-KRRXB-CB-04

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

19.8 Ft.

South Atlantic

N/A

Steve Simmons

Kissimmee River Restoration Contract 10A

12-17-10

25.0 Ft.

76 %

NAD83

See Remarks

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

X = 637,100 Y = 1,106,343

NAVD88

CME-45 (land-based)

Corps of Engineers - NAB

12.0 Ft.

Jacksonville District

12-17-10

N/A

Adam P. Gattuso, Geologist

JUN 02

SAJ FORM 1836

SECTION 00 31 32 Page 24

14.7

26.7

25.2

23.7

22.2

20.7

19.2

17.7

16.2

14.7

12.0

0.0

0.5

2.6 3.0

10.5

0.0

26.726.7

26.2

24.1 23.7

16.2

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

PEAT, few plant debris, few fine-grained sand-sized quartz, moist, 10YR 2/1 black

(PT)

SAND, silty, mostly fine-grained sand-sized quartz, some silt, few plant debris, strong reaction with HCl, moist, 10YR 5/1 gray

(SM)

At El. 25.2 Ft., slightly mottled with 2.5Y 7/8 gold PEAT, trace plant debris, moist, 10YR 2/1 black (PT) SAND, silty, mostly fine-grained sand-sized quartz, little silt, trace plant debris, strong reaction with HCl, moist, 2.5Y 6/2 light brownish gray (SM) At El. 22.6 Ft., 10YR 4/1 dark gray At El. 22.2 Ft., wet

At El. 20.7 Ft., some silt

At El. 19.2 Ft., little silt, stratified with 1" layers of silty sand between layers of sand with silt, 2.5Y 7/1 light gray

At El. 17.7 Ft., 2.5Y 6/1 gray

SAND, poorly-graded with silt, mostly fine-grained sand-sized quartz, few silt, strong reaction with HCl, wet, stratified with silty sand up to 1", 2.5Y 7/1 light gray

(SP-SM)

NOTES:

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

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

DEPTH

RQD

OR

UD

B

LO

W S

0.

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

CP10-KRRXB-CB-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

CP10-KRRXB-CB-05

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

21.4 Ft.

South Atlantic

N/A

Steve Simmons

Kissimmee River Restoration Contract 10A

12-17-10

26.7 Ft.

83 %

NAD83

See Remarks

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

X = 637,351 Y = 1,105,923

NAVD88

CME-45 (land-based)

Corps of Engineers - NAB

12.0 Ft.

Jacksonville District

12-17-10

N/A

Adam P. Gattuso, Geologist

JUN 02

SAJ FORM 1836

SECTION 00 31 32 Page 25

13.5

27.0

25.5

24.0

22.5

21.0

19.5

18.0

16.5

15.0

13.5

13.5

0.0 0.4

1.5

12.0

0.0

27.027.0 26.6

25.5

15.0

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

SPT Sampler

PEAT, little plant debris, few fine-grained sand-sized quartz, moist, 10YR 2/1 black

(PT)

SILT, organic-L, soft, some fine-grained sand-sized quartz, few plant debris, moist, 10YR 3/1 very dark gray (OL) SAND, silty, mostly fine-grained sand-sized quartz, some silt, strong reaction with HCl, moist, 2.5Y 6/1 gray (SM)

At El. 24.0 Ft., slightly mottled with 2.5Y 7/8 gold

At El. 22.5 Ft., wet

At El. 19.5 Ft., trace plant debris, 10YR 4/1 dark gray

SAND, poorly-graded with silt, mostly fine-grained sand-sized quartz, few silt, strong reaction with HCl, wet, 10YR 5/2 grayish brown (SP-SM)

NOTES:

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

DEPTH

RQD

OR

UD

B

LO

W S

0.

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

CP10-KRRXB-CB-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

CP10-KRRXB-CB-06

4. NAME OF DRILLER

AUTO HAMMERLOCATION COORDINATES

(Continued)

20.6 Ft.

South Atlantic

N/A

Steve Simmons

Kissimmee River Restoration Contract 10A

12-17-10

27.0 Ft.

73 %

NAD83

See Remarks

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

X = 637,755 Y = 1,105,825

NAVD88

CME-45 (land-based)

Corps of Engineers - NAB

13.5 Ft.

Jacksonville District

12-17-10

N/A

Adam P. Gattuso, Geologist

JUN 02

SAJ FORM 1836

SECTION 00 31 32 Page 26

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

DEPTH

RQD

OR

UD

B

LO

W S

0.

FT

REMARKSCLASSIFICATION OF MATERIALS %

REC.

LE

G

E N

D

ELEV.

B O

X O

R S

A M

P

LE

N -V

A

LU

E

COORDINATE SYSTEM/DATUMPROJECT HORIZONTAL

OF

ELEVATION TOP OF BORING

Boring Designation

Kissimmee River Restoration

27.0 Ft.

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

Jacksonville District

VERTICAL

SHEETS

SHEET

X = 637,755 Y = 1,105,825

CP10-KRRXB-CB-06

INSTALLATION

LOCATION COORDINATES

NAD83

DRILLING LOG (Cont. Sheet)

NAVD88

JUN 02

SAJ FORM 1836-A

SECTION 00 31 32 Page…