Aspring_Final_Geotechnical_ReportPart7.pdf

(Appreciable amount of fines)

Clayey gravels, gravel - sand - clay mixtures.

HIGHLY ORGANIC SOILS

GW

GP

GM

CLEAN

GRAVELS

(Little or no fines)

GRAVELS

WITH FINES

(Appreciable amount of fines)

GRAVELS

Well graded sands, gravelly sands, little or no fines.

Poorly graded sands or gravelly sands, little or no fines.

Silty sands, sand - silt mixtures

Clayey sands, sand - clay mixtures.

SP

SM

Dilatometer

No Recovery

SC

ML

Inorganic clays of high plasticity, fat clays

Organic clays of medium to high plasticity, organic silts.

Peat and other highly organic soils.

SILTS AND CLAYS

SILTS AND CLAYS

(Liquid limit LESS than 50)

(Liquid limit GREATER than 50)

COARSE

GRAINED

SOILS

(More than 50% of material is LARGER than No.

200 sieve size)

Reference: The Unified Soil Classification System, Corps of Engineers, U.S. Army Technical Memorandum No. 3-357, Vol. 1, March, 1953 (Revised April, 1960)

BOUNDARY CLASSIFICATIONS: Soils possessing characteristics of two groups are designated by combinations of group symbols.

OH

PT

MAJOR DIVISIONS

GROUP

SYMBOLS

TYPICAL NAMES

CL

OL

MH

CH

FINE

GRAINED

SOILS

(More than 50% of material is SMALLER than

No. 200 sieve size)

(More than 50% of coarse fraction is SMALLER than the No. 4 Sieve

Size)

Rock Core (RC)

Auger Cuttings

Bulk Sample

Organic silts and organic silty clays of low plasticity.

Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts.

Well graded gravels, gravel - sand mixtures, little or no fines.

Silty gravels, gravel - sand - silt mixtures.

SANDS

(More than 50% of coarse fraction is

LARGER than the No. 4 sieve size)

WLS

LS Limestone

Weathered Limestone

LIMESTONE FORMATIONS

SILT OR CLAY

SAND GRAVEL

U.S. STANDARD SIEVE SIZE

Boulders

No.10

GC

SW

Water Table at time of drilling Water Table after 24 hours

No.4 3/4" 3" 12"

Cobbles

No.200 No.40

Fine Medium Coarse Fine Coarse

Poorly graded gravels or gravel - sand mixtures, little or no fines.

Inorganic silts and very fine sands, rock flour, silty or clayey fine sands or clayey silts and with slight plasticity.

Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays.

Undisturbed Sample (UD)

Split Spoon Sample (SS)

CLEAN

SANDS

(Little or no fines)

SANDS

WITH FINES

100% Loss of Drilling Fluid

KEY TO SOIL GROUP

SYMBOLS

james.patterson New Stamp

D e p th fe e t)

Note: Ground surface elevation not available at time of drilling.

D e p th fe e t)

Reviewed by: J. A. Baiges

B.T. at 6'

BA1-01

SPT

"N"

B.T. at 6'

BA1-02

SPT

"N"

B.T. at 6'

BA1-03

SPT

"N"

B.T. at 6'

BA1-04

SPT

"N"

B.T. at 6'

BA1-05

SPT

"N"

B.T. at 10'

D-05

SPT

"N"

GENERALIZED SUBSURFACE PROFILE - BORROW AREA 1

PROJECT NAME: Aspring Wetlands Restoration Project

PROJECT NO.: 1411770010.4.02

PROJECT LOC.: Hendry County, FL

D e p th fe e t)

Note: Ground surface elevation not available at time of drilling.

D e p th fe e t)

Reviewed by: J. A. Baiges

B.T. at 10'

CH1-01

SPT

"N"

B.T. at 10'

CH1-02

SPT

"N"

B.T. at 10'

CH1-03

SPT

"N"

B.T. at 10'

CH1-04

SPT

"N"

B.T. at 10'

D-01

SPT

"N"

B.T. at 3.5'

D-02

SPT

"N"

B.T. at 3'

D-03

SPT

"N"

B.T. at 10'

D-04

SPT

"N"

B.T. at 10'

D-05

SPT

"N"

B.T. at 10'

D-06

SPT

"N"

B.T. at 10'

D-07

SPT

"N"

B.T. at 10'

RM-01

SPT

"N"

B.T. at 10'

SWC-04

SPT

"N"

B.T. at 25'

SWC-05

SPT

"N"

GENERALIZED SUBSURFACE PROFILE - DYKE 1

PROJECT NAME: Aspring Wetlands Restoration Project

D e p th fe e t)

Note: Ground surface elevation not available at time of drilling.

D e p th fe e t)

Reviewed by: J. A. Baiges

B.T. at 10'

RM-01

SPT

"N"

B.T. at 15'

SWC-01

SPT

"N"

B.T. at 15'

SWC-02

SPT

"N"

B.T. at 15'

SWC-03

SPT

"N"

GEN. SUBSURFACE PROFILE- SWC1 TO SWC-3, RM-1

PROJECT NAME: Aspring Wetlands Restoration Project

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

5.5

6.0

6.5

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

5.5

6.0

6.5

D e p th fe e t)

Note: Ground surface elevation not available at time of drilling.

