Dairy Forage Research Center geotechnical report.rev 06-02-2023.pdf

B8

B1

A1

B2 B3

B4 B5 E1

E2 B6

C1 C1

C2

C3

B10

B9

B15

B11B7

B14B13

STORMWATER

BASIN

STORMWATER

BASIN

WATER

TANK

WATER

TANK

TO CONNECTION TO HIGHWAY

M A

TC

H

LI

N

E C

M A

TC

H

LI

N

E B

M A

TC

H

LI

N

E A

STORMWATER

BASIN

A-1 A-2

A-3A-4

B1-1

B2-1

B2-2

B2-3

B3.1-1

B3.1-2

B3.1-3

B3.1-4

B3.1-5

B3.1-6

B3.2-1

B3.2-2

B4-1

B4-2

B4-3

B4-4

B6-1 B6-2 B6-3

B6-4B6-5B6-6

B7-1

B7-2

B8-1 B8-2

B8-3 B8-4

B8.1-1B8.1-2

B8.1-3 B8.1-4 B9-1

B9-2

B10.1-1

B10.1-2

B10.2-1

B10.2-2

B10.3-1

B10.3-2

B10.3-3

B11.1-1

B11.2-1

B15-1

BAB-1

BAB-2

BAB-3

BAB-4

BB-1

BB-2

BB-3

BB-4

BB-5

BB-6

BB-7

BB-8

BB-9 BB-10

C1-1 C1-2 C1-3

C1-5C1-6

C2-1

C2-2

C2.1-1

C3-1

C3-2

C3-3C3-4

PB-1

PB-2

PB-3

PB-4 PB-5 PB-6 PB-7 PB-8 PB-9 PB-10

PB-11

PB-12

PB-13 PB-14

PB-15

PB-16

PB-17

= Boring 2 (typical)

B O

R

IN

G L

O C

A

TI

O N

S K

ET

C

H D ai ry

F or ag e

R es ea rc h C en te r U ni te d St at es

D ep ar tm en t o f A gr ic ul tu re

(U

SD

A) To w n of S um pt er , S au k

C ou nt y, W is co ns in

DRAWING

C re at ed o n

R ev is ed o n

So ils

E ng in ee rin g Se rv ic es , I nc

C O

N

SU

LT

IN

G C

IV

IL

E N

G

IN

EE

R

S

SI

N C

E

S

TE

W

AR

T

ST

R

EE

T M

AD

IS

O N

, W

IS

C O

N

SI

N

-4

Ph on e:

-2

-7

13460-1A

/0

9/

Ba se d ra w in g co ns is ts o f D R

FC

_b as e_ lin ew or k.

dw g pr ov id ed b y

H D

R , I nc . o n O ct ob er

0, 2.

NOT-TO-SCALE

B8

TO

C

O N

N

EC

TIO

N

TO

H

IG

H

W

AY

MATCHLINE A

B8.1-2

B8.1-3

PB-4

PB-5

PB-6

= Boring 2 (typical)

B O

R

IN

G L

O C

A

TI

O N

S K

ET

C

H D ai ry

F or ag e

R es ea rc h C en te r U ni te d St at es

D ep ar tm en t o f A gr ic ul tu re

(U

SD

A) To w n of S um pt er , S au k

C ou nt y, W is co ns in

DRAWING

C re at ed o n

R ev is ed o n

So ils

E ng in ee rin g Se rv ic es , I nc

C O

N

SU

LT

IN

G C

IV

IL

E N

G

IN

EE

R

S

SI

N C

E

S

TE

W

AR

T

ST

R

EE

T M

AD

IS

O N

, W

IS

C O

N

SI

N

-4

Ph on e:

-2

-7

13460-1B

/0

9/

Ba se d ra w in g co ns is ts o f D R

FC

_b as e_ lin ew or k.

dw g pr ov id ed b y

H D

R , I nc . o n O ct ob er

0, 2.

C P

B8

B1

A1

E1

E2

C

MATCHLINE B

MATCHLINE A

STO

R

M W

ATER

BASIN

A-1 A-4

B1-1

B2-1 B8-1

B8-2

B8-3 B8-4

B8.1-1 B8.1-2

B8.1-3 B8.1-4

BB-1

BB-2

BB-5

BB-9

C 1-1

C 1-6

PB-1

PB-2

PB-3

PB-6

PB-7

PB-11

PB-12

PB-13

= Boring 2 (typical)

B O

R

IN

G L

O C

A

TI

O N

S K

ET

C

H D ai ry

F or ag e

R es ea rc h C en te r U ni te d St at es

D ep ar tm en t o f A gr ic ul tu re

(U

SD

A) To w n of S um pt er , S au k

C ou nt y, W is co ns in

DRAWING

C re at ed o n

R ev is ed o n

So ils

E ng in ee rin g Se rv ic es , I nc

C O

N

SU

LT

IN

G C

IV

IL

E N

G

IN

EE

R

S

SI

N C

E

S

TE

W

AR

T

ST

R

EE

T M

AD

IS

O N

, W

IS

C O

N

SI

N

-4

Ph on e:

-2

-7

13460-1C

/0

9/

Ba se d ra w in g co ns is ts o f D R

FC

_b as e_ lin ew or k.

dw g pr ov id ed b y

H D

R , I nc . o n O ct ob er

0, 2.

