W912ES-09-B-008_Full-Size.pdf

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M -7

M -8

M -9

M

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M -4

M -5

M

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IP

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4 5

A

B

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A P

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IL

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D E

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R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

US Army Corps of Engineers

St. Paul DistrictLL PLMC10DSPT

NOTESNOTES

H O

73-3M

7-8 MAY 1973

676.4

W.S. 674.8

671.1

599.4

SP SEAM

CH

CL-

ML

SP

SP

SP

SM &

ML

ML

SP SEAM

CH

SP

SP

CL

SP&

GP

SP

1. DRILLING CONDUCTED FROM A BARGE.

2. 4" STEEL CASING SET TO EL. 669.4, DRILLING

FLUID USED TO STABILIZE HOLE TO EL. 639.4

THEN CASING SET TO EL. 639.4 AND DRILL

FLUID BELOW EL. 639.4.

3. ALL CASING PULLED AND HOLE ALLOWED TO

CAVE.

TOP OF DECK

WATER

CLAY, SILTY, V. SOFT, WET, SL. ORGANIC

ODOR, OCC. GRAY-GRN. TINT, DK. GRAY

CLAY, SILTY, SANDY, SOFT, WET, DK. GRAY

SAND, F-C, LOOSE, DK. GRAY

SAND, F-M, LOOSE, DK. GRAY

SAND, INTERBEDDED SANDY SILT, AND

SILTY SAND, LOOSE, DK. GRAY

SAND, M-C, LOOSE, DK GRAY

SAND, INTERBEDDED SANDY SILT, AND SILTY

SAND, LOOSE, ORGANIC FRAGS.,DK. GRAY

SILT, SANDY, CLAYEY, LOOSE, ORGANIC

SEAMS, DK. GRAY

CLAY, SOFT, SHELL FRAGS., DK. GRAY

SAND

CLAY, SILTY, SOFT, SCAT. SHELL FRAGS.,

DK. GRAY

SAND, F-M, M. DENSE, GRAY

SAND, F, M. DENSE, GRAY

CLAY, SILTY, STIFF, DK. GRAY

CLAY, SILTY, M. STIFF, DK. GRAY

SAND, GRAVELLY, M. DENSE, GRAY

SAND, GRAVELLY, M. DENSE, RED-BRN.

N V G D

A D J

-SP

-CL

-CH

-SP

-ML & SP-SM

LL PLMC10DSPT

77-5M

8-9 AUG 1977

W.S. 675.0

652.5

600.5

H O

SP-

SM

SP-

SM

SP

-SP-SM

58.6 101 29

SM SEAM

CH

CH

SP

GP

SM SEAM

SC SEAM

SC SEAM

SP SEAM

SP

49.6

55.4

27.7 41 15

NOTES:

1. DRILLING CONDUCTED FROM A BARGE.

2. 4" STEEL CASING SET TO EL. 642.5,

HOLE STABILIZED WITH DRILLING FLUID.

3. HOLE CAVING IN GRAVELS EL. 612.5 TO

EL. 600.5.

4. 5" UNDISTURBED SAMPLES TAKEN OUT

OF OFFSET HOLE.

5. ALL CASING PULLED AND HOLE WAS

ALLOWED TO CAVE.

.25

SAND, LOOSE-M.DENSE, SHELL FRAGS.,

DK. GRAY

SAND, LOOSE, SHELL FRAGS., DK.

GRAY

SAND, F-C, LOOSE, DK. GRAY

SAND, F, M. DENSE, GRAY

CLAY, SOFT-M. STIFF, ORGANIC

SMELL, DK. GRAY

CLAY, M. STIFF, BRITTLE, SHELLS,

SAND, F-M, SAT., M. DENSE, LT.

GRAVEL, SANDY, V. DENSE, LT.

SAND, GRAVELLY, LT. BRN.

