BCWPA C-11-REPACK_CNT2_GDR_FINAL USACE_20230929_DRAFT (2 of 6).pdf

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Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

APPENDIX B

Available Laboratory Data

DRAFTBB

oratory Datatory Da

Comprehensive Everglades Restoration Project, Broward County Water Preserve Areas: C-11 Impoundment, Broward County, Florida

Appendix B Table of Contents

Parsons Brinkerhoff Douglas & Quade, Inc.; Index Testing ……………………………………………………………………………..…… 1

Challenge Engineering and Testing; Test Pit Summary ……………………………………………………………………………………… 9

MACTEC; Index Testing ………………………………………………………………………………………………………………………... 10

Meskel & Associates, Inc.; Index Testing ……………………………………………………………………………………………………

Ardaman & Associates, Inc.; Gradation Curves ……………………………………………………………………………………………… 26

Parsons Brinkerhoff Douglas & Quade, Inc.; Gradation Curves ……………………………………………………………………………. 28

MACTEC; Gradation Curves ………………………………………………………………………………………………………………….. 168

Challenge Engineering and Testing; Gradation Curves …………………………………………………………………………………

Meskel & Associates, Inc.; Gradation Curves ………………………………………………………………………………………………. 264

MACTEC; Permeability …………………………………………………………………………………………………………………………457

Parsons Brinkerhoff Douglas & Quade, Inc.; Moisture Density Curves ………………………………………………………………….. 463

MACTEC; Moisture Density Curves ……………………………………………………………………………………………..………..…. 467

Parsons Brinkerhoff Douglas & Quade, Inc.; Triaxial Tests …………………………………………………………………….…………. 471

MACTEC; Triaxial Tests …………………………………………………………………………………………………………………….… 475

Parsons Brinkerhoff Douglas & Quade, Inc.; Rock Core Data ……………………………………………………………………………. 483

Ardaman & Associates, Inc.; Rock Core Data ………………………………………………………………………………………………. 486

MACTEC; Stress Strain Curves ………………………………………………………………………………………………………………. 487

Supplemental Laboratory Data ………………………………………………………………………………………………….…………..…510

DRAFT

…………………………………………….. 168………………………………

………………………………………………….... 254………………………………………………

…………………………………………………………. …………………………………………………………. 2 ves …………………………………………………………………………………… ests …………………………………………………………ests …………………………………………

; Rock Core Data ………………………………………ta ……………………………………… re Data ……………………………………………………e Data …………………………………

Data ………………………………………………………Data ………………………………………………… ab le 3.

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Resistivity (Ohm-cm) pH Sulfate

(ppm) Chloride

(ppm)