B1

A1

B2 B3

B4 B5

B6

C

C

C

C

B13 W

ATER

TAN

K

MATCHLINE C

MATCHLINE B

STO

R

M W

ATER

BASIN

A-1 A-2

A-3 A-4

B1-1

B2-1

B2-2B2-3

B3.1-1

B3.1-2

B3.1-3

B3.1-4

B3.1-5

B3.1-6

B3.2-1

B3.2-2

B4-1

B4-2

B4-3

B4-4

B6-1 B6-2

B6-3

B6-4 B6-5

B6-6

B8-2

B8-4

B10.1-1

B10.1-2

BAB-1

BB-2

BB-3

BB-4

BB-5

BB-6

BB-7

BB-8

BB-9

BB-10

C 1-2

C 1-3

C 1-5

C 2-1

C 2-2

C 2.1-1

C 3-1

C 3-2

C 3-3

C 3-4

PB-8

PB-9

PB-13

PB-14

PB-15

PB-16

= Boring 2 (typical)

B O

R

IN

G L

O C

A

TI

O N

S K

ET

C

H D ai ry

F or ag e

R es ea rc h C en te r U ni te d St at es

D ep ar tm en t o f A gr ic ul tu re

(U

SD

A) To w n of S um pt er , S au k

C ou nt y, W is co ns in

DRAWING

C re at ed o n

R ev is ed o n

So ils

E ng in ee rin g Se rv ic es , I nc

C O

N

SU

LT

IN

G C

IV

IL

E N

G

IN

EE

R

S

SI

N C

E

S

TE

W

AR

T

ST

R

EE

T M

AD

IS

O N

, W

IS

C O

N

SI

N

-4

Ph on e:

-2

-7

13460-1D

/0

9/

Ba se d ra w in g co ns is ts o f D R

FC

_b as e_ lin ew or k.

dw g pr ov id ed b y

H D

R , I nc . o n O ct ob er

0, 2.

C

B10

B9

B15

B11 B7

B14

STO

R

M W

ATER

BASIN

STO

R

M W

ATER

BASIN

W

ATER

TAN

K

MATCHLINE C

B3.2-1

B3.2-2

B4-4

B6-3

B6-4

B7-1

B7-2

B9-1

B9-2

B10.1-1

B10.1-2

B10.2-1

B10.2-2

B10.3-1

B10.3-2

B10.3-3

B11.1-1

B11.2-1

B15-1

BAB-1

BAB-2

BAB-3

BAB-4

C 2.1-1

C 3-2

C 3-3

PB-9

PB-10

PB-15

PB-16

PB-17

= Boring 2 (typical)

B O

R

IN

G L

O C

A

TI

O N

S K

ET

C

H D ai ry

F or ag e

R es ea rc h C en te r U ni te d St at es

D ep ar tm en t o f A gr ic ul tu re

(U

SD

A) To w n of S um pt er , S au k

C ou nt y, W is co ns in

DRAWING

C re at ed o n

R ev is ed o n

So ils

E ng in ee rin g Se rv ic es , I nc

C O

N

SU

LT

IN

G C

IV

IL

E N

G

IN

EE

R

S

SI

N C

E

S

TE

W

AR

T

ST

R

EE

T M

AD

IS

O N

, W

IS

C O

N

SI

N

-4

Ph on e:

-2

-7

13460-1E

/0

9/

Ba se d ra w in g co ns is ts o f D R

FC

_b as e_ lin ew or k.

dw g pr ov id ed b y

H D

R , I nc . o n O ct ob er

0, 2.

TEST RESULTS LEGEND

qp = Penetrometer reading, ton/ft² LL = Liquid Limit, % moisture by weight PL = Plastic Limit, % moisture by weight PI = Plasticity Index, % moisture by weight qu = Unconfined Compressive Strength, ton/ft² LI = Organic Matter Content, % organic content by weight P200 = % Passing the No. 200-mesh Sieve ML = % of Particles Between 75 and 5 µm CL = % of Particles Finer Than 5 µm

1. The boundary lines between different subsurface strata, as shown on the Boring Log Records, are approximate and may be gradual.