-CL

LL PLMC10DSPT

NOTES

73-4M

9 MAY 1973

676.4

W.S. 674.8

G.S. 665.1

601.6

H O

CH

SP

SP

CL

CL SEAM

SP

CL-

CH

CL-

ML

-SM-ML

SP-

SM

SP SEAM

(0.5’)

-CL-ML

SP

SP

1. DRILLING CONDUCTED FROM A BARGE.

2. 4"?STEEL CASING SET TO EL. 659.4, HOLE

STABILIZED WITH DRILLING FLUID TO EL.

641.9 THEN CASING SET TO EL. 641.9, HOLE

STABILIZED WITH DRILLING FLUID AFTER.

3. REFUSAL AT EL. 601.6 IN GRAVEL.

4. ALL CASING PULLED AND HOLE ALLOWED

TO CAVE.

-SP & SM

& SC

-SP & SM

& CL

-SP

-CL

TOP OF DECK

CLAY, SILTY, V. SOFT, ORGANICS,

SAND, F, SILTY, CLAYEY, STRATIFIED,

SAND, F-M, LOOSE, GRAY

SAND, F, SILTY, CLAYEY, STRATIFIED,

LOOSE, ORGANICS, GRAY & BLK.

SAND, F, LOOSE, GRAY

CLAY, SILTY, SANDY, SOFT, OCC.

SHELL FRAGS., DK. GRAY

SAND, F-M, OCC. CLAY STRATUM,

LOOSE, GRAY

CLAY, SILTY, SOFT, SHELL FRAGS.,

SAND, F, LOOSE, DK. GRAY

CLAY, SILTY, SOFT, GRAY-GRN.

SAND, F, SILTY, LOOSE, GRAY-GRN.

SAND, F, SILTY, LOOSE, RED-BRN.

CLAY, SILTY, SOFT, RED-BRN.

CLAY, SILTY, STIFF, GRAY

SAND, GRAVELLY, M. DENSE, GRAY

& BRN.

LL PLMC10DSPT

77-6M

11 AUG 1977

W.S. 675.0

654.5

597.0

H O

SP

SP

SP

CH

CL

ML

SP

CL

ML

SM

SP-

SM

39.4 74 29 285444.1

44.9 64 22 275233.5

39.2 40 25

243431.9

31.9 40 22

CL

SM

NOTES

1. DRILLING CONDUCTED FROM A BARGE.

2. 4" STEEL CASING WAS SET TO EL. 600.5.

3. 5" UNDISTURBED SAMPLES TAKEN FROM

OFFSET HOLE.

4. ALL CASING PULLED AND HOLE ALLOWED

TO CAVE.

-CL

-SM

SAND, F, LOOSE, WET, GR.-BRN.

SAND, F-M, LOOSE, WET, GR.

CLAY, SANDY, MOIST, M. STIFF,

SAND, F-M, LOOSE, MOIST, GR.

CLAY, SANDY, SOFT, MOIST, SL.

ORG. SMELL W/SHELLS, GRAY

CLAY, SANDY, SOFT, MOIST

SILT, CLAYEY, M. STIFF, MOIST,

LT. GRAY

SAND, F, M. DENSE, MOIST, BRN.

CLAY, SILTY, M. STIFF, MOIST, GR.

CLAY, SILTY, M. STIFF, MOIST, GR.

SAND, F, M. DENSE, MOIST, BRN.

SILT, V. STIFF, MOIST, BRN.

SAND, F, M. DENSE, MOIST, BRN.

SAND, M-C, GRAVELLY, BRN.

SAND, F, GRAVELLY, V. DENSE,

LL PLMC10DSPT

W.S. 675.0

653.0

668.5

H O

77-7M

12 NOV 1977

SC

SP

SP-

SM

SAND, M-C, LOOSE, GRAY

NOTES

1. DRILLING CONDUCTED FROM A BARGE.

2. 4" STEEL CASING SET TO EL. 658.0,

3. ALL CASING REMOVED HOLE ALLOWED TO

CAVE.