D e p th fe e t)

Reviewed by: J. A. Baiges

B.T. at 6'

BA2-01

SPT

"N"

B.T. at 6'

BA2-02

SPT

"N"

B.T. at 6'

BA2-03

SPT

"N"

B.T. at 6'

BA2-04

SPT

"N"

B.T. at 6'

BA2-05

SPT

"N"

GENERALIZED SUBSURFACE PROFILE - BORROW AREA 2

PROJECT NAME: Aspring Wetlands Restoration Project

SOIL TEST BORING RECORDS

Latitude (deg) Longitude (deg)

BA1-01 6 4/27/2016 26.58620 -80.96553 1.2

BA1-02 6 4/27/2016 26.58626 -80.96418 1.9

BA1-03 6 4/27/2016 26.58602 -80.96287 1.5

BA1-04 6 4/27/2016 26.58526 -80.96493 0.8

BA1-05 6 4/27/2016 26.58540 -80.96338 1.8

BA2-01 6 4/28/2016 26.57503 -80.96353 3.3

BA2-02 6 4/28/2016 26.57455 -80.96353 2.8

BA2-03 6 4/28/2016 26.57423 -80.96267 2.8

BA2-04 6 4/28/2016 26.57348 -80.96282 2.8

BA2-05 6 4/28/2016 26.57337 -80.96357 3.8

CH1-01 10 4/28/2016 26.56784 -80.96597 3.4

CH1-02 10 4/28/2016 26.56725 -80.96596 3.5

CH1-03 10 4/29/2016 26.56667 -80.96595 3.8

CH1-04 10 4/29/2016 26.56609 -80.96597 3.9

D-01 10 4/27/2016 26.58274 -80.98192 1.8

D-02 3.5 4/27/2016 26.58666 -80.98182 Not encountered

D-03 3 4/27/2016 26.58668 -80.97469 Not encountered

D-04 10 4/27/2016 26.58671 -80.96808 3.2

D-05 10 4/27/2016 26.58521 -80.96209 2.1

D-06 10 4/28/2016 26.57569 -80.96191 3.1

D-07 10 4/28/2016 26.56973 -80.96186 Not encountered

RM-01 Road Modification 1 10 4/27/2016 26.57976 -80.96198 2.6

SWC-01 Structure for Water Control - New 18" RCP 15 4/28/2016 26.57958 -80.96818 3.3

SWC-02 Structure for Water Control - New 18" RCP 15 4/28/2016 26.57966 -80.96818 3.5

SWC-03 Structure for Water Control - New 18" RCP 15 4/28/2016 26.57964 -80.96626 4.3

SWC-04 Emergency Overflow Weir 10 4/28/2016 26.56858 -80.96576 Not encountered

SWC-05 Concrete Overflow Weir 25 4/29/2016 26.56561 -80.96596 4.2

Borrow Area 1

Borrow Area 2

Channel 1

Dyke No. 1

Table 1 - General Information SPT Borings Aspring Wetlands Restoration Project, Hendry County, FL

Amec Foster Wheeler Project No. 1411770010.4.02

Location Depth

(ft)

SPT Boring

No.

Groundwater

Level depth (ft)

GPS Coordinates Date

Dark gray fine to medium SAND trace silt, trace organics (SP)

Dark brown, fine grained

Boring terminated at 6 feet depth.

2-3-2-2

3-4-4-3

4-6-3-3

GROUND WATER LEVEL (ft): 1.2

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.5862, 80.965532)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

LOG

IN

T

E R

V A

L

H A

M M

E R

B L

O W

S P

E R

S P

T N

V A

L U

E

10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02 4/27/2016

BA1-01

Dark gray fine SAND, trace silt (SP)

Brown

Moisture Content=19% Fines=2.6%

Boring terminated at 6 feet depth.

2-2-2-2

2-3-3-3

3-3-3-4

GROUND WATER LEVEL (ft): 1.9

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.586263, -80.964183)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

LOG

IN

T

E R

V A

L

H A

M M

E R

B L

O W

S P

E R

S P

T N

V A

L U

E

10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

BA1-02

Brownish gray fine to medium SAND, trace silt (SP)

Dark brown, trace organics

Boring terminated at 6 feet depth.

3-3-4-4

2-2-2-1

2-3-3-2

GROUND WATER LEVEL (ft): 1.5

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.586022,-80.96287)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

LOG

IN

T

E R

V A

L

H A

M M

E R

B L

O W

S P

E R

S P

T N

V A

L U

E

10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

BA1-03

Grayish brown fine to medium silty SAND (SM)

Moisture Content=19% Fines=14%

Dark brown

Boring terminated at 6 feet depth.

1-2-3-4

4-4-3-3

2-1-3-5

GROUND WATER LEVEL (ft): 0.8

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.585256, -80.96493)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

LOG

IN

T

E R

V A

L

H A

M M

E R

B L

O W

S P

E R

S P

T N

V A

L U

E

10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

BA1-04

Dark brown fine SAND, trace silt, trace organic matter (SP)

Moisture Content=14% Fines=1.5% Organics=0.1%

Boring terminated at 6 feet depth.