2. The boring field log contains a description of the subsurface conditions between samples based on the equipment performance and the cuttings returned to the ground surface. The Boring Log Records contains the description of the subsurface conditions as interpreted by a geotechnical engineer and/or a geologist after review of the boring field logs and subsurface samples and/or laboratory test results.

3. At a boring location, we define "Caved Level" as the depth below the existing ground surface where material has collapsed into the borehole following removal of all drilling tools from the borehole.

4. We define "Water Level" as the depth below the existing ground surface at a boring location to the level of water in the open borehole at the time indicated unless otherwise defined on the Boring Log Records.

5. At a boring location, we define "at completion" as being the time when our drilling crew has completed the removal of all drilling tools from the borehole.

6. The Notes and Legend Record and the Boring Log Records are a part of the Geotechnical-Engineering Report.

The Geotechnical-Engineering Report should be included in the bidding or reference documents.

Printed on 11/23/2022

RELATIVE PERCENTAGE TERMS

no 0% trace <5% few 5 to <10% little 10 to <30% some 30 to < 50%

RELATIVE MOISTURE TERMS AT TIME OF SAMPLING

Frozen or F = Frozen material Dry = Dusty, dry to touch, absence of moisture Moist or M = Damp to touch, no visible water Wet or W = Visible free water

DRILLING METHODS LEGEND

HSA = Continuous flight hollow-stem augers

N-VALUE LEGEND

DS = Drove Stone OB = On Cobble or Boulder WH = Weight of hammer and sampling rods.

REMARKS LEGEND

NR = No Recovery HO = Hydrocarbon Odor OO = Organic Odor

Sample obtained from the auger flights Grab sample 2-inch-outside-diameter, split-barrel sampler

SAMPLER TYPE LEGEND

NOTES

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

NOTES AND LEGEND RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

Dry-M

Dry-M

Dry-M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

dark brown to black; organic odor; dry to moist; TOPSOIL; trace organics-[6" thick] LEAN CLAY (CL) — medium plasticity;

dark brown; dry to moist; hard consistency; occasional to few roots;

with occasional to few LEAN CLAY WITH SAND (CL) seams and layers

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; loose to dense relative density; OUTWASH; trace to some gravel; occasional to few cobbles; with fine and fine to coarse grained seams and layers, with

POORLY-GRADED SAND WITH

GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=6.0+ qp=5.8, 6.0+

MC=14.0

MC=2.9

MC=4.3

MC=4.7

MC=2.0

MC=3.4

MC=1.5

Boring A-1

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

08/01/2022

(Sumpter)

08/01/2022

Geoprobe 3100GT

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 17.5"

2033701

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SW

RRR

AAZ

CMB

43° 21' 6.1"

492744

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

0'-0"

Auger Cuttings, Bentonite Chips, Caved Soil

19'-7" Caved at completion19'-7" Dry at completion

864.9

Dry-M; OO

Dry-M

Dry-M

M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

dark brown to black; organic odor; dry to moist; TOPSOIL; trace organics-[6" thick] LEAN CLAY (CL) — medium plasticity;

brown; dry to moist; hard consistency;

occasional to few roots; with occasional to few LEAN CLAY WITH SAND (CL) seams and layers CLAYEY SAND (SC) — fine to medium grained; medium plasticity fines; brown;

moist; very loose relative density; trace to little gravel; with occasional SANDY LEAN CLAY (CL) seams and layers

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; medium dense to dense relative density; OUTWASH;

trace to some gravel; occasional to few cobbles; with fine and fine to coarse grained seams and layers, with

POORLY-GRADED SAND WITH

GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=4.4, 4.6 qp=4.9, 4.7

MC=21.1

qp=0.6 qp=0.7; MC=15.4

MC=4.8

MC=2.0

MC=2.6

MC=3.1

MC=3.1

Boring A-2

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

08/02/2022

(Sumpter)

08/02/2022

Geoprobe 3100GT

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 15.2"

2033870

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SW

RRR

AAZ

CMB

43° 21' 6.1"

492744

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

30'-0"

21'-0" Caved at completion21'-0" Dry at completion

862.3

M

M

M

M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

dark brown to black; organic odor;

moist; TOPSOIL; trace organics-[6" thick] LEAN CLAY (CL) — medium plasticity;

brown; moist; stiff to very stiff consistency; occasional to few roots;

with occasional to few LEAN CLAY WITH SAND (CL) seams and layers CLAYEY SAND (SC) — fine to medium grained; medium plasticity fines; brown;

moist; very loose relative density; trace to little gravel; with occasional SANDY LEAN CLAY (CL) seams and layers

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; medium dense to dense relative density; OUTWASH;

trace to some gravel; occasional to few cobbles; with fine and fine to coarse grained seams and layers, with