1 0-2.2 PT 14.7 71.1 2.649 4.5 --- --- --- ---

3 4-6 LIMESTONE 17.4 25.8 2.753 --- --- --- --- ---

1 0-2 PT --- --- --- 58.5 --- --- --- ---

4 4-6 LIMESTONE 20.7 19.2 2.715 --- --- --- --- ---

10 13-15 LIMESTONE 8.7 11.9 2.662 --- --- --- --- ---

1 0-2 PT 25.5 99.9 2.593 6.2 --- --- --- ---

6 12-14 LIMESTONE 17.6 21.7 2.680 --- --- --- --- ---

1 0-3 PT --- --- --- 55.8 --- --- --- ---

2 3-4 SC 42.8 68.8 2.640 --- --- --- --- ---

5 6-8 LIMESTONE 6.8 22.3 2.699 --- --- --- --- ---

6 6-8 LIMESTONE --- --- 2.615 --- --- --- --- ---

13 19.8-21.8 SP-SM 6.9 --- 2.586 --- --- --- --- ---

1 0-2 PT --- --- --- 64.4 --- --- --- ---

2 2-3.5 MH 79.0 350.3 2.826 --- --- --- --- ---

6 6-8 LIMESTONE 16.7 --- 2.666 --- --- --- --- ---

1 0-1.4 PT 16.3 41.0 2.506 9.7 --- --- --- ---

4 3.5-5.5 LIMESTONE --- --- N/A --- --- --- --- ---

3 2-4 LIMESTONE 10.4 21.6 2.739 --- --- --- --- ---

10 15.2-17.2 SP-SM 7.9 17.8 2.690 --- --- --- --- ---

1 0-2 PT 15.7 40.4 --- 9.1 N/A N/A N/A N/A

2 2-4 LIMESTONE 8.5 19.9 --- --- 6800.0 8.6 54.0 120.0

5 7-9 LIMESTONE --- --- N/A --- --- --- --- ---

10 17-19 LIMESTONE 2.8 11.8 2.571 --- --- --- --- ---

4 4-6 LIMESTONE 20.0 22.8 2.713 --- --- --- --- ---

6 8-10 LIMESTONE --- --- N/A --- --- --- --- ---

1 0-2 PT 0.7 468.4 2.529 38.2 --- --- --- ---

3 4-6 LIMESTONE 20.0 17.7 2.616 --- --- --- --- ---

4 4-6 LIMESTONE 22.1 24.5 2.763 --- --- --- --- ---

8 12-14 LIMESTONE 17.1 23.9 2.711 --- --- --- --- ---

3 2-4 LIMESTONE 9.1 22.9 N/A --- 5100.0 8.5 147.0 90.0

6 8-10 LIMESTONE --- --- 2.656 --- --- --- --- ---

14 23-25 SP-SM 9.5 21.4 2.670 --- --- --- --- ---

2 2-4 PT 3.0 561.8 --- 23.9 1800.0 8.1 207.0 150.0

4 6-8 LIMESTONE 10.9 19.1 2.665 --- 4400.0 8.4 120.0 90.0

12 22-24 SP-SM 10.0 20.8 2.667 --- --- --- --- ---

CP18-BCWPA-CB-05

CP18-BCWPA-CB-06

CP18-BCWPA-CB-07

CP18-BCWPA-CB-08

CP18-BCWPA-CB-09

Corrosion Series

CP18-BCWPA-CB-01

CP18-BCWPA-CB-02

CP18-BCWPA-CB-03

CP18-BCWPA-CB-04

Sample Depth (ft)

Specific Gravity

Organic Content

% minus 200 % MoistureBoring Designation Sample

No. USCS

CP18-BCWPA-CB-12

CP18-BCWPA-CB-11

CP18-BCWPA-CB-10

TABLE 2A

Geotechnical Laboratory Summary

Meskel and Associates Engineering, PLLC Core Borings and Laboratory Testing at the C-11 Impoundment

Broward County, Florida 5/21/2019

CP18-BCWPA-CB-14

CP18-BCWPA-CB-13

D2 2-42-4

4 6-86-8

1212 22

1414 DDDDR3 2-4-4 LIMESTON

6 8-100 LIMES

14 23-2525

-BCWPA-CB-13-BCWPA-C DDRDRDR4 4-64-6 LIMESTONEMESTONE

8 12-1412-14 LIMESTONETONE

-BCWPA-CB-12-BCWPA- DDRDRRDR11

DR0.7

DRPT

DR0-2

33 4-6 LIMESTONELIMESTO 20

-CB-11CB-11

DDRDRRR---

DRLIMESTONELIME

DR8-10-10

DR6

DRDDRDRRRR20.020.0

DRLIMESTONELIMESTONE

DR4-64-6

DR4

DRDRRRRA11.811.8RA2.82.8RALIMESTONEESTONER17-1917- R0 RRRARARA------RA---RALIMESTONEONER7-97- RRRRARAARA19.919.RA8.5RALIMESTONENER2-42-4 RRARAAA--

RA40.44

RA15.7

RAPT

R

RRARAAA2.690

RA17.817

RA7.9

RASP-SMSP-SM

RARRARAAAA2.739

RA21.621.6

RA10.4

RALIMESTONEMES

RARAAAA------AN/AN/A

RA---RA---

RAESTONE

RARAAAAF9.7AF2.5062.506AF41.00A16.36.3 AFAAAFAFFAF----AF2.666AF------A16.716.7 AAAAFAFFF---AF------AF2.826AF350.335A79.079.0 AAFAFFF---

AF64.464

AF---

AF---

A

AAFAFFFF---

AF---AF2.586.586

AF---

AAAFAFFFFT---FT---

AFT-----

AF2.6152.615

AF---

AAAFAFFTFTFT---FT---

AFT------

AF2.6992.6

AF22.3 T

AFAFFTFTTT-FT---FT---FT----F2.640 F8.8.8 FFFTFTTT-----FT---FT---FT55.8F---- FTFFFTFTTTT------

FT---FT---

FT---

F 2.6802.680

FFTFTTTT---T-----

FT---FT---

FT6.2

F 593593

FFTFTTTT---T---

FT------

FT---

FT---

FFFTFTTTT--T---

FT------

FT---

FT------

FTFTTTT---T---T--- T.5.5 TTTTT---T---T------ TTTTT

T

T ity ity m-cm)m-cm) pH

T CorCor

TTTTTTTFTFTFTFTFTFT

AFAFAFAFAFARARARARARARARDRDRDRDRDRDRDDDDDD

(ppm) Chloride

(ppm)

Corrosion SeriesSample Depth (ft)

Specific Gravity

Organic Content

% minus 200 % MoistureBoring Designation Sample

No. USCS

TABLE 2A

Geotechnical Laboratory Summary

Meskel and Associates Engineering, PLLC Core Borings and Laboratory Testing at the C-11 Impoundment