2-2-5-4

4-4-4-4

3-3-3-2

GROUND WATER LEVEL (ft): 1.8

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.5854, -80.96338)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

LOG

IN

T

E R

V A

L

H A

M M

E R

B L

O W

S P

E R

S P

T N

V A

L U

E

10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

BA1-05

Grayish brown fine to medium SAND, trace silt (SP)

Dark brown, trace organic matter

Light yellowish brown silty SAND, little gravel sized rock fragments

(SM)

Boring terminated at 6 feet depth.

2-3-4-4

4-4-5-6

5-27-23-11

GROUND WATER LEVEL (ft): 3.3

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.57503, -80.96353)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

LOG

IN

T

E R

V A

L

H A

M M

E R

B L

O W

S P

E R

S P

T N

V A

L U

E

10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02 4/28/2016

BA2-01

Dark brown fine SAND, trace silt (SP)

Dark brown fine SAND with silt, trace organic matter (SP-SM) Moisture Content=16% Fines=5.1% Organics=2.5%

Boring terminated at 6 feet depth.

2-3-3-4

5-5-4-6

5-4-5-5

GROUND WATER LEVEL (ft): 2.8

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.574546, -80.96353

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

LOG

IN

T

E R

V A

L

H A

M M

E R

B L

O W

S P

E R

S P

T N

V A

L U

E

10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

BA2-02

Brown fine to medium SAND, trace silt (SP) Moisture Content=9.1% Fines=1.7%

Dark brown

Boring terminated at 6 feet depth.

1-3-3-5

5-4-5-5

5-3-3-10

GROUND WATER LEVEL (ft): 2.8

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.574234, -80.96267)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

LOG

IN

T

E R

V A

L

H A

M M

E R

B L

O W

S P

E R

S P

T N

V A

L U

E

10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

BA2-03

Dark brown fine to medium SAND, trace silt (SP)

Boring terminated at 6 feet depth.

2-2-2-4

5-5-4-4

4-2-2-4

GROUND WATER LEVEL (ft): 2.8

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.573478, -80.96282)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

LOG

IN

T

E R

V A

L

H A

M M

E R

B L

O W

S P

E R

S P

T N

V A

L U

E

10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

BA2-04

Brown fine to medium SAND, trace silt (SP)

Reddish brown, fine grained

Tan, little gravel sized rock fragments, trace shell fragments

Boring terminated at 6 feet depth.

2-2-4-3

5-3-5-15

11-13-14-8

GROUND WATER LEVEL (ft): 3.8

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.573374, -80.96357)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

LOG

IN

T

E R

V A

L

H A

M M

E R

B L

O W

S P

E R

S P

T N

V A

L U

E

10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

BA2-05

Tan silty fine SAND, trace to little gravel sized rock fragments (SM)

Moisture Content=9.5% Fines=15%

Light brown to black, few organics

Black organic silty SAND Moisture Content=30% Fines=24% Organics=6.2%

Boring terminated at 10 feet depth.

4-3-5-5

6-6-5-5

3-3-4-3

3-3-4-3

6-5-6-5

GROUND WATER LEVEL (ft): 3.4

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.567837, -80.96597)

Reviewed by: J. A. Baiges

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SOIL TEST BORING RECORD

SPT DATA

S A

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FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

CH1-01

3" TOPSOIL

Light gray fine to medium SAND, trace silt (SP)

Light tan, trace gravel sized rock fragments

Tan, fine grained, trace to little sand sized shell and rock fragments

Boring terminated at 10 feet depth.

3-2-5-5

4-4-4-3

2-3-3-3

2-3-2-3

3-5-7-4

GROUND WATER LEVEL (ft): 3.5

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.567252, -80.96596)

Reviewed by: J. A. Baiges

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SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

CH1-02

6" TOPSOIL

Brown fine SAND, trace silt. trace roots (SP)

Tan silty fine SAND, trace shell fragments, little gravel sized rock fragments (SM)

Pale tan, trace shell fragments Moisture Content=21% Fines=21%

Boring terminated at 10 feet depth.

2-2-3-3

7-19-14-9

9-10-9-8

6-7-6-9

5-5-6-5

GROUND WATER LEVEL (ft): 3.8

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.566667, -80.96595)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

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SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02 4/29/2016

CH1-03

6" TOPSOIL

Yellowish tan fine to medium SAND, trace silt, trace gravel sized rock fragments (SP)

Tan to white

Pale tan silty fine SAND, trace gravel sized rock fragments (SM) Moisture Content=20% Fines=21%

Boring terminated at 10 feet depth.

25-20-15-17

8-15-10-9

8-8-8-8

6-5-6-6

4-5-6-8

GROUND WATER LEVEL (ft): 3.9

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.566094, -80.96597)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

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10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

CH1-04

2A

2B

Brown fine SAND, trace silt (SP) Moisture Content=14% Fines=3.0%

Pale yellow silty fine to medium SAND, little to some gravel sized rock fragments, trace shells (SM)

Moisture Content=14% Fines=13%

Pale gray fine SAND, trace silt, trace shells (SP)

Boring terminated at 10 feet depth.

2-2-1-2

2-17-35-32

26-21-28-19

8-36-34-16

3-8-6-3

GROUND WATER LEVEL (ft): 1.8

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.58274, -80.98192)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

LOG

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10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

D-01

6" TOPSOIL

Brown fine to medium SAND, trace silt, trace organics (roots) (SP)

Light brown silty sandy weathered LIMESTONE

Boring terminated at 3.5 feet depth.