POORLY-GRADED SAND WITH

GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=2.1 qp=1.5, 1.8, 2.2

MC=24.6; LL=49

PL=20

MC=18.3

MC=3.9

P200=12.6

MC=2.5

MC=2.5

MC=3.2

MC=3.6

Boring A-3

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

08/08/2022

(Sumpter)

08/08/2022

CME 850XR

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 14.7"

2033910

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SW

RRR

AAZ

CMB

43° 21' 7.2"

492855

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

22'-0" Caved at completion22'-0" Dry at completion

862.2

Dry-M; OO

Dry-M

Dry-M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

brown to dark brown; organic odor; dry to moist; FILL TOPSOIL; trace sand-[6" thick] LEAN CLAY (CL) — medium plasticity;

brown and dark brown; dry to moist;

hard consistency; FILL; mixed with

POORLY-GRADED SAND (SP)-[30"

thick]

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; loose to dense relative density; OUTWASH; trace to some gravel; occasional to few cobbles; with fine and fine to coarse grained seams and layers, with

POORLY-GRADED SAND WITH

GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=6.0+ qp=4.8; MC=12.4

MC=1.9

MC=4.8

MC=5.7

MC=9.9

MC=7.6

MC=4.4; P200=2.7

Boring A-4

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

08/02/2022

(Sumpter)

08/02/2022

Geoprobe 3100GT

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 17.1"

2033728

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SW

RRR

AAZ

CMB

43° 21' 7.2"

492855

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

20'-0" Caved at completion20'-0" Dry at completion

863.0

M

Dry-M

Dry-M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

brown to dark brown; organic odor;

moist; FILL TOPSOIL; trace sand-[6" thick]

SILTY SAND WITH GRAVEL (SM) —

fine to medium grained; non-plastic to low plasticity fines; brown and dark brown; dry to moist; medium dense relative density; FILL; trace to some gravel-[30" thick]

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; loose to dense relative density; OUTWASH; trace to some gravel; occasional to few cobbles; with fine and fine to coarse grained seams and layers, with

POORLY-GRADED SAND WITH

GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers

MC=10.7

MC=3.3

MC=3.7; P200=4.0

MC=2.1

MC=3.2

MC=2.8

MC=4.3

Boring B1-1

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

08/01/2022

(Sumpter)

08/01/2022

Geoprobe 3100GT

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 17.5"

2033701

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SW

RRR

AAZ

CMB

43° 21' 5.3"

492667

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

22'-3" Caved at completion22'-3" Dry at completion

864.6

Dry-M; OO

Dry-M

Dry-M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

brown to dark brown; organic odor; dry to moist; FILL TOPSOIL; trace sand-[6" thick]

SILTY SAND WITH GRAVEL (SM) —

fine to medium grained; non-plastic to low plasticity fines; brown and dark brown; dry to moist; medium dense relative density; FILL; trace to some gravel-[36" thick]

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; medium dense to dense relative density; OUTWASH;

trace to some gravel; occasional to few cobbles; with fine and fine to coarse grained seams and layers, with

POORLY-GRADED SAND WITH

GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers

MC=6.9

MC=3.2

MC=2.4

MC=2.4; P200=5.2

MC=2.0

MC=2.6

MC=3.9

Boring B2-1

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

08/02/2022

(Sumpter)

08/02/2022

Geoprobe 3100GT

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 16.1"

2033805

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SW

RRR

AAZ

CMB

43° 21' 5.3"

492667

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

17'-0" Caved at completion17'-0" Dry at completion

863.1

10/6" 18/6" 61/6"

M; OO

M

M

M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

dark brown to black; organic odor;

moist; TOPSOIL; trace organics-[6" thick] LEAN CLAY (CL) — medium plasticity;

brown; moist; very stiff consistency;

occasional to few roots; with occasional to few LEAN CLAY WITH SAND (CL) seams and layers CLAYEY SAND (SC) — fine to medium grained; medium plasticity fines; brown;

moist; very loose relative density; trace to little gravel; with occasional SANDY LEAN CLAY (CL) seams and layers

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; medium dense to dense relative density; OUTWASH;

trace to some gravel; occasional to few cobbles; with fine and fine to coarse grained seams and layers, with

POORLY-GRADED SAND WITH

GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers

Very dense relative density layer at 9'-6" qp=3.0, 4.0 qp=3.5, 4.0

MC=20.2; LL=49

PL=20

qp=0.7, 0.6 qp=0.5, 0.4

MC=16.3; LL=22

PL=12; P200=40.3

ML=20.5; CL=19.8

MC=3.4

MC=2.8

MC=3.1

MC=2.2

MC=4.4

Boring B2-2

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

08/02/2022

(Sumpter)

