B.08 22R0005_EAA_CNT11A_RTA_Vol2_20220602_Revised_4_PART 2.pdf

PDF 22 MB Posted Jun 10, 2022

Attached to: Central Everglades Planning Project (CEPP) Contract 11A, Everglades Agricultural Area (EAA) A-2 Reservoir Foundation & Cutoff Wall Project
Solicitation number: W912EP22R0005
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for the Central Everglades Planning Project (CEPP) Contract 11A, Everglades Agricultural Area (EAA) A-2 Reservoir Foundation & Cutoff Wall Project. The scope of work includes clearing, grubbing, de-mucking, blasting, foundation preparation, installation of a seepage cutoff wall, canal backfilling, and related work to prepare approximately 15.3 miles of foundation for a 17.3 mile embankment dam. The work must be conducted in the dry through dewatering methods per contract specifications. The estimated value is between $250-500 million and the period of performance is 2,044 calendar days. The solicitation will utilize best value source selection and proposals will be evaluated on technical merit, past performance, small business participation, and price. The pre-proposal conference will be held on June 22, 2022 via teleconference.

View the file

Other files

File	Type	Posted
B.08 Amendment 0003 W912EP22R0005.pdf	PDF	Jul 18, 2022
B.08 Amendment 0002 W912EP22R0005.pdf	PDF	Jul 8, 2022
Amendment 0001 W912EP22R0005.pdf	PDF	Jun 30, 2022
B.07 W912EP22R0005 Site visit synopsis Posting.pdf	PDF	Jun 29, 2022
B.07 W912EP22R0005 Pre-proposal conference roster.pdf	PDF	Jun 29, 2022
B.07 Pre-Proposal Conference Slides_CNT 11A.pdf	PDF	Jun 22, 2022
B.08 22R0005_EAA_CNT11A_RTA_Vol2_20220602_Revised_4_PART 4.pdf	PDF	Jun 10, 2022
B.08 22R0005_EAA_CNT11A_RTA_Vol2_20220602_Revised_4_PART 3.pdf	PDF	Jun 10, 2022
B.08 22R0005_EAA_CNT11A_RTA_Vol2_20220602_Revised_4_PART 1.pdf	PDF	Jun 10, 2022
B.08 Final Corrected Plan Set EAA 11A - 5.25.22.pdf	PDF	Jun 10, 2022
B.08 22R0005_EAA_CNT11A_VOL1_20220610.pdf	PDF	Jun 10, 2022

Show all 11

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

TEST PIT REPORT

EAARS SITE

PALM BEACH COUNTY, FLORIDA

Prepared by:

U.S. Army Corps of Engineers, Savannah District

November 2021

SECTION 00 31 32 Page 1501

ACTION SUMMARY

From September 14th to 16th 2021, a total of 10 test pits were dug along the south boundary of the EAARS area in Palm Beach County, Florida. Excavation was completed using a CASE 245D (57,000 lbs.) with a 3 ft wide, toothed bucket. The excavator was operated by Edward Ratliff, a driller for the USACE Savannah District (SAS), and pits were logged by Chris Killam, a geologist for SAS.

Holes were excavated at the specified locations with a target depth 10 feet bgs. Excavation stopped when the limestone caprock was encountered. Photos were collected during and after excavation of each pit. Three 5 gallon buckets of material were collected from each pit. The material was a composite of the materials encountered in the hole (excluding any limestone).

Once the pit reached the target depth, water levels were logged as the pit filled (only when water was encountered). After logging and sample collection were completed, most of the water was bailed out of the pit using the excavator, the pit was backfilled with the removed material and then compacted using the excavator.

The geology observed across the site was typically five to eight feet of sandy soil with variable amounts of clay, silt and gravel, (imported fill soil) followed by one to three feet of organic silts and clays (native soil).

After completion of the field work, all buckets containing samples were delivered to the SAJ warehouse.

Detailed results for each test pit completed at the Site follow.

The distance between ribbon ties in the photographs is 1 foot.

SECTION 00 31 32 Page 1502

Note that though the test pit description indicates a location of Broward County, Florida, for TP-06 through TP-15 on SECTION 00 31 32 Page 1503 through 1530, all test pits were in fact collected in Palm Beach County, Florida as stated in the action summary above.