2-4-3-3

3-35-52

GROUND WATER LEVEL (ft): Not encountered

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.586658, -80.98182)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

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10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

D-02

3" TOPSOIL

Dark brown fine SAND, trace silt, trace organics (roots) (SP)

Light brown silty sandy weathered LIMESTONE

Boring terminated at 3.25 feet depth.

2-2-4-3

4-4-50

GROUND WATER LEVEL (ft): Not encountered

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.586684, -80.97469)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

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10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

D-03

Brownish gray fine SAND, trace silt (SP)

Tan

Dark brown fine to medium SAND with silt, trace organics (SP-SM) Moisture Content=19% Fines=6.2%

Pale tan fine SAND, trace silt (SP)

Boring terminated at 10 feet depth.

1-2-3-3

4-4-5-5

3-4-3-3

2-2-4-3

6-7-7-8

GROUND WATER LEVEL (ft): 3.2

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.586707, -80.96808)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

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10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

D-04

3A

3B

Dark brown fine SAND, trace silt (SP)

Moisture Content=20% Fines=4.2%

Yellowish brown sandy CLAY, some gravel sized rock fragments (CL)

Dark yellowish brown clayey SAND (CL) Moisture Content=16% Fines=27% LL=23 PI=12

Dark brown

Boring terminated at 10 feet depth.

2-2-3-3

3-3-2-3

2-7-16-43

26-19-19-21

15-12-15-11

GROUND WATER LEVEL (ft): 2.1

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.585213, -80.86209)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

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10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

D-05

Brown fine SAND, trace silt (SP)

Dark brown fine to medium SAND with silt, trace organics (SP-SM) Moisture Content=19% Fines=5.9%

Pale tan fine to medium SAND, trace silt, trace sand to gravel sized shell and rock fragments (SP) Moisture Content=21% Fines=4.9%

Boring terminated at 10 feet depth.

4-4-3-4

4-4-4-4

3-4-5-3

3-3-3-5

4-6-5-6

GROUND WATER LEVEL (ft): 3.1

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.575694, -80.96191)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

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10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

D-06

3" TOPSOIL

Light brown to brown fine to medium SAND with silt (SP-SM)

Dark to light brown Moisture Content=5.4% Fines=9.2%

Pale tan silty fine SAND (SM) Moisture Content=13% Fines=18%

Boring terminated at 10 feet depth.

6-3-4-5

4-3-3-3

4-3-3-4

4-3-4-3

3-5-6-3

GROUND WATER LEVEL (ft): Not encountered

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.569733, -80.96186)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

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10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

D-07

2A

2B

Dark to medium brown fine to medium SAND, trace silt (SP)

Pale tan, trace shell fragments

Dark brown silty fine SAND, little organic matter (SM)

Brown to yellowish brown fine to medium SAND with silt (SP-SM)

Boring terminated at 10 feet depth.

2-3-4-5

4-6-4-5

3-3-3-3

3-4-6-9

6-6-8-10

GROUND WATER LEVEL (ft): 2.6

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.579756, -80.96198)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

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10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

RM-01

Brown fine SAND, trace silt, trace roots (SP)

Yellowish tan GRAVEL, some course to medium grained sand, trace clay (GP-GC)

Pale gray fine SAND, trace silt (SP)

Boring terminated at 15 feet depth.

3-3-3-6

4-6-41-26

9-9-2-2

2-2-2-2

2-3-4-5

4-6-7-7

GROUND WATER LEVEL (ft): 3.3

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.579581, -80.96818)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

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10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

SWC-01

Brown fine SAND, trace silt (SP)

Yellowish tan clayey fine to medium SAND, trace gravel sized rock fragments (SC)

Light gray fine SAND with silt, trace shell fragments (SP-SM)

Moisture Content=23% Fines=12% Non-Plastic

Boring terminated at 15 feet depth.

5-5-6-6

4-4-3-4

9-12-10-5

4-4-5-6

4-5-5-6

4-5-7-4

GROUND WATER LEVEL (ft): 3.5

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.579656, -80.96818)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

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10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

SWC-02

Light tan fine to medium SAND, trace silt (SP)

Brown to light tan

Moisture Content=19% Fines=1.0%

Boring terminated at 15 feet depth.

4-3-2-2

4-4-3-2

5-6-5-5

9-13-10-9

11-10-13-15

3-8-6-5

GROUND WATER LEVEL (ft): 4.3

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.579638, -80.96626)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

LOG

IN

T

E R

V A

L

H A

M M

E R

B L

O W

S P

E R

S P

T N

V A

L U

E

10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

SWC-03

Light tan fine SAND, trace silt (SP)

Pale gray to tan silty fine SAND, trace shell fragments (SM)

Brown fine to medium SAND, trace silt (SP)

Boring terminated at 10 feet depth.

3-3-3-3

3-4-3-2

2-2-1-2

2-2-3-2

2-8-5-6

GROUND WATER LEVEL (ft): Not encountered

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.568583, -80.96576)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

LOG

IN

T

E R

V A

L

H A

M M

E R

B L

O W

S P

E R

S P

T N

V A

L U

E

10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

SWC-04

3" TOPSOIL

Dark brown fine to medium SAND, trace silt (SP)

Pale yellow silty fine to coarse SAND, few gravel sized rock fragments

(SM)

Gray to pale tan, fine grained, trace shell fragments

Boring terminated at 25 feet depth.