08/02/2022

Geoprobe 3100GT

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 14.9"

2033892

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SW

RRR

AAZ

CMB

43° 21' 5.8"

492717

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

19'-0" Caved at completion19'-0" Dry at completion

862.2

M; OO

M

M

M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

dark brown to black; organic odor;

moist; TOPSOIL; trace organics-[6" thick] LEAN CLAY (CL) — medium plasticity;

brown; moist; stiff to very stiff consistency; occasional to few roots;

with occasional to few LEAN CLAY WITH SAND (CL) seams and layers

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; medium dense to very dense relative density;

OUTWASH; trace to some gravel;

occasional to few cobbles; with fine and fine to coarse grained seams and layers, with POORLY-GRADED SAND

WITH GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=1.8, 2.3 qp=1.5, 3.3

MC=22.2

qp=1.8, 2.5 qp=2.4, 2.7

MC=11.5; LL=23

PL=10

MC=4.4

MC=2.5

MC=2.1

MC=4.1

MC=2.7

Boring B2-3

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

08/10/2022

(Sumpter)

08/10/2022

CME 850XR

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 13.7"

2033982

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SE

RRR

AAZ

CMB

43° 21' 5.3"

492668

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

23'-6" Caved at completion23'-6" Dry at completion

861.0

M; OO

M

M

M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

dark brown to black; organic odor;

moist; TOPSOIL; trace organics-[6" thick] LEAN CLAY (CL) — medium plasticity;

brown; moist; stiff to very stiff consistency; occasional to few roots;

with occasional to few LEAN CLAY WITH SAND (CL) seams and layers CLAYEY SAND (SC) — fine to medium grained; medium plasticity fines; brown;

moist; loose to medium dense relative density; trace to little gravel; with occasional SANDY LEAN CLAY (CL) seams and layers

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; medium dense to dense relative density; OUTWASH;

trace to some gravel; occasional to few cobbles; with fine and fine to coarse grained seams and layers, with

POORLY-GRADED SAND WITH

GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=1.8, 1.9 qp=2.9, 2.0

MC=25.7; LL=39

PL=20

qp=1.0; MC=8.7

LL=22; PL=11

MC=4.8

MC=2.7; P200=8.9

MC=1.9

MC=2.5

MC=2.9

Boring B3.1-1

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

08/08/2022

(Sumpter)

08/08/2022

CME 850XR

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 12.7"

2034057

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SE

RRR

AAZ

CMB

43° 21' 6.3"

492771

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

16'-0" Caved at completion16'-0" Dry at completion

860.8

(DS)

M

M

M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

dark brown to black; organic odor;

moist; TOPSOIL; trace organics-[14" thick] LEAN CLAY (CL) — medium plasticity;

brown; moist; stiff consistency;

occasional to few roots; with occasional to few LEAN CLAY WITH SAND (CL) seams and layers SILTY SAND (SM) — fine to medium grained; non-plastic to low plasticity fines; brown; moist; loose relative density; trace to few gravel

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; medium dense to very dense relative density;

OUTWASH; trace to some gravel;

occasional to few cobbles; with fine and fine to coarse grained seams and layers, with POORLY-GRADED SAND

WITH GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=1.2, 1.7

MC=26.8

MC=5.3

P200=27.9

MC=5.1

MC=2.3

MC=3.5

MC=2.9; P200=2.2

MC=2.6

Boring B3.1-2

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

09/12/2022

(Sumpter)

09/12/2022

CME 850XR

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 12.7"

2034057

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SE

SJH

SWK

CMB

43° 21' 5.3"

492668

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

Bentonite Chips, Caved Soil

24'-10" Caved at completion24'-10" Dry at completion

860.4

WH/12"

1/6"

(DS)

M; OO

M

NR

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

dark brown to black; organic odor;

moist; TOPSOIL; trace organics-[11" thick] FAT CLAY (CH) — high plasticity;

brown; moist; stiff to very soft consistency

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; medium dense to very dense relative density;

OUTWASH; trace to some gravel;

occasional to few cobbles; with fine and fine to coarse grained seams and layers, with POORLY-GRADED SAND

WITH GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=2.0, 1.6, 1.8

MC=29.5; LL=55

PL=20

MC=3.1

MC=2.1

MC=2.0

MC=3.1

MC=1.7

Boring B3.1-3

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

09/07/2022

(Sumpter)

09/07/2022

CME 850XR

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 10.6"

2034207

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SE

RRR

SWK

CMB

43° 21' 6.3"