SECTION 00 31 32 Page 1503

SECTION 00 31 32 Page 1504

SECTION 00 31 32 Page 1505

SECTION 00 31 32 Page 1506

SECTION 00 31 32 Page 1507

SECTION 00 31 32 Page 1508

SECTION 00 31 32 Page 1509

SECTION 00 31 32 Page 1510

SECTION 00 31 32 Page 1511

SECTION 00 31 32 Page 1512

SECTION 00 31 32 Page 1513

SECTION 00 31 32 Page 1514

SECTION 00 31 32 Page 1515

SECTION 00 31 32 Page 1516

SECTION 00 31 32 Page 1517

SECTION 00 31 32 Page 1518

SECTION 00 31 32 Page 1519

SECTION 00 31 32 Page 1520

SECTION 00 31 32 Page 1521

SECTION 00 31 32 Page 1522

SECTION 00 31 32 Page 1523

SECTION 00 31 32 Page 1524

SECTION 00 31 32 Page 1525

SECTION 00 31 32 Page 1526

SECTION 00 31 32 Page 1527

SECTION 00 31 32 Page 1528

SECTION 00 31 32 Page 1529

SECTION 00 31 32 Page 1530

SECTION 00 31 32 Page 1531

SECTION 00 31 32 Page 1532

5.7 Laboratory Soil and Rock Testing Data

The following pages present applicable laboratory testing data.

SECTION 00 31 32 Page 1533

0.0010.010.1110100

14.9

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0001

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-4

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.637.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0001

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

4.5 to 6.0

Very Pale Brown, Sandy Silty Gravel (GM).

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13451

Other tests, when reported, were conducted in general accordance with

ASTM's D422, D854, D2216, D2487 & D4318.

SECTION 00 31 32 Page 1534

0.0010.010.1110100

22.0

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0001

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-5

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.714.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0001

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

6.0 to 7.5

White, Silty Sand (SM), with a trace of gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13455

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1535

0.0010.010.1110100

13.3

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0001

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-6

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.710.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0001

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

7.5 to 8.2

White, Sandy Silty Gravel (GM).

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13452

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1536

0.0010.010.1110100

20.4

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0001

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-7

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0001

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

9.0 to 9.7

White, (Visual) Silty Sand (SM), with a little gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13456

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1537

0.0010.010.1110100

14.0

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0001

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-9

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0001

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

12.0 to 12.1

White, Sandy Well Graded Silty Gravel (GW-GM).

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13453

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1538

0.0010.010.1110100

20.5

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0001

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-24

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.773.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0001

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

34.5 to 36.0

White, (Visual) Silty Sand (SM), with some gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13454

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1539

0.0010.010.1110100

8.6

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0002

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-3

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0002

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

3.0 to 3.3

Gray, Sandy Silty Gravel (GM).

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13457

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1540

0.0010.010.1110100

18.3

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0002

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-4

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0002

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

4.5 to 5.9

White, Silty Sand (SM), with some gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13459

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1541

0.0010.010.1110100

15.2

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0002

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-5

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0002

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

6.0 to 6.4

Light Gray, Silty Sand (SM), with some gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13458

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1542

0.0010.010.1110100

12.8

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0003

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-5

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.703.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0003

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

4.5 to 5.6

Light Gray, Silty Gravel (GM), with some sand.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13461

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1543

0.0010.010.1110100

22.2

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0003

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-10

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.788.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0003

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

12.0 to 13.5

White, Silty Sand (SM), with a little gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13462

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1544

0.0010.010.1110100

20.5

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0003

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-11

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.775.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0003

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

13.5 to 15.0

White, Sandy Silty Gravel (GM).

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13460

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1545

0.0010.010.1110100

18.5

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0003

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-20

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.747.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0003

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

21.0 to 28.5

Light Brownish Gray, Poorly Graded Silty Sand (SP-SM), with a trace of gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13463

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1546

0.0010.010.1110100

18.1

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0004

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-5

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0004

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

4.5 to 6.0

Light Gray, Sandy Well Graded Silty Gravel (GW-GM).