Broward County, Florida 5/21/2019

3 4-6 LIMESTONE 16.0 18.6 2.729 --- --- --- --- ---

5 8-10 LIMESTONE --- --- 2.576 --- --- --- --- ---

1 0-2 PT --- --- --- 67.0 --- --- --- ---

4 4-6 LIMESTONE 12.1 25.3 2.743 --- --- --- --- ---

3 2-4 LIMESTONE 21.0 27.1 2.711 --- --- --- --- ---

7 10-12 LIMESTONE --- --- N/A --- --- --- --- ---

1 0-2 SP-SM N/A 6.3 2.724 --- 13000.0 8.8 51.0 210.0

3 4-6 LIMESTONE N/A 15.8 2.739 --- 6200.0 8.9 129.0 180.0

7 12-14 SM 20.2 N/A 2.683 --- --- --- --- ---

3 4-6 LIMESTONE 13.6 16.3 2.663 --- --- --- --- ---

6 10-10.75 LIMESTONE --- --- 2.660 --- --- --- --- ---

1 0-2 PT 16.0 66.7 --- 16.6 N/A N/A N/A N/A

3 2.25-4 LIMESTONE N/A 24.5 2.689 --- 7300.0 9.4 42.0 90.0

8 10.25-12.25 LIMESTONE --- --- N/A --- --- --- --- ---

2 2-4 PT 23.0 87.7 2.338 23.2 --- --- --- ---

3 6-7 LIMESTONE 25.7 14.6 2.690 --- --- --- --- ---

5 12-13.8 LIMESTONE --- --- N/A --- --- --- --- ---

6 6-8 LIMESTONE 15.3 16.5 2.729 --- --- --- --- ---

10 13.1-15.1 LIMESTONE 14.2 15.2 2.678 --- --- --- --- ---

4 2-4 PT --- 379.4 N/A 79.4 --- --- --- ---

7 6-8 LIMESTONE 19.2 22.7 2.708 --- --- --- --- ---

11 12.75-14.75 LIMESTONE 13.8 12.8 2.654 --- --- --- --- ---

1 0-2 LIMESTONE N/A 9.8 2.658 --- 5600.0 8.3 84.0 120.0

3 4-6 LIMESTONE 14.8 25.5 2.647 --- N/A N/A N/A N/A

6 10.5-12.5 LIMESTONE 18.5 18.7 --- --- --- --- --- ---

1 0-2 SP-SM N/A 7.8 2.662 --- 8100.0 8.4 48.0 90.0

3 4-4.9 LIMESTONE N/A 24.3 2.596 4.0 N/A N/A N/A N/A

2 2-4 LIMESTONE 7.6 15.5 2.679 --- 8900.0 8.4 42.0 90.0

5 8-10 LIMESTONE --- --- 2.683 --- --- --- --- ---

1 0-2 SM 27.3 11.9 2.647 --- 4400.0 8.5 63.0 120.0

3 4-6 LIMESTONE 28.9 21.6 2.670 --- N/A N/A N/A N/A

1 0-2 PT 18.7 74.3 --- 14.3 7000.0 8.7 72.0 90.0

4 4-5.5 LIMESTONE 5.7 18.8 2.715 --- N/A N/A N/A N/A

6 7.5-9.5 LIMESTONE --- --- N/A --- --- --- --- ---

1 0-2 PT 24.0 98.3 --- 6.7 4100.0 8.7 120.0 120.0

2 2-4 LIMESTONE 8.5 23.5 2.705 --- N/A N/A N/A N/A

6 9-11 LIMESTONE --- --- N/A --- --- --- --- ---

11 19-21 LIMESTONE 5.3 12.5 2.639 --- --- --- --- ---

CP18-BCWPA-CB-20

CP18-BCWPA-CB-19

CP18-BCWPA-CB-18

CP18-BCWPA-CB-29

CP18-BCWPA-CB-28

CP18-BCWPA-CB-27

CP18-BCWPA-CB-26

CP18-BCWPA-CB-25

CP18-BCWPA-CB-24

CP18-BCWPA-CB-23

CP18-BCWPA-CB-22

CP18-BCWPA-CB-17

CP18-BCWPA-CB-16

CP18-BCWPA-CB-15

CP18-BCWPA-CB-21

D22DD11DDD1 0-22

4 4-5.54-5.5

6 7.5-9.7.5-9.

-CB-28-CB-28 DDDDR1 0-2-2 SM

3 4-66 LIMES

18-BCWPA-CB-2718-BCWPA DDRDRDR2 2-42-4 LIMESTONEMESTONE

5 8-108-10 LIMESTONETONE

-BCWPA-CB-26-BCWPA- DDRDRRDR11 0-2 SP-SMS N/A

33 4-4.94 LIMESTONELIMEST N/

-CB-25CB-25

DDRDRRDR6 10.5-12.55-12.5 LIMESTONELIME 18.5

DDRDRRRDR3 4-64-6 LIMESTONELIMESTONE 14.814.8

DRDRRRRA1 0-20- LIMESTONEESTONE N/AN/A 9.89.8RRRARARA12.75-14.7512.75- LIMESTONEONE 13.8 12.812.8RRRARAARA6-86-8 LIMESTONENE 19.2 22.722RRARAARA44 PT --- 379.43 N/A