492766

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

24'-0" Caved at completion24'-0" Dry at completion

860.1

M; OO

M

M

M

M

M

NR

M

M

M

LEAN CLAY (CL) — medium plasticity;

dark brown to black; organic odor;

moist; TOPSOIL; trace organics-[13" thick] FAT CLAY (CH) — high plasticity;

brown; moist; stiff to very stiff consistency CLAYEY SAND (SC) — fine to medium grained; medium plasticity fines; brown;

moist; very loose relative density; trace to little gravel; with occasional SANDY LEAN CLAY (CL) seams and layers

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; medium dense to dense relative density; OUTWASH;

trace to some gravel; occasional to few cobbles; with fine and fine to coarse grained seams and layers, with

POORLY-GRADED SAND WITH

GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=3.2, 2.5, 2.6 qp=2.0; MC=25.0

LL=50; PL=21

qp=1.2, 1.3

MC=7.4

MC=2.3

P200=10.1

MC=3.2

MC=3.6

MC=4.2

Boring B3.1-4

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

09/07/2022

(Sumpter)

09/07/2022

CME 850XR

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 10.6"

2034207

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SE

RRR

SWK

CMB

43° 21' 5.3"

492668

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

10'-8" Caved at completion10'-8" Dry at completion

860.2

M

M

M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

brown to dark brown; organic odor;

moist; FILL TOPSOIL; trace sand-[8" thick] LEAN CLAY (CL) — medium plasticity;

brown, black, and red; moist; stiff consistency; FILL; trace sand-[28" thick]

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; medium dense to very dense relative density;

OUTWASH; trace to some gravel;

occasional to few cobbles; with fine and fine to coarse grained seams and layers, with POORLY-GRADED SAND

WITH GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=2.0 qp=1.6, 1.5

MC=19.9

MC=2.2

MC=1.8

MC=2.0; P200=7.7

MC=3.0

MC=2.9

MC=2.5

Boring B3.1-5

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

09/06/2022

(Sumpter)

09/06/2022

CME 850XR

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 8.5"

2034363

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SE

RRR

PAJ

CMB

43° 21' 6.3"

492766

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

23'-0" Caved at completion23'-0" Dry at completion

858.7

M; OO

M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

dark brown to black; organic odor;

moist; TOPSOIL; trace organics-[11" thick] LEAN CLAY (CL) — medium plasticity;

brown; moist; stiff consistency;

occasional to few roots; with occasional to few LEAN CLAY WITH SAND (CL) seams and layers SILTY SAND (SM) — fine to medium grained; non-plastic to low plasticity fines; brown; moist; loose relative density; trace sand

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; medium dense to dense relative density; OUTWASH;

trace to some gravel; occasional to few cobbles; with fine and fine to coarse grained seams and layers, with

POORLY-GRADED SAND WITH

GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=1.7; MC=24.6

LL=43; PL=18

MC=7.4

P200=28.0

MC=3.1

MC=2.4

MC=1.9

MC=6.2

MC=4.2

Boring B3.1-6

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

09/12/2022

(Sumpter)

09/12/2022

CME 850XR

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 8.5"

2034363

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SE

SJH

SWK

CMB

43° 21' 5.3"

492668

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

17'-4" Caved at completion17'-4" Dry at completion

859.7

(DS)

M; OO

Dry-M

Dry-M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

dark brown to black; organic odor;

moist; TOPSOIL; trace organics-[14" thick] LEAN CLAY (CL) — medium plasticity;

brown; dry to moist; hard consistency;

occasional to few roots; with occasional to few LEAN CLAY WITH SAND (CL) seams and layers

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; medium dense to dense relative density; OUTWASH;

trace to some gravel; occasional to few cobbles; with fine and fine to coarse grained seams and layers, with

POORLY-GRADED SAND WITH

GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=4.4 qp=4.3, 4.9

MC=16.1; LL=37

PL=16

MC=9.5; P200=8.9

MC=5.3

MC=5.4

MC=3.4

MC=2.9

Boring B3.2-1

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

08/17/2022

(Sumpter)

08/17/2022

CME 850XR

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 6.5"

2034513

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SE

RRR

VRN

CMB

43° 21' 6.3"

492766

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

24'-9" Caved at completion24'-9" Dry at completion

857.3

(DS)

M

M

M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

dark brown to black; organic odor;

moist; TOPSOIL; trace organics-[20" thick] LEAN CLAY (CL) — medium plasticity;

brown; moist; medium to stiff consistency; occasional to few roots;

with occasional to few LEAN CLAY WITH SAND (CL) seams and layers mottled with depth, 2'-0" to 4'-6"

CLAYEY SAND (SC) — fine to medium grained; medium plasticity fines; brown;

moist; very loose relative density; trace to little gravel; with occasional SANDY LEAN CLAY (CL) seams and layers