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13465

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1547

0.0010.010.1110100

20.7

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0004

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-10

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.797.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0004

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

12.0 to 13.1

White, Silty Sand (SM), with some gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13466

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1548

0.0010.010.1110100

16.9

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0004

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-11

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0004

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

13.5 to 13.8

Light Gray, Silty Sand (SM), with some gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13464

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1549

0.0010.010.1110100

24.6

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0004

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-18

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.694.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0004

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

24.0 to 25.5

Light Gray, Silty Sand (SM), with a little gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13467

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1550

0.0010.010.1110100

81.4

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0005

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-1

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0005

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

0.0 to 1.5

Black, Sandy Peaty Muck (OH), with a trace of gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13468

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1551

0.0010.010.1110100

18.6

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0005

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-4

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.680.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0005

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

3.0 to 4.5

Light Gray, Poorly Graded Silty Gravel (GP-GM), with a little sand.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13470

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1552

0.0010.010.1110100

20.0

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0005

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-10

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.743.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0005

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

12.0 to 13.0

Light Gray, Silty Sand (SM), with a little gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13471

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1553

0.0010.010.1110100

24.1

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0005

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-11

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.701.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0005

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

13.5 to 15.0

Light Gray, Poorly Graded Silty Sand (SP-SM), with some gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13469

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1554

0.0010.010.1110100

4.4

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0006

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-3

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0006

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

1.5 to 2.1

Very Pale Brown, Well Graded Silty Gravel (GW-GM), with some sand.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13473

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1555

0.0010.010.1110100

23.5

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0006

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-5

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0006

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

4.5 to 6.0

White, (Visual) Gravelly Silty Sand (SM).

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13475

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1556

0.0010.010.1110100

11.4

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0006

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-7

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.723.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0006

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

7.5 to 7.7

Light Gray, Silty Sand (SM), with some gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13474

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1557

0.0010.010.1110100

22.7

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0006

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-8

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.805.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0006

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

9.0 to 10.1

White, Silty Sand (SM), with some gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13476

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1558

0.0010.010.1110100

26.9

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0006

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-9

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.708.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0006

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

10.5 to 11.1

Light Brownish Gray, (Visual) Clayey Sand (SC), with a trace of gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13477

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1559

0.0010.010.1110100

11.8

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0006

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-10

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.791.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0006

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

12.0 to 12.1

Light Gray, Sandy Poorly Graded Silty Gravel (GP-GM).

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13472

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1560

0.0010.010.1110100

22.9

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0007

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-5

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.770.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0007

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

6.0 to 7.5

White, Silty Clayey Sand (SC-SM), with a little gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13478

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1561

0.0010.010.1110100

22.7

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0007

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-8

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.772.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0007

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

10.5 to 12.0

Light Gray, Silty Sand (SM), with a little gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13480

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1562

0.0010.010.1110100

22.7

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0007

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-13

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.686.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0007

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

19.5 to 21.0

Light Gray, Silty Sand (SM), with a trace of gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13479

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1563

0.0010.010.1110100

14.5

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0008

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-3

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.698.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0008

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

3.0 to 4.5

Light Gray, Gravelly Silty Sand (SM).

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13482

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1564

0.0010.010.1110100

12.6

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0008

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-4

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0008

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

4.5 to 4.9

Light Gray, Gravelly Silty Sand (SM).

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13483

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1565

0.0010.010.1110100

21.6

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0008

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-8

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.751.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0008

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

9.5 to 10.5

White, Silty Sand (SM), with a trace of gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13485

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1566

0.0010.010.1110100

13.3

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0008

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-10

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0008

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

12.0 to 12.2

Light Gray, Silty Gravel (GM), with some sand.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13481

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1567

0.0010.010.1110100

24.6

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0008

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-11

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.788.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0008

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

13.5 to 15.0

White, Silty Sand (SM), with a little gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13484

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1568

0.0010.010.1110100

14.8

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0009

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-3

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.681.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0009

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

3.0 to 4.5

Grayish Brown, Sandy Clayey Silty Gravel (GC-GM).

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13487

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1569

0.0010.010.1110100

14.5

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0009

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-4

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.705.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0009

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

4.5 to 6.0

White, Gravelly Silty Sand (SM).