RRARAARALIMESTONELIMESTONE 14.2 15.215 2.678

RRARAAARALIMESTONEMES 15.3 16.516.5 2.729

RARAAARAESTONE --- --- N/AN/A ------

RARAAAAFONE 25.75.7 14.66 2.6902.690 ---AAAFAFFAF23.023.0 87.787.7 2.338 23.23.2AAAFAFFAF------ --- N/A ------ ---AAFAFFAFN/AN/A 24.5 2.689 ----- 7300.0

AAFAFFFAF66.7 ----- 16.6 N/A

AAFAFFFAFT

ity ity m-cm)m-cm) pH

CorCor

TTT

.0.0 --- --- ---

/A/A --- --- --- ----- ---

2.7242.724 --- 13000.0 8.8 51.051.0 2

2.7392.7 --- 6200.0 8.9 129.029.0

/A/A 2.683 ---- --- --- -

16.3 2.6632.6 ------ --- ---

--- 2.6602.660 ----- --- ---

AAFAFFTFTTTTTTTFTFTFTFTFTFT

AFAFAFAFAFARARARARARARARDRDRDRDRDRDRDDDDDDD

(ppm) Chloride

(ppm)

Corrosion SeriesSample Depth (ft)

Specific Gravity

Organic Content

% minus 200 % MoistureBoring Designation Sample

No. USCS

TABLE 2A

Geotechnical Laboratory Summary

Meskel and Associates Engineering, PLLC Core Borings and Laboratory Testing at the C-11 Impoundment