2-3-3-6

8-8-8-9

6-7-6-6

6-7-6-7

4-4-4-2

3-3-3-5

4-3-3-4

7-11-9-10

GROUND WATER LEVEL (ft): 4.2

DRILLER:

EQUIPMENT:

METHOD:

HOLE DIA.:

REMARKS:

J & R Drilling/Jaime Perez CME 45 Automatic Hammer Rotary Wash Drilling w/SPT Sampling 3-in (Borehole stabilized w/3-in casing) Borehole backfilled upon completion

BORING LOCATION: (26.565609, -80.96596)

Reviewed by: J. A. Baiges

0 10 20 30 40 50 60 70 80 90 100

GRAPHIC

LOG

IN

T

E R

V A

L

H A

M M

E R

B L

O W

S P

E R

S P

T N

V A

L U

E

10 20 30 40 50 60 70 80 90 100

SOIL TEST BORING RECORD

SPT DATA

S A

M P

L E

N O

FINES CONTENT (%) ORGANIC CONTENT (%)

SPT N VALUES (bpf)

NM (%)PL (%)

MATERIAL DESCRIPTION,

CLASSIFICATION AND REMARKS

LL (%)

PROJECT NAME:

PROJECT LOC.:

PROJECT No.:

DATE DRILLED:

BORING No.:

DEPTH

(ft)

THIS RECORD IS A REASONABLE INTERPRETATION OF SUBSURFACE CONDITIONS

AT THE EXPLORATION LOCATION. SUBSURFACE CONDITIONS AT OTHER

LOCATIONS AND AT OTHER TIMES MAY DIFFER. INTERFACES BEWEEN STRATA

ARE APPROXIMATE. TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.

Aspring Wetlands Restoration Project Hendry County, FL 1411770010.4.02

SWC-05

SUMMARY OF LABORATORY TEST RESULTS

#4 #10 #40 #60 #100 #200

BA1-2 2 2.0 - 4.0 2.6 19 SP

BA1-4 1 0.0 - 2.0 14 19 SM

BA1-5 1 0.0 - 2.0 100 100 87 42 8.4 1.5 14 0.1 SP

BA2-2 2 2.0 - 4.0 5.1 16 2.5 SP-SM

BA2-3 1 0.0 - 2.0 99 99 88 51 11 1.7 9.1 SP

CH1-1 2 2.0 - 4.0 15 9.5 SM

CH1-1 4 6.0 - 8.0 24 30 6.2 SM

CH1-3 4 6.0 - 8.0 21 21 SM

CH1-4 3 4.0 - 6.0 21 20 SM

D-1 1 0.0 - 2.0 3.0 14 SP

D-1 4 4.0 - 6.0 59 46 29 23 18 13 14 SM

D-4 3 4.0 6.0 6.2 19 2.0 SP-SM

D-5 2 2.0 - 4.0 100 100 85 41 10 4.2 20 SP

D-5 4 6.0 - 8.0 27 LL=23, PI=12 16 SC

D-6 2 2.0 - 4.0 5.9 19 SP-SM

D-6 4 6.0 - 8.0 4.9 21 SP

D-7 2 2.0 - 4.0 76 71 59 43 30 9.2 5.4 SP-SM

D-7 5 8.0 - 10.0 18 13 SM

SWC-2 5 8.0 - 10.0 12 Non-plastic 23 SP-SM

SWC-3 4 6.0 - 8.0 1.0 19 SP

SWC-5 4 6.0 - 8.0 17 17 SM

Table 2 - Results of Soil Classification Tests on SPT Boring Samples Aspring Wetlands Restoration Project, Hendry County, FL

Amec Foster Wheeler Project No. 1411770010.4.02

Boring No.

Sample No.

Approx.

Depth

(ft)

Organic Content

USCS Soil Classification

Symbol

Moisture Content

Percent Passing Atterberg Limits

LABORATORY TEST REPORTS

Project: Project #: 1411770010

Tested by: Test Date: 5/12/16

Sample Description: Sample: BA1-5 S-1 (0'-2')

Sieve Size (mm) Cum. Weight Retained

(g)

Cum. Amount Retained

Amount Passing

1 1/2 37.5 0.0 0.0% 100.0% 1 25 0.0 0.0% 100.0%

3/4 19 0.0 0.0% 100.0% 1/2 12.7 0.0 0.0% 100.0% 3/8 9.5 0.0 0.0% 100.0% 4 4.75 0.0 0.0% 100.0% 10 2 0.0 0.0% 100.0% 40 0.425 26.8 12.9% 87.1% 60 0.25 119.8 57.7% 42.3% 100 0.15 190.0 91.6% 8.4% 200 0.075 204.4 98.5% 1.5%

Pan 204.5 100.0% Total Sample Weight (Before Wash) : 207.5 g

D10 = 0.155 mm Fines Content : 1.5%

D30 = 0.214 mm Moisture Content : 14.2%

D60 = 0.319 mm Organic Content : 0.1%

USCS Symbol : SP

C c = 0.93

C u = 2.06

Test Method: ASTM D-6913

The results presented in this report relate only to the items tested.