.19

LL PLMC10DSPT

W.S. 675.0

655.0

670.3

H O

77-8M

SP-

SM

15 NOV 1977

NOTESNOTES

.11

.087

SAND, F-M, LOOSE-M. DENSE,

WOODCHIPS,GRAY

1. DRILLING CONDUCTED FROM A BARGE.

2. 4" STEEL CASING SET TO EL. 660.0,

3. ALL CASING REMOVED HOLE ALLOWED

TO CAVE.

LL PLMC10DSPT

W.S. 675.0

655.0

670.0

H O

77-9M

15 NOV 1977

SP-

SM

SP

NOTES

.15

.18

SAND, F, LOOSE, WOODCHIPS,

1. DRILLING CONDUCTED FROM A BARGE.

2. 4" STEEL CASING SET TO EL. 656.0,

3. ALL CASING REMOVED HOLE ALLOWED

TO CAVE.

LL PLMC10DSPT

W.S. 675.0

655.0

669.0

H O

77-10M

15 NOV 1977

SP

SP-

SM

1. DRILLING CONDUCTED FROM A BARGE.

.28

.085

.12

B L

D L o g s

B -2

.d g n o

L

D L o g s

B -2

.d g n

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S T P

A U

L

M

IN

N E

S O

T A

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C K A

N D D

A M N

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P P

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A U

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IS

S

IS

S

IP

P I

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IV

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U .S

A R

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P S O

F E

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IN

E E

R S

S T P

A U

L

M

IN

N E

S O

T A

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C K A

N D D

A M N

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P P

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M B

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A U

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A R

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P S O

F E

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E E

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IN

N E

S O

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A M N

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A U

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IV

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B L

D L o g s

B -2

.d g n

B-602B-602B-602

S E

P T

E M

B E

R

G R

S J .R .C

J .R .C

B .D

G N

-2

M -2

M -2

M

-2

M

B O

R

IN

G L

O G

S -2

M -2

M

-2

M -2

M -2

M

-2

M

B O

R

IN

G L

O G

S -2

M -2

M

-2

M -2

M -2

M

-2

M

B O

R

IN

G L

O G

S -2

M -2

M

G E

O L

O G

IC

A L D

A T

A G

E O

L O

G

IC

A L D

A T

A G

E O

L O

G

IC

A L D

A T

A

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

US Army Corps of Engineers

St. Paul DistrictLL PLMC10DSPT

NOTES

93-21M

13-14 SEP 1993

G.S. 677.5

W.L. 674.4

627.5

-SP-SM

ML

SP

WOOD

ML SEAM

ML SEAM

SP SEAM

CL

36 42 21

1. WATER LEVEL DETERMINED AFTER 15 MIN.

IN OPEN HOLE.

2. 4-INCH IRON PIPE SET TO EL.672.5, HOLE

STABILIZED WITH DRILLING FLUID BELOW

CASING

3. 3" UNDISTURBED SAMPLE TAKEN IN SAME

HOLE.(R, CONSOL)

4. HOLE BACKFILLED WITH CEMENT-BENTONITE

GROUT AND ALL CASING REMOVED.

CL

SAND, GRAVELLY, SILTY, LOOSE,

MOIST-WET, BRN. (FILL)

SILT, CLAYEY, SANDY, SOFT, SAT.,

TR. ROOTS, PLANT MATTER, BRN.

GRAY (ALLUVIUM)

CLAY. SILTY, SANDY, F., SOFT,

WET, PLANT MATTER, BRN-GR

SAND, F-C, SILTY, LOOSE-M. DENSE,

SATURATED, TR. PLANT MATTER,

CLAY, SILTY, SANDY, SAND SEAMS,

SOFT-STIFF, MOIST-WET, PLANT

MATTER, SHELL FRAGS, GRAY

LL PLMC10DSPT

NOTES

93-22M

14-15 SEP 1993

G.S. 677.8

W.L. 674.5

627.8

SP

SP-

SM

-SP-SM

SP

SP

CL

SC

49 22

1. WATER LEVEL DETERMINED AFTER 15 MIN.

IN OPEN HOLE.