Broward County, Florida 5/21/2019

1 0-2 LIMESTONE --- --- --- --- 9300.0 8.6 60.0 120.0

3 4-6 SM 22.6 23.5 2.622 --- --- --- --- ---

6 10-12 LIMESTONE 13.3 12.7 2.630 --- --- --- --- ---

10 19-21 SP-SM 9.7 18.9 --- --- --- --- --- ---

3 2-4 LIMESTONE 9.6 27.0 2.731 --- 10200.0 8.8 63.0 240.0

5 5-7 LIMESTONE --- --- N/A --- --- --- --- ---

9 13-15 LIMESTONE 7.6 10.0 2.668 --- --- --- --- ---

4 2.2-4 LIMESTONE N/A 19.3 2.696 --- N/A N/A N/A N/A

6 6-8 LIMESTONE --- --- N/A --- --- --- --- ---

8 10-12 SP 2.8 23.8 2.691 --- --- --- --- ---

16 25.23-27.25 SP 3.5 16.9 2.661 --- --- --- --- ---

3 2-4 LIMESTONE 5.5 9.0 2.654 --- 8900.0 8.8 63.0 180.0

6 7.3-8 LIMESTONE 18.2 13.2 --- --- --- --- --- ---

10 12-14 SP-SM 9.1 15.2 2.659 --- --- --- --- ---

21 32.8-34.8 SM 35.5 28.1 --- --- --- --- --- ---

2 2-4 LIMESTONE 5.4 8.1 2.689 --- 18000.0 9.3 9.0 90.0

6 10-12 LIMESTONE 16.3 13.6 2.677 --- --- --- --- ---

11 20-22 SP-SM 10.4 8.7 2.679 --- --- --- --- ---

19 36-38 LIMESTONE 8.0 15.0 2.654 --- --- --- --- ---

2 2-4 LIMESTONE 9.9 9.1 2.684 --- 7000.0 8.7 0.0 240.0

5 8-10 LIMESTONE 8.6 12.0 2.671 --- --- --- --- ---

7 12.25-14.25 SP-SM --- --- 2.663 --- --- --- --- ---

15 28.25-30.25 SP-SM 7.4 18.0 2.656 --- --- --- --- ---

2 2-4 PT --- 20.8 2.639 1.5 --- --- --- ---

3 4-6 LIMESTONE 8.1 19.0 2.710 --- 1200.0 9.1 0.0 210.0

6 10.25-12.25 LIMESTONE --- --- 2.631 --- --- --- --- ---

9 16.25-18.25 LIMESTONE 9.6 12.9 2.629 --- --- --- --- ---

19 37.25-39.25 LIMESTONE --- --- 2.629 --- --- --- --- ---

3 6-8 SP-SM N/A 36.9 2.435 11.9 2000.0 7.7 207.0 18.0

5 12-14 LIMESTONE 5.1 20.6 2.613 --- 1800.0 8.1 189.0 120.0

8 20-22 LIMESTONE 11.0 11.9 2.675 --- --- --- --- ---

17 38-40 LIMESTONE 6.2 16.3 2.636 --- --- --- --- ---

1 0-2 PT 16.6 24.0 N/A 9.6 --- --- --- ---

3 2.5-4 LIMESTONE 23.3 19.6 2.655 --- --- --- --- ---

7 9-11 LIMESTONE --- --- N/A --- --- --- --- ---

CP18-BCWPA-CB-39

CP18-BCWPA-CB-36

CP18-BCWPA-CB-35

CP18-BCWPA-CB-34

CP18-BCWPA-CB-33

CP18-BCWPA-CB-32

CP18-BCWPA-CB-31

CP18-BCWPA-CB-30

CP18-BCWPA-CB-37

D1 0-20-2

3 2.5-42.5-4

3939 DDDDR3 6-86-8 SP-SMSM

5 12-14-14 LIMESTON

8 20-2222 LIMES

17 38-4040 L

18-BCWPA-CB-3718-BCWPA DDRDRRDR3

DR10.25-12.25.25 R8.1

DRLIMESTONELIME

DR4-64-6 RLIMESTONELIM ---

99 16.25-18.2516.2 LIMESTONELIMEST 9

19 37.25-39.2537.25-39 LIMESTONEMESTONE

B-36-36

DDRDRRRR------

DRPTPT

DR2-42-4

DR2

DRDRRRRA18.018.0RA7.47.4RASP-SMP-SMR28.25-30.2528.25- R5 RRRARARA------RA---RASP-SMMR12.25-14.2512.25- RRRRARAARA12.012.RA8.6RALIMESTONENER8-108-10 RRARAAA2.68

RA9.19

RA9.9

RALIMESTONETONE

R

RRARAAA2.654

RA15.015

RA8.0

RALIMESTONELIMESTONE

RARRARAAAA2.679

RA8.78.7

RA10.4

RASP-SMS

RARAAAA------A2.6772.677

RA13.66

RA16.33

RAESTONE

RARAAAAF---AF2.6892.689AF8.1A5.4.4 AONE FAAAFAFFAF----AF---AF28.128.1A35.535.5 AAAAFAFFF---AF------AF2.659AF15.215A9.19.1 AAFAFFF---

AF-----

AF---

AF13.2

A 18.218.2

AAFAFFFF8900.0

AF---AF2.654.654

AF9.0

AAAFAFFFFT---FT---

AFT-----

AF2.6612.661

AF16.9

AAAFAFFTFTFT---FT---

AFT------

AF2.6912.6

AF23.8 T

AFAFFTFTTT-FT---FT---FT----FN/A F-- FFFTFTTTN/AN/AFTN/AFTN/AFT---F2.6962.6 FTFFFTFTTTT------

FT---FT---

FT---

F 2.6682.668

FFTFTTTT---T-----

FT---FT---

FT---

F /A/A

FFTFTTTT240.0T63.0

FT8.88.8

FT10200.0

FT---

FFFTFTTTT--T---

FT------

FT---

FT------

FTFTTTT---T---T--- T---T---T------ T

9300.09300.0 8.6 6

T ity ity m-cm)m-cm) pH

CorCor

TTTTTTTTTTTFTFTFTFTFTFT

AFAFAFAFAFARARARARARARARDRDRDRDRDRDRDDDDDD

(ppm) Chloride

(ppm)

Corrosion SeriesSample Depth (ft)

Specific Gravity

Organic Content

% minus 200 % MoistureBoring Designation Sample

No. USCS

TABLE 2A

Geotechnical Laboratory Summary

Meskel and Associates Engineering, PLLC Core Borings and Laboratory Testing at the C-11 Impoundment