This report shall not be reproduced, except in full, without written approval from Amec Foster Wheeler E&I, Inc.

Dark brown fine SAND, trace silt, trace organics (SP)

JH

Amec Foster Wheeler Environment & Infrastructure, Inc.

2580 Metrocentre Blvd., Suite # 6 West Palm Beach, Florida 33407

PARTICLE SIZE DISTRIBUTION ANALYSIS REPORT

Aspring NRCS WRP

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.00.11.010.0100.0

P e rc e n t

F in e r

Grain Size (mm)

Grain Size Distribution

Prepared by: JLB Date: 05/20/16

Checked by: JAB Date: 05/23/16

Sample Description: Sample: BA2-3 S-1 (0'-2')

Sieve Size (mm) Cum. Weight Retained

(g)

Cum. Amount Retained

Amount Passing

1 1/2 37.5 0.0 0.0% 100.0% 1 25 0.0 0.0% 100.0%

3/4 19 0.0 0.0% 100.0% 1/2 12.7 0.0 0.0% 100.0% 3/8 9.5 2.2 1.0% 99.0% 4 4.75 2.2 1.0% 99.0% 10 2 2.2 1.0% 99.0% 40 0.425 28.4 12.3% 87.7% 60 0.25 113.8 49.4% 50.6% 100 0.15 204.4 88.7% 11.3% 200 0.075 226.5 98.3% 1.7%

Pan 227.3 100.0% Total Sample Weight (Before Wash) : 230.4 g

D10 = 0.140 mm Fines Content : 1.7%

D30 = 0.198 mm Moisture Content : 9.1%

D60 = 0.294 mm USCS Symbol : SP

C c = 0.95

C u = 2.10

Test Method: ASTM D-6913

Brown fine to medium SAND, trace silt (SP)

The results presented in this report relate only to the items tested.

This report shall not be reproduced, except in full, without written approval from Amec Foster Wheeler E&I, Inc.

JH

Amec Foster Wheeler Environment & Infrastructure, Inc.

2580 Metrocentre Blvd., Suite # 6 West Palm Beach, Florida 33407

PARTICLE SIZE DISTRIBUTION ANALYSIS REPORT

Aspring NRCS WRP

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.00.11.010.0100.0

P e rc e n t

F in e r

Grain Size (mm)

Grain Size Distribution

Sample Description: Sample: D-1 S-4 (4'-6')

Sieve Size (mm) Cum. Weight Retained

(g)

Cum. Amount Retained

Amount Passing

1 1/2 37.5 0.0 0.0% 100.0% 1 25 0.0 0.0% 100.0%

3/4 19 23.5 11.4% 88.6% 1/2 12.7 42.9 20.8% 79.2% 3/8 9.5 57.7 28.0% 72.0% 4 4.75 83.6 40.6% 59.4% 10 2 111.6 54.2% 45.8% 40 0.425 145.7 70.8% 29.2% 60 0.25 157.6 76.6% 23.4% 100 0.15 168.7 82.0% 18.0% 200 0.075 178.5 86.7% 13.3%

Pan 178.9 99.8% Total Sample Weight (Before Wash) : 205.8 g

D10 = N/A Fines Content : 13.3%

D30 = 0.501 mm Moisture Content : 14.1%

D60 = 4.985 mm USCS Symbol : SM

C c = N/A

C u = N/A

Test Method: ASTM D-6913

Pale yellow fine to medium grained silty SAND, some gravel sized rock fragments, trace shell (SM)

JH

Amec Foster Wheeler Environment & Infrastructure, Inc.

2580 Metrocentre Blvd., Suite # 6 West Palm Beach, Florida 33407

PARTICLE SIZE DISTRIBUTION ANALYSIS REPORT

Aspring NRCS WRP

The results presented in this report relate only to the items tested.

This report shall not be reproduced, except in full, without written approval from Amec Foster Wheeler E&I, Inc.

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.00.11.010.0100.0

P e rc e n t

F in e r

Grain Size (mm)

Grain Size Distribution

Sample Description: Sample: D-5 S-2 (2'-4')

Sieve Size (mm) Cum. Weight Retained

(g)

Cum. Amount Retained

Amount Passing

1 1/2 37.5 0.0 0.0% 100.0% 1 25 0.0 0.0% 100.0%

3/4 19 0.0 0.0% 100.0% 1/2 12.7 0.0 0.0% 100.0% 3/8 9.5 0.0 0.0% 100.0% 4 4.75 0.0 0.0% 100.0% 10 2 0.0 0.0% 100.0% 40 0.425 39.7 15.3% 84.7% 60 0.25 152.6 58.8% 41.2% 100 0.15 233.5 89.9% 10.1% 200 0.075 248.9 95.8% 4.2%

Pan 249.7 100.0% Total Sample Weight (Before Wash) : 259.7 g

D10 = 0.149 mm Fines Content : 4.2%

D30 = 0.214 mm Moisture Content : 19.7%

D60 = 0.326 mm USCS Symbol : SP

C c = 0.94

C u = 2.19

Test Method: ASTM D-6913

The results presented in this report relate only to the items tested.

This report shall not be reproduced, except in full, without written approval from Amec Foster Wheeler E&I, Inc.

Dark brown fine grained SAND, trace silt (SP)

JH

Amec Foster Wheeler Environment & Infrastructure, Inc.