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; loose to medium dense relative density; OUTWASH;

trace to some gravel; occasional to few cobbles; with fine and fine to coarse grained seams and layers, with

POORLY-GRADED SAND WITH

GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=1.9, 1.4

MC=27.7

qp=1.0

MC=19.2; LL=22

PL=12

MC=15.6

P200=16.0

MC=6.3

P200=10.1

MC=4.0

MC=4.5

MC=4.9

Boring B3.2-2

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

09/13/2022

(Sumpter)

09/13/2022

CME 850XR

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 6.5"

2034513

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SE

SJH

SWK

CMB

43° 21' 5.3"

492668

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

25'-0" Caved at completion25'-0" Dry at completion

857.6

M; OO

M

M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

dark brown to black; organic odor;

moist; TOPSOIL; trace organics-[6" thick] LEAN CLAY (CL) — medium plasticity;

brown; moist; very stiff consistency;

occasional to few roots; with occasional to few LEAN CLAY WITH SAND (CL) seams and layers

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; medium dense to very dense relative density;

OUTWASH; trace to some gravel;

occasional to few cobbles; with fine and fine to coarse grained seams and layers, with POORLY-GRADED SAND

WITH GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=2.4, 2.6 qp=4.0, 2.5, 3.6

MC=19.0; LL=44

PL=18

MC=6.8

MC=3.7

MC=3.1

MC=1.2

MC=0.6

MC=3.1

Boring B4-1

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

08/04/2022

(Sumpter)

08/04/2022

CME 850XR

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 12.2"

2034094

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SE

RRR

AAZ, EBP

CMB

43° 21' 7.3"

492866

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

10'-5" Caved at completion10'-5" Dry at completion

M; OO

Dry-M

Dry-M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

dark brown to black; organic odor; dry to moist; very stiff consistency;

TOPSOIL; trace organics-[36" thick] SILTY SAND (SM) — fine to medium grained; non-plastic to low plasticity fines; brown; moist; loose relative density; trace to few gravel CLAYEY SAND (SC) — fine to medium grained; medium plasticity fines; brown;

moist; very loose relative density; trace to little gravel; with occasional SANDY LEAN CLAY (CL) seams and layers

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; loose to medium dense relative density; OUTWASH;

trace to some gravel; occasional to few cobbles; with fine and fine to coarse grained seams and layers, with

POORLY-GRADED SAND WITH

GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=2.8, 3.0

MC=23.0

MC=7.0

MC=19.2

MC=11.1

MC=9.4

MC=6.7

MC=6.4

Boring B4-2

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

08/04/2022

(Sumpter)

08/04/2022

CME 850XR

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 10.2"

2034235

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SE

RRR

AAZ

CMB

43° 21' 7.8"

492920

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

26'-0" Caved at completion26'-0" Dry at completion

858.2

M; OO

Dry-M

M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

dark brown to black; organic odor;

moist; TOPSOIL; trace organics-[6" thick] LEAN CLAY (CL) — medium plasticity;

brown; dry to moist; very stiff to hard consistency; occasional to few roots;

with occasional to few LEAN CLAY WITH SAND (CL) seams and layers CLAYEY SAND (SC) — fine to medium grained; medium plasticity fines; brown;

moist; loose to medium dense relative density; trace to little gravel; with occasional SANDY LEAN CLAY (CL) seams and layers

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; medium dense to dense relative density; OUTWASH;

trace to some gravel; occasional to few cobbles; with fine and fine to coarse grained seams and layers, with

POORLY-GRADED SAND WITH

GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=4.8 qp=3.5, 3.1, 4.3

MC=18.2; LL=37

PL=18

MC=14.4

MC=3.5

MC=2.0

MC=3.5

MC=4.0

MC=2.0

Boring B4-3

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

08/04/2022

(Sumpter)

08/04/2022

CME 850XR

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 8.1"

2034394

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SE

RRR

AAZ

CMB

43° 21' 7.2"

492856

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

19'-0" Caved at completion19'-0" Dry at completion

858.5

M

M

M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

dark brown to black; organic odor;

moist; TOPSOIL; trace organics-[3" thick] LEAN CLAY (CL) — medium plasticity;

brown; moist; stiff consistency;

occasional to few roots; with occasional to few LEAN CLAY WITH SAND (CL) seams and layers CLAYEY SAND (SC) — fine to medium grained; medium plasticity fines; brown;

moist; very loose relative density; trace to little gravel; with occasional SANDY LEAN CLAY (CL) seams and layers SILTY SAND (SM) — fine to medium grained; non-plastic to low plasticity fines; brown; moist; loose relative density; trace to few gravel

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; medium dense to dense relative density; OUTWASH;

trace to some gravel; occasional to few cobbles; with fine and fine to coarse grained seams and layers, with