Broward County, Florida 5/21/2019

2 2-4 LIMESTONE 23.4 34.5 2.699 --- --- --- --- ---

7 12-14 SP-SM 10.2 13.6 2.671 --- --- --- --- ---

1 0-2 PT 17.6 39.1 2.504 18.0 --- --- --- ---

2 2-3.5 SC 26.6 38.8 2.633 --- --- --- --- ---

6 8-10 LIMESTONE 0.1 --- N/A --- --- --- --- ---

2 1-2 LIMESTONE 23.9 33.7 2.647 --- --- --- --- ---

4 4-6 LIMESTONE 16.6 19.6 2.686 --- --- --- --- ---

1 0-2 PT 18.0 58.4 N/A 33.2 --- --- --- ---

4 4-6 LIMESTONE 1.1 20.4 2.719 --- --- --- --- ---

7 10-12 SM 14.8 17.1 2.677 --- --- --- --- ---

3 4-6 LIMESTONE 11.0 18.7 2.683 --- --- --- --- ---

7 12-14 LIMESTONE 19.7 12.5 2.675 --- --- --- --- ---

14 25.75-27.75 SP-SM 6.4 16.8 2.693 --- --- --- --- ---

4 2-4 LIMESTONE 26.2 35.7 2.719 --- --- --- --- ---

6 6-8 LIMESTONE --- --- N/A --- --- --- --- ---

4 4-6 LIMESTONE 14.1 20.4 2.727 --- --- --- --- ---

8 12-14 LIMESTONE 8.2 10.1 2.696 --- --- --- --- ---

1 0-1.5 PT 21.7 53.8 N/A 37.1 --- --- --- ---

3 2-4 LIMESTONE 24.4 32.3 2.692 --- --- --- --- ---

5 6-8 LIMESTONE --- --- N/A --- --- --- --- ---

1 0-2 PT --- 603.9 N/A 76.3 --- --- --- ---

5 5-6 LIMESTONE 16.2 15.4 2.673 --- --- --- --- ---

8 10-12 LIMESTONE 9.1 11.3 2.699 --- --- --- --- ---

3 2-4 LIMESTONE 18.3 17.1 2.700 --- --- --- --- ---

5 6-8 LIMESTONE 2.8 --- N/A --- --- --- --- ---

CP18-BCWPA-CB-40

CP18-BCWPA-CB-49

CP18-BCWPA-CB-48

CP18-BCWPA-CB-47

CP18-BCWPA-CB-41

CP18-BCWPA-CB-42

CP18-BCWPA-CB-43

CP18-BCWPA-CB-44

CP18-BCWPA-CB-45

CP18-BCWPA-CB-46

5 6-86-8 LIMESTONELIME 2.8

DDRRDRRRR18.318.3

DRLIMESTONELIMESTONE

DR3 2-42-4

DRDRRRRA11.311.3RA9.19.1RALIMESTONEESTONER8 10-1210- RRRARARA15.415.4RA16.2RALIMESTONEONER5-65- RRRARAARA603.9603RA---RAPTR0-20-2 RRARAAAN/A

RA---RA---

RALIMESTONETONE

R

RRARAAA2.692

RA32.332.

RA24.4

RALIMESTONELIMESTONE

RARRARAAAA33AN/A

RA53.853.8

RA21.7

RAPT

RARAAAA------A2.6962.696

RA10.11

RA8.22

RAESTONE

RARAAAAF---AF2.7272.727AF20.44A14.14.1 AONE FAAAFAFFAF----AFN/AAF------A------ AAAAFAFFF---AF------AF2.719AF35.73A26.226.2 AAFAFFF---

AF-----

AF2.693

AF16.8

A 6.46.4

AAFAFFFF---

AF---AF2.675.675

AF12.5

AAAFAFFFFT---FT---

AFT-----

AF2.6832.683

AF18.7

AAAFAFFTFTFT---FT---

AFT------

AF2.6772.6

AF17.1 T

AFAFFTFTTT-FT---FT---FT---F2.719 F0.40.4 FFFTFTTT-----FT---FT---FT33.2FN/AN/ FTFFFTFTTTT------

FT---FT---

FT---

F 2.6862.686

FFTFTTTT---T-----

FT---FT---

FT---

F 647647

FFTFTTTT---T---

FT------

FT---

FT---

FFFTFTTTT--T---

FT------

FT---

FT------

FTFTTTT---T---T--- T.0.0 T---T---T------ T

T

T ity ity m-cm)m-cm) pH

CorCor

TTTTTTTTTTTFTFTFTFTFTFT

AFAFAFAFAFARARARARARARARDRDR

CP18-BCWPA-HA-01 1 0.0 PT 65.8

CP18-BCWPA-HA-02 1 0.0 PT 66.6

CP18-BCWPA-HA-03 1 0.0 PT 64.6

CP18-BCWPA-HA-04 1 0.0 PT 73.2

CP18-BCWPA-HA-06 1 0.0 PT 75.5

CP18-BCWPA-HA-07 1 0.0 SP 1.3

CP18-BCWPA-HA-08 1 0.0 PT 69.3

CP18-BCWPA-HA-09 2 0.5 PT 2.6

CP18-BCWPA-HA-11 1 0.0 PT 24.0

CP18-BCWPA-HA-12 1 0.0 PT 18.7

CP18-BCWPA-HA-13 1 0.0 PT 48.8

CP18-BCWPA-HA-14 1 0.0 CL 11.7

CP18-BCWPA-HA-15 1 0.0 PT 63.4

CP18-BCWPA-HA-16 1 0.0 PT 68.3

CP18-BCWPA-HA-17 1 0.0 PT 28.5

CP18-BCWPA-HA-18 1 0.0 PT 82.1

CP18-BCWPA-HA-19 1 0.0 PT 57.6

CP18-BCWPA-HA-20 1 0.0 PT 82.1

CP18-BCWPA-HA-21 1 0.0 PT 58.3

CP18-BCWPA-HA-22 1 0.0 PT 58.7

CP18-BCWPA-HA-23 2 0.9 SP-SM 5.9

CP18-BCWPA-HA-24 4 2.0 SP-SM 6.8

CP18-BCWPA-HA-25 1 0.0 PT 75.8

CP18-BCWPA-HA-26 1 0.0 PT 69.7

CP18-BCWPA-HA-27 1 0.0 PT 79.8

CP18-BCWPA-HA-28 1 0.0 PT 57.4

CP18-BCWPA-HA-29 1 0.0 PT 73.7

CP18-BCWPA-HA-30 1 0.0 PT 7.3

CP18-BCWPA-HA-31 1 0.0 PT 31.1

CP18-BCWPA-HA-32 1 0.0 PT 74.7

CP18-BCWPA-HA-33 2 1.0 SM 2.1

CP18-BCWPA-HA-35 1 0.0 PT 66.7

5/21/2019

TABLE 2B

Geotechnical Laboratory Summary

Meskel and Associates Engineering, PLLC Hand Auger and Laboratory Testing at the C-11 Impoundment