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13488

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1570

0.0010.010.1110100

26.8

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0009

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-7

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.795.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0009

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

9.0 to 10.5

Light Gray, Silty Sand (SM), with a little gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13490

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1571

0.0010.010.1110100

8.9

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0009

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-10

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0009

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

13.5 to 15.0

Light Gray, Sandy Silty Gravel (GM).

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13486

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1572

0.0010.010.1110100

16.0

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0009

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-16

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.644.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0009

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

22.5 to 24.0

Light Gray, Silty Sand (SM), with a little gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13489

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1573

0.0010.010.1110100

46.2

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0010

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-3

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0010

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

3.0 to 4.5

Black, Organic Silt (OH), with some sand and some gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13491

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1574

0.0010.010.1110100

19.1

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0010

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-4

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.697.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0010

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

4.5 to 6.0

Gray, Sandy Silty Gravel (GM).

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13492

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1575

0.0010.010.1110100

20.4

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0010

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-10

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.775.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0010

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

13.5 to 15.0

White, Silty Sand (SM), with a trace of gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13493

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1576

0.0010.010.1110100

13.2

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0010

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-19

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.655.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0010

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

27.0 to 28.5

Light Gray, Silty Sand (SM), with some gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13494

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1577

0.0010.010.1110100

15.0

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0011

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-4

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.669.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0011

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

4.5 to 6.0

Light Gray, Clayey Sand (SC), with some gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13496

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1578

0.0010.010.1110100

32.2

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0011

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-8

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.785.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0011

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

10.5 to 12.0

Light Gray, Silty Sand (SM), with a trace of gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13500

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1579

0.0010.010.1110100

21.0

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0011

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-10

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.776.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0011

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

13.5 to 15.0

Light Gray, Silty Sand (SM), with a trace of gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13495

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1580

0.0010.010.1110100

17.1

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0011

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-22

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.684.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0011

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

31.5 to 33.0

Light Brownish Gray, Poorly Graded Silty Sand (SP-SM), with a trace of gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13497

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1581

0.0010.010.1110100

23.4

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0011

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-23

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.689.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0011

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

33.0 to 34.5

Light Gray, Poorly Graded Silty Sand (SP-SM).

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13498

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1582

0.0010.010.1110100

11.0

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0011

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-66

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.688.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0011

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

98.0 to 100.0

Light Gray, Silty Sand (SM), with a trace of gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13499

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1583

0.0010.010.1110100

7.5

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0012

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-4

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0012

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

4.5 to 6.0

Gray, Silty Gravel (GM), with some sand.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13501

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1584

0.0010.010.1110100

20.3

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0012

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-13

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.719.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0012

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

18.0 to 19.5

Light Gray, Poorly Graded Silty Sand (SP-SM), with a little gravel.

Nat w%

40 50 703 2 1.5 1 3/4 1/2

Project

Lab No.

0.5

K3/13502

Other tests, when reported, were conducted in general accordance with

SECTION 00 31 32 Page 1585

0.0010.010.1110100

20.2

HYDROMETER

GRAIN SIZE IN MILLIMETERS

CP-19-EAARS-CB-0012

COBBLES

FINE

100 140 200

Depth (ft) Classification

DEPARTMENT OF THE ARMY, SAVANNAH DISTRICT, ENVIRONMENTAL AND MATERIALS UNIT

U.S. STANDARD SIEVE NUMBERS

WORK ORDER: 1237e

EAA A2 Reservoir Project

ASTM D2487

3/8 3 4

0.05 0.005

U.S. STANDARD SIEVE OPENING IN INCHES

MEDIUM

SAND

COARSE

6 14

Hole No.

Soil Testing Florida

GRAVEL

S-23

500 50 5

REQUISITION: W33SJG92553355

P E

R C

E N

T C

O A

R S

E R

B Y

W E

GRADATION CURVES

Specific Gravity of Total Sample = 2.746.

CORPS OF ENGINEERS, 200 N. COBB PARKWAY, BLDG 400 SUITE 404, MARIETTA, GA. 30062

CP-19-EAARS-CB-0012

P E

R C

E N

T F

R B

Y W

H T

Sample No.

Date

FINE COARSE

SILT OR CLAY

4/17/20

33.0 to 34.5

Light Gray, Poorly Graded Silty Sand (SP-SM), with a little gravel.

Nat w%

40 50 703 2…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 11, 2022.