POORLY-GRADED SAND WITH

GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=1.2, 2.0 qp=0.5; MC=16.9

MC=6.3

MC=2.8

MC=7.6

MC=2.0

MC=3.4

MC=2.7

Boring B4-4

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

09/06/2022

(Sumpter)

09/06/2022

CME 850XR

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 6.1"

2034546

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SE

RRR

PAJ

CMB

43° 21' 7.8"

492920

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

26'-5" Caved at completion26'-5" Dry at completion

859.0

Dry-M; OO

Dry-M

Dry-M

M

M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

brown to dark brown; organic odor;

moist; FILL TOPSOIL; trace sand-[6" thick] LEAN CLAY (CL) — medium plasticity;

brown and dark brown; dry to moist;

hard consistency; FILL; trace sand-[30" thick] LEAN CLAY (CL) — medium plasticity;

brown; moist; stiff to very stiff consistency; occasional to few roots;

with occasional to few LEAN CLAY WITH SAND (CL) seams and layers SILTY SAND (SM) — fine to medium grained; non-plastic to low plasticity fines; brown; moist; very loose relative density; trace to few gravel CLAYEY SAND (SC) — fine to medium grained; medium plasticity fines; brown;

moist; loose relative density; trace to little gravel; with occasional SANDY LEAN CLAY (CL) seams and layers

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; medium dense to very dense relative density;

OUTWASH; trace to some gravel;

occasional to few cobbles; with fine and fine to coarse grained seams and layers, with POORLY-GRADED SAND

WITH GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=6.0+ qp=4.5, 5.2

MC=14.7

qp=1.6, 2.0 qp=2.4, 2.5

MC=24.0; LL=45

PL=18

qp=0.8

MC=16.2

MC=16.2

MC=3.0

MC=6.1

MC=4.3

Boring B6-1

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE:LONGITUDE:

EASTING:

OFFSET:

TOTAL DEPTH:

DATE COMPLETED:

COUNTY:

TOWNSHIP:

RANGE:

30'-0"

08/03/2022

(Sumpter)

08/03/2022

Geoprobe 3100GT

Automatic (80%)

DRILL RIG:

HAMMER TYPE (EFFICIENCY):

DATE STARTED:

SECTION:

¼:

¼ ¼:

89° 45' 13.3"

2034008

CREW CHIEF:

CREW:

LOG REVIEW: LOG QC:

CMB

SW

SE

RRR

AAZ

CMB

43° 21' 8.8"

493020

Sauk

10 N

6 E

Test Results

Printed on 11/23/2022

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

01102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

BORING LOG RECORD

Dairy Forage Research Center

United States Department of Agriculture (USDA) Town of Sumpter, Sauk County, Wisconsin

D E

P T

H fe et

N-Value

E L

E V

A T

IO

N fe et

OTHER LEVEL LEGENDWATER LEVEL LEGEND

RemarksMaterial Description

Sampler Type Recovery

The Notes and Legend Record is considered a part of this Boring Log Record.

6.3"

BACKFILL:

SURFACE PATCH:

SAMPLING METHOD(S):

ASTM D1586

0'-0"HSA 2 1/4" None—

DEPTHTOOL

SIZE

DRILL

METHOD

HOLE

DIATOFROM

DRILL

FLUID

CASING

SIZE

24'-1" Caved at completion24'-1" Dry at completion

862.6

1/12" 3/6"

M

M

M

M

M

M

M

M

M

M

LEAN CLAY (CL) — medium plasticity;

dark brown to black; organic odor;

moist; TOPSOIL; trace organics-[6" thick] LEAN CLAY (CL) — medium plasticity;

brown; moist; stiff consistency;

occasional to few roots; with occasional to few LEAN CLAY WITH SAND (CL) seams and layers SILTY SAND (SM) — fine to medium grained; non-plastic to low plasticity fines; brown; moist; very loose to medium dense relative density; trace to few gravel

POORLY-GRADED SAND WITH SILT

AND GRAVEL (SP-SM) — fine to medium grained; non-plastic to low plasticity fines; brownish-yellow, light brown, brown, and dark brown (variegated); moist; medium dense to dense relative density; OUTWASH;

trace to some gravel; occasional to few cobbles; with fine and fine to coarse grained seams and layers, with

POORLY-GRADED SAND WITH

GRAVEL (SP) AND POORLY-

GRADED GRAVEL WITH SILT AND

SAND (GP-GM) seams and layers, with occasional well-graded layers qp=1.5, 1.6

MC=7.0

MC=11.0

MC=9.6

MC=3.4

MC=2.1

MC=3.7

MC=7.2

Boring B6-2

LATITUDE:

NORTHING:

STATION:

General Location:

PAGE…