2580 Metrocentre Blvd., Suite # 6 West Palm Beach, Florida 33407

PARTICLE SIZE DISTRIBUTION ANALYSIS REPORT

Aspring NRCS WRP

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.00.11.010.0100.0

P e rc e n t

F in e r

Grain Size (mm)

Grain Size Distribution

Sample Description: Sample: D-7 S-2 (2'-4')

Sieve Size (mm) Cum. Weight Retained

(g)

Cum. Amount Retained

Amount Passing

1 1/2 37.5 0.0 0.0% 100.0% 1 25 0.0 0.0% 100.0%

3/4 19 10.1 7.1% 92.9% 1/2 12.7 26.2 18.5% 81.5% 3/8 9.5 26.8 18.9% 81.1% 4 4.75 33.5 23.7% 76.3% 10 2 40.6 28.7% 71.3% 40 0.425 58.2 41.1% 58.9% 60 0.25 80.2 56.6% 43.4% 100 0.15 99.7 70.4% 29.6% 200 0.075 128.6 90.8% 9.2%

Pan 129.0 100.0% Total Sample Weight (Before Wash) : 141.6 g

D10 = 0.078 mm Fines Content : 9.2%

D30 = 0.153 mm Moisture Content : 5.4%

D60 = 0.565 mm USCS Symbol : SP-SM

C c = 0.53

C u = 7.24

Test Method: ASTM D-6913

The results presented in this report relate only to the items tested.

This report shall not be reproduced, except in full, without written approval from Amec Foster Wheeler E&I, Inc.

Light brown to brown fine to medium SAND with silt, little gravel sized rock fragments (SP-SM)

JH

Amec Foster Wheeler Environment & Infrastructure, Inc.

2580 Metrocentre Blvd., Suite # 6 West Palm Beach, Florida 33407

PARTICLE SIZE DISTRIBUTION ANALYSIS REPORT

Aspring NRCS WRP

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.00.11.010.0100.0

P e rc e n t

F in e r

Grain Size (mm)

Grain Size Distribution

FIELD AND LABORATORY TEST PROCEDURES

PHOTOGRAPHIC DOCUMENTATION

SITE PHOTOGRAPHS

Photograph 1: BA1-1 boring location.

Photograph 2: BA1-2 boring location.

Photograph 3: BA1-3 boring location.

Photograph 4: BA1-4 boring location.

Photograph 5: BA1-5 boring location.

Photograph 6: BA2-1 boring location.

Photograph 7: BA2-2 boring location.

Photograph 8: BA2-3 boring location.

Photograph 9: BA2-4 boring location.

Photograph 10: BA2-5 boring location.

Photograph 11: CH1-1 boring location.

Photograph 12: CH1-2 boring location.

Photograph 13: CH1-3 boring location.

Photograph 14: CH1-4 boring location.

Photograph 15: D-1 boring location.

Photograph 16: D-2 boring location.

Photograph 17: D-3 boring location.

Photograph 18: D-4 boring location.

Photograph 19: D-5 boring location.

Photograph 20: D-6 boring location.

Photograph 21: D-7 boring location.

Photograph 22: RM-1 boring location.

Photograph 23: SWC-1 boring location.

Photograph 24: SWC-2 boring location.

Photograph 25: SWC-3 boring location.

Photograph 26: SWC-4 boring location.

Photograph 27: SWC-5 boring location.

SEEPAGE AND SLOPE STABILITY ANALYSIS

12 ft Crest (typ.)

Upstream Reservior 3H:1V Upstream Slope 3H:1V Downstream Slope

Bench (Typ.)

Agricultural Canal

1.7H:1V (typ)

Far Field Boundary Condition

Property Line

Stratigraphy A Pre-Construction Water Level

El. +17.0 ft, NAVD

El. +15.0 ft, NAVD

El. +2.0 ft, NAVD

El. -8.0 ft, NAVD

SURFICIAL SAND

SAND WITH SILT TO SILTY SAND

SANDY SILT

STRATIGRAPHY A- PRE-CONSTRUCTION WATER LEVEL SECTION

3H:1V Upstream Slope 3H:1V Downstream Slope

Bench (Typ.)

Agricultural Canal

1.7H:1V (typ)

Far Field Boundary Condition

Property Line

Stratigraphy A Normal Operation Water Level

El. +17.0 ft, NAVD

El. +15.0 ft, NAVD

El. +2.0 ft, NAVD

El. -8.0 ft, NAVD

SURFICIAL SAND

SAND WITH SILT TO SILTY SAND

STRATIGRAPHY A- NORMAL OPERATION WATER LEVEL SECTION

3H:1V Upstream Slope 3H:1V Downstream Slope

Bench (Typ.)

Agricultural Canal

1.7H:1V (typ)

Far Field Boundary Condition

Property Line

25 yr Storm Water Level

El. +17.0 ft, NAVD

El. +15.0 ft, NAVD

El. +2.0 ft, NAVD

Stratigraphy A

El. -8.0 ft, NAVD

SURFICIAL SAND

SAND WITH SILT TO SILTY SAND

STRATIGRAPHY A – 25 YR STORM WATER LEVEL SECTION

3H:1V Upstream Slope 3H:1V Downstream Slope

Bench (Typ.)