2. 4-INCH IRON PIPE SET TO EL.672.8, HOLE

STABILIZED WITH DRILLING FLUID BELOW

CASING

3. 3" UNDISTURBED SAMPLE TAKEN IN SAME

HOLE.(R, CONSOL)

4. HOLE BACKFILLED WITH CEMENT-BENTONITE

GROUT AND ALL CASING REMOVED.

34 38 20

SAND, F-C, GRAVELLY, SILTY,

LOOSE, MOIST-SAT., BRN.

CLAY, SILTY, TR. SAND, SOFT-

M. STIFF, MOIST-SAT., ORGANICS,

SAND, F-M, CLAYEY, SILTY, LOOSE,

SAT., TR. SHELL PARTS, GRAY

SAND, F-M, SILTY, CLAYEY, LOOSE,

SAT., ORGANICS, BRN. GRAY

SAND, SILTY, LOOSE-M. DENSE,

SAT., TR. SHELL FRAGS., LT. GRN.-

SAND, F-M, SILTY, M. DENSE, SAT.,

TR. ORGANICS, LT. GRN.-GRAY TO

BRN.-GRAY

SAND, F-M, SILTY, LOOSE, SAT.,

SHELLS, GRAY BRN.

93-23M

15-17 SEP 1993

G.S. 677.8

W.L. 674.3

627.8

CL

SP-

SM

CL SEAM

SP

SC SEAM

OL SEAM

SP-

SM

31 32 15

1. WATER LEVEL DETERMINED AFTER 15 MIN.

IN OPEN HOLE.

2. 4-INCH IRON PIPE SET TO EL.672.5, HOLE

STABILIZED WITH DRILLING FLUID BELOW

CASING

3. 3" UNDISTURBED SAMPLE TAKEN IN SAME

HOLE.(R, CONSOL)

4. HOLE BACKFILLED WITH CEMENT-BENTONITE

GROUT AND ALL CASING REMOVED.

SAND, F-C, GRAVELLY, SILTY,

LOOSE, MOIST-WET, BRN.

(FILL)

CLAY, SILTY, TR. SAND, V. SOFT-

MED. DENSE, MOIST-SATURATED,

ORGANICS, DK. GRAY-TO GRAY

SAND, F-C, SILTY, LOOSE, SAT.,

SAND, F-C, SILTY, TR. GRAVEL, M,

DENSE, SATURATED, GRAY

93-24M

20 SEP 1993

G.S. 685.1

W.L. 671.8

585.1

SP

SP-

SM

SP

SP SC SEAM

SC SEAM

SC SEAM

SC SEAM

CH

SP-

SM

SP

MH

CH

SP

-GP-GM

SP-

SM

94 3257.9

-SM

-SC

1. WATER LEVEL DETERMINED AFTER 15 HOURS.

BOTTOM OF AUGER = EL. 670.1.

BOTTOM OF HOLE = EL. 670.4.

2. HOLLOW STEM AUGER SET TO EL. 666.1. HOLE

STABILIZED WITH DRILLING FLUID BELOW EL. 666.1.

3. 5" UNDISTURBED SAMPLE TAKEN IN OFFSET HOLE. (R)

4. HOLE BACKFILLED WITH CEMENT-BENTONITE

GROUT AND ALL AUGER REMOVED.

SAND, F-C, SILTY, LOOSE, MOIST-

SATURATED, ORGANICS, SHELLS,

BRN. (FILL)

SAND, F-M, SILTY, LOOSE,-M.

DENSE, SATURATED, SHELL

FRAGMENTS., ORGANICS, GR.

SAND, F-M, SILTY, LOOSE-M.