Broward County, Florida

Hand Auger Designation Sample No. Sample Depth (ft) USCS Organic Content (%)

DCP18-BCWPA-HA-35CP18-BCWPA-HA-35DDRCP18-BCWPA-HA-29HA-29 11

CP18-BCWPA-HA-3030 11

CP18-BCWPA-HA-31 1

CP18-BCWPA-HA-32

CP18-BCWPA-HA-33CP1 DDRRDRCP18-BCWPA-HA-28CP18-BCWPA-HA-28 11

DRRDRCP18-BCWPA-HA-27CP18-BCWPA-H 1

DRRDR18-BCWPA-HA-266 1

DRRDRBCWPA-HA-25A-25 11 0.00.0

DRRRAWPA-HA-24-HA-24 44 2.02.0RRARA-HA-23-HA-23 22 0.99RRARAA-22A-22 1 0.0.0RRAARA11 0.00.0

RRAARA11 0.00.0 PT

RRAARA11 0.00.0 PT

RRAARA1 0.00 PTPT

RAAARAF1 0.0 PTPT

RAAFAFAF0.00 PTAAFAFAF0.00.0 PT 6AAFAFAF0.00 CLCL 11.7

AFAFAF0.0 PTPT 48.8

AFAFAF0.0 PTPT 18.7

AFAFAFT65.865.8

66.6.6 64.6

PTPT 73.2

PTPT 75.5

SP 1.3

PT 69.3

PT 2.6

0.0 PT 24.0

nic Content (%)nic Conte

T

AFAFTTTTTFTFTFTFTFT

AFT

AFAFAFAFAFAF

RARARARARARARARDRDRDRDRDRDRDDDD

5/21/2019

TABLE 2B

Geotechnical Laboratory Summary

Meskel and Associates Engineering, PLLC Hand Auger and Laboratory Testing at the C-11 Impoundment

Broward County, Florida

Hand Auger Designation Sample No. Sample Depth (ft) USCS Organic Content (%)