Agricultural Canal

1.7H:1V (typ)

Far Field Boundary Condition

Property Line

Normal Operation Water Level

El. +17.0 ft, NAVD

El. +2.0 ft, NAVD

El. -8.0 ft, NAVD

Stratigraphy B

SURFICIAL SAND

STRATIGRAPHY B- NORMAL OPERATION WATER LEVEL SECTION

3H:1V Upstream Slope 3H:1V Downstream Slope

Bench (Typ.)

Agricultural Canal

1.7H:1V (typ)

Far Field Boundary Condition

Property Line

25 yr Storm Water Level Stratigraphy B

SURFICIAL SAND

STRATIGRAPHY B – 25 YR STORM WATER LEVEL SECTION

.5

.5

12 ft Crest (typ.)

Normal Operation Water Level

Upstream Reservior 3H:1V Upstream Slope 3H:1V Downstream Slope

Bench (Typ.)

Agricultural Canal

1.7H:1V (typ)

Far Field Boundary Condition

Property Line

El. +17.0 ft, NAVD

El. +15.0 ft, NAVD

El. +2.0 ft, NAVD

Stratigraphy A

El. -8.0 ft, NAVD

SURFICIAL SAND

SAND WITH SILT TO SILTY SAND

SILTY SAND

STRATIGRAPHY A – NORMAL OPERATION WATER LEVEL SEEPAGE ANALYSIS

.5

.5

12 ft Crest (typ.)

Upstream Reservior

25 yr Storm Water Level

3H:1V Upstream Slope 3H:1V Downstream Slope

Bench (Typ.)

Agricultural Canal

1.7H:1V (typ)

Far Field Boundary Condition

Property Line

El. +17.0 ft, NAVD

El. +15.0 ft, NAVD

El. +2.0 ft, NAVD

Stratigraphy A

El. -8.0 ft, NAVD

SURFICIAL SAND

SAND WITH SILT TO SILTY SAND

STRATIGRAPHY A – 25 YR STORM WATER LEVEL SEEPAGE ANALYSIS

.5

12 ft Crest (typ.)

Normal Operation Water Level

Upstream Reservior 3H:1V Upstream Slope 3H:1V Downstream Slope

Bench (Typ.)

Agricultural Canal

1.7H:1V (typ)

Far Field Boundary Condition

Property Line

Stratigraphy B

SURFICIAL SAND

STRATIGRAPHY B – NORMAL OPERATION WATER LEVEL SEEPAGE ANALYSIS

.5

.5

12 ft Crest (typ.)

Upstream Reservior

25 yr Storm Water Level

3H:1V Upstream Slope 3H:1V Downstream Slope

Bench (Typ.)

Agricultural Canal

1.7H:1V (typ)

Far Field Boundary Condition

Property Line

Stratigraphy B

SURFICIAL SAND

STRATIGRAPHY B – 25 YR STORM WATER LEVEL SEEPAGE ANALYSIS

2.112 ft Crest (typ.)

3H:1V Upstream Slope 3H:1V Downstream Slope

Bench (Typ.)

Agricultural Canal

1.7H:1V (typ)

Far Field Boundary Condition

Property Line

Normal Operation Water Level

El. +17.0 ft, NAVD

El. +15.0 ft, NAVD

El. +2.0 ft, NAVD

Stratigraphy A

El. -8.0 ft, NAVD

SURFICIAL SAND

SAND WITH SILT TO SILTY SAND

SILTY SAND

STRATIGRAPHY A – NORMAL OPERATION WATER LEVEL

DOWNSTREAM BERM SLOPE STABILITY ANALYSIS

1.9 12 ft Crest (typ.)

3H:1V Upstream Slope 3H:1V Downstream Slope

Bench (Typ.)

Agricultural Canal

1.7H:1V (typ)

Far Field Boundary Condition

Property Line

Normal Operation Water Level

El. +17.0 ft, NAVD

El. +15.0 ft, NAVD

El. +2.0 ft, NAVD

Stratigraphy A

El. -8.0 ft, NAVD

SURFICIAL SAND

SAND WITH SILT TO SILTY SAND

STRATIGRAPHY A – NORMAL OPERATION WATER LEVEL – UPSTREAM BERM SLOPE STABILITY ANALYSIS

2.012 ft Crest (typ.)

3H:1V Upstream Slope 3H:1V Downstream Slope

Bench (Typ.)

Agricultural Canal

1.7H:1V (typ)

Far Field Boundary Condition

Property Line

25 yr Storm Water Level

El. +17.0 ft, NAVD

El. +15.0 ft, NAVD

El. +2.0 ft, NAVD

Stratigraphy A

El. -8.0 ft, NAVD

SURFICIAL SAND

SAND WITH SILT TO SILTY SAND

STRATIGRAPHY A – 25 YR STORM WATER LEVEL – DOWNSTREAM BERM SLOPE STABILITY ANALYSIS

3H:1V Upstream Slope 3H:1V Downstream Slope

Bench (Typ.)

Agricultural Canal

1.7H:1V (typ)

Far Field Boundary Condition

Property Line

25 yr Storm Water Level

El. +17.0 ft, NAVD

El. +15.0 ft, NAVD

El. +2.0 ft, NAVD

Stratigraphy A

El. -8.0 ft, NAVD

SURFICIAL SAND

SAND WITH SILT…