SAND, F, SILTY, CLAYEY, LOOSE,

WET-SAT., WOOD CHIPS, GRAY BRN.

SAND, F-C, SILTY, TR. CLAY, CLAY

SEAMS, LOOSE-M. DENSE, SATURATED,

CLAY, SILTY, SAND IN SPARSE

STRINGERS, SOFT-M. STIFF, MOIST-

WET, ORGANICS, BRN.

SAND, F-M, CLAYEY, SILTY, LOOSE-M.

DENSE, WET-SAT., ORGANICS., GRAY

BRN.

SAND, F-M, SILTY, LOOSE-MED. DENSE,

SAT., TR. SHELL FRAGS., LT. GRAY

SAND, M-C, SILTY, M. DENSE, SAT.,

SILT, CLAY, SAND SEAMS, LAMINATED,

SOFT, WET-SAT.,GRAY BRN.

CLAY, SILTY, SOFT, MOIST-WET, TR.

SHELLS & ORGANICS, GRAY

SAND, M-C, GRAVELLY, SILTY, M.

GRAVEL F-C, SANDY, SILTY, DENSE,

WET-SAT., BRN. GRAY

93-25M

22 SEP 1993

G.S. 682.0

W.L. 673.8

625.0

SP

SP-

SM

SP

-SP-SM

CL

CH

-SP-SM

24 1928.9

1 CL-

ML

1. WATER LEVEL DETERMINED AFTER 1 HOUR AND 25 MIN.

BOTTOM OF AUGER = EL. 672.0.

BOTTOM OF HOLE = EL. 671.9.

2. HOLLOW STEM AUGER SET TO EL. 668.0, HOLE

STABILIZED WITH DRILLING FLUID BELOW EL. 668.0.

3. 5" UNDISTURBED SAMPLE TAKEN IN OFFSET HOLE.

(R, UU, CONSOL)

4. HOLE BACKFILLED WITH CEMENT-BENTONITE

GROUT AND ALL AUGER REMOVED.

GROUTED RIPRAP

SAND, SILTY, LOOSE, MOIST, BRN.

(FILL)

SILT, CLAYEY, SANDY, V. SOFT,

SATURATED, ORGANICS, BRN.-

SAND, F-M, SILTY, TR. CLAY, LOOSE,

SAT., OCC. STICK OR BARK, GRAY

SAND, F-C, SILTY, LOOSE, SAT.,

SAND, SILTY, CLAY SEAMS, LOOSE,

SATURATED, GRAY W/BRN.

CLAY, SILTY, SANDY, M. STIFF, WET,

DK. GRAY BRN.

CLAY, SILTY, M. STIFF, MOIST-WET,

SHELLS, GRAY BRN.

SHELL FRAGMENTS, GRAY

93-26M

23 AUG. 1993

G.S. 676.1

W.L. 673.8

621.1

CH

CL

SP-

SM

SP

SC

CH

SP-

SM

SP

1. WATER LEVEL DETERMINED AFTER 45 MINUTES.

BOTTOM OF AUGER = EL. 671.1.

BOTTOM OF HOLE = EL. 671.1.

2. HOLLOW STEM AUGER SET TO EL. 667.1. HOLE

STABILIZED WITH DRILLING FLUID BELOW EL. 667.1.

3. HOLE BACKFILLED WITH CEMENT-BENTONITE GROUT,

AND ALL AUGER REMOVED.

ML

41.0 62 29

214145.6

33.4 2125

45.6 41 21

-CH

CLAY, SILTY, V. SOFT, WET-

SATURATED, ROOTS, BRN.

SAND, F, CLAYEY, SILTY, LOOSE,

SATURATED, GRAY BRN.

CLAY, SILTY, SANDY, V. SOFT,

WET, BRN.-GRAY BRN.

SAND, F, SILTY, TR. CLAY, LOOSE,

SATURATED, BARK, GRAY

SATURATED, TR. SHELL FRAGS,

CLAY, SILTY, GRAVELLY, M. STIFF,

MOIST-WET, SHELLS, BRN.