CP18-BCWPA-HA-36 1 0.0 PT 40.3

CP18-BCWPA-HA-37 1 0.0 PT 57.7

CP18-BCWPA-HA-38 1 0.0 PT 44.7

CP18-BCWPA-HA-39 1 0.0 SP-SM 9.1

CP18-BCWPA-HA-40 1 0.0 PT 10.8

CP18-BCWPA-HA-41 3 3.3 LIMESTONE 4.4

CP18-BCWPA-HA-42 1 0.0 PT 40.4

CP18-BCWPA-HA-43 1 0.0 PT 66.6

CP18-BCWPA-HA-44 3 2.3 LIMESTONE 3.2

CP18-BCWPA-HA-45 2 0.5 LIMESTONE 7.4

CP18-BCWPA-HA-47 3 1.0 LIMESTONE 2.0

CP18-BCWPA-HA-48 2 0.7 SM 3.9

CP18-BCWPA-HA-49 2 0.5 LIMESTONE 4.4

CP18-BCWPA-HA-50 2 0.5 SP-SM 3.9

CP18-BCWPA-HA-51 1 0.0 SP-SM 8.3

CP18-BCWPA-HA-52 1 0.0 SP 4.9

CP18-BCWPA-HA-53 1 0.0 SP 8.2

CP18-BCWPA-HA-54 1 0.0 SP-SM 11.1

CP18-BCWPA-HA-55 2 1.0 SP-SM 15.6

CP18-BCWPA-HA-56 5 4.5 CL 2.2

CP18-BCWPA-HA-57 2 0.6 SP-SM 3.1

CP18-BCWPA-HA-58 2 0.8 SP-SM 3.4

CP18-BCWPA-HA-59 1 0.0 PT 47.4

CP18-BCWPA-HA-60 1 0.0 PT 74.2

CP18-BCWPA-HA-61 1 0.0 PT 62.5

CP18-BCWPA-HA-62 1 1.0 PT 43.7

CP18-BCWPA-HA-63 1 0.0 PT 72.0

CP18-BCWPA-HA-64 1 0.0 PT 55.2

CP18-BCWPA-HA-65 1 0.0 PT 61.3DRCP18-BCWPA-HA-63HA-63 11

CP18-BCWPA-HA-6464 11

CP18-BCWPA-HA-65 1DDRRDRCP18-BCWPA-HA-62CP18-BCWPA-HA-62 11

DRRDRCP18-BCWPA-HA-61CP18-BCWPA-H 1

DRRDR18-BCWPA-HA-600 1

DRRDRBCWPA-HA-59A-59 11 0.00.0

DRRRAWPA-HA-58-HA-58 22 0.80.8RRARA-HA-57-HA-57 22 0.66RRARAA-56A-56 5 4.5.5RRAARA22 1.01.0

RRAARA11 0.00.0 SP-S

RRAARA11 0.00.0 SP

RRAARA1 0.00 SPSP

RAAARAF1 0.0 SP-SMSP-SM

RAAFAFAF0.55 SP-SMAAFAFAF0.50.5 LIMESTONENE 4AAFAFAF0.70 SMM 3.9

AFAFAF1.0 LIMESTONEMESTON 2.0

AFAFAF0.5 LIMESTONELIMESTONE 7.4

AFAFAFT

nic Content (%)nic Conte

TT40.340.3

57.7.7 44.7

P-SMP-SM 9.1

PTPT 10.8

LIMESTONELIME 4.4

PT 40.4

PT 66.6

2.3 LIMESTONELIMESTONE 3.2

AFAFTTTTTFTFTFTFTFT

AFT

AFAFAFAFAFAF

RARARARARARARARDRDRDRDRDRDRD

CP18-BCWPA-CB-04 2 3-4 SC 53.3 27.7 25.6

CP18-BCWPA-CB-06 2 2-3.5 MH 123.4 99.4 24.0

CP18-BCWPA-CB-18 3 4-6 LIMESTONE N/A N/A N/A

CP18-BCWPA-CB-30 3 4-6 SM NP NV NV

CP18-BCWPA-CB-30 6 10-12 LIMESTONE 42.3 18.6 23.7

CP18-BCWPA-CB-33 6 7.3-8 LIMESTONE N/A N/A N/A

CP18-BCWPA-CB-33 21 32.8-34.8 SM N/A N/A N/A

CP18-BCWPA-CB-39 3 2.5-4 LIMESTONE NP NV NV

CP18-BCWPA-CB-41 2 1-2 SC 69.0 27.9 41.1

CP18-BCWPA-CB-42 2 1-2 LIMESTONE N/A N/A N/A

5/24/2019

TABLE 2C

Geotechnical Laboratory Summary

Meskel and Associates Engineering, PLLC Atterberg Results at the C-11 Impoundment

Broward County, Florida

Boring Designation Sample No.

Sample Depth (ft) USCS Liquid Limit Plastic Limit Plastic

Index

1-21-2 LIMESTONELIMESTONE N/AN/AAAAFAF1-21-2 SC 69.069.AAFAF.5-4.5-4 LIMESTONE NP

AAFFAF4.8 SM N/A N

AAFFAFTLIMESTONEESTONE N/AN N/A

AAFFTFTLIMESTONEMESTO 42.342.3 18.6FFTTFTSMSM NPNP NVFFTTFTONEONE N/A N/AA N/A

FFTTFT53.353 27.727. 25.6

123.4 99.499.4 24.0 id Limitid Limit Plastic LimitPl I

FFTTTTFTFTFTFTFT

AFAFAFAFA

Client Date 11/10/2005 Project Name C-11 Canal Project N0. P03-G-099-102A

Broward County, Florida

Figure No.

SIEVE X SAMPLE 1 SAMPLE 2 SAMPLE 3 SAMPLE 4 SAMPLE 5

3" 75 2" 50 1.5" 37.5 1" 25 3/4" 19 1/2" 12.5 3/8" 9.5 #4 4.75 #10 2 #20 0.85 #40 0.425 #60 0.3 #100 0.15 #140 0.106 #200 0.075

SIEVE X SAMPLE 1 SAMPLE 2 SAMPLE 3 SAMPLE 4 SAMPLE 5

Curve Number 1 2 3 4 Sample location C-11-46@17.0' C-11-46@25.0' C-11-25@10.0' C-11-25@15.0' Classification SP SP SP-SM SP-SM w% 23 18 13 11

2" 50 1" 25 3/4" 19 100 100 3/8" 9.5 71 64 #4 4.75 100 100 59 53 #10 2 97 32 51 46 #20 0.85 94 30 46 41 #40 0.425 90 29 42 37 #60 0.3 79 27 33 30 #100 0.15 26 19 15 16 #140 0.106 7 7 8 10 #200 0.075 5 5 7 8

COARSE AGGREGATE

% PASSING

SOIL

% PASSING

DDDDDRSIEVESIEVE X SAMPLE 1S SAM

Curve NumberCurve Numbe 1 Sample locationSample location C-11-46@17.0'-11-46@1

DRClassificationon SP w%

2" 5050 1"1" 2525 3/4"3/4" 1919

3/8"3/8" 99DRDDDRDRRDRDRDRDRA

SSRA0.0750.07 RRAARA0.1060.106

RR…