SAND, F-M, CLAYEY, SITY, LOOSE,

WET-SAT., DK. GRAY

CLAY, SILTY, TR. SAND STRINGERS,

V. SOFT-SOFT, MOIST-WET, SHELLS,

SATURATED, LT. GRAY

.D

G N

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S T P

A U

L

M

IN

N E

S O

T A

L O

C K A

N D D

A M N

O U

P P

E R E

M B

A N

K M

E N

T S

L O

C K A

N D D

A M N

O

S T P

A U

L D

IS

T R

IC

T M

IS

S

IS

S

IP

P I

R

IV

E R

B L

D L o g s

B -2

.d g n

G .R .S

B-603

S E

P T

E M

B E

R

J .R .C

T .G

B O

R

IN

G L

O G

S -7

M T

H R

U

-7

M

G E

O L

O G

IC

A L D

A T

A

-7

M -7

M -8

M

-8

M

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

US Army Corps of Engineers

St. Paul District

01-76M

30 49 21

OL

SP

CL

SP

RIPRAP

CLAY, SILTY, SOFT, MOIST-WET, PLANT

FRAGMENTS, GR-BLK

SAND, F-C, TRACE SILT, LOOSE-MED.

DENSE, SATURATED, GR

CLAY, SILTY, SANDY, F, SOFT-MED.

STIFF, WET, PLANT MATTER, SAND IN

THIN STRINGERS, DK. GR

SAND, F-M, TRACE SILT, LOOSE,

SATURATED, FE. STAIN, TAN-BRN

(FLUVIAL)

23-24 JAN 2001

G.S. 674.7

LL PLMC10DSPT

614.7

W.L. 674.5

1. WATER LEVEL DETERMINED AFTER 25 MINUTES IN UNCASED HOLE.

2. HOLLOW STEM AUGER SET TO EL.639.7, BELOW AUGER BENTONITE

DRILLING FLUID USED TO STABILIZE BORING.

3. BORINGS BACKFILLED WITH TREMIED CEMENT-BENTONITE GROUT.

N G V D

A D J

NOTES:

01-77M

44.4

SP

SP

OL

SP

OL

SP

RIPRAP

CLAY, SILTY, SOFT, MOIST-WET, PLANT

FRAGMENTS, GR-BLK

SAND, F-C, TRACE F. GRAVEL, TRACE SILT

& CLAY LENSES, MED. DENSE, SATURATED,

GR

CLAY, SILTY, SOFT-MED. STIFF, WET,

SHELL FRAGS, BLK

SAND, F-C, TRACE F. GRAVEL, TRACE

SILT, MED. DENSE, SATURATED, LT. GR

CLAY, SILTY, WITH SAND STRINGERS, AND

INTERBEDDED WITH WITH SAND SEAMS, F-M,

SOFT-LOOSE, WET-SATURATED, SANDS

INCLUDE SILT STRINGERS, BLK-BRN

(LACUSTRINE)

SAND, F-C, TRACE SILT, MED. DENSE,

SATURATED, MED. BRN (FLUVIAL)

SAND, F-C, SOME F-C GRAVEL, TRACE

SILT, MED. DENSE, SATURATED, MED.

BRN (FLUVIAL)

CL

SP

SM

SP-

LL PLMC10DSPT

595.0

SAND, F, SILTY, LOOSE. SATURATED,

LT. GR

24-25 JAN 2001

G.S. 675.0

W.L. 675.0

NOTES:

1. WATER LEVEL AT SURFACE.

2. HOLLOW STEM AUGER SET TO EL.667.0 BELOW AUGER BENTONITE

DRILLING FLUID USED TO STABILIZE BORING.

3. BORINGS BACKFILLED WITH TREMIED CEMENT-BENTONITE GROUT.

01-78M

35.8 36 20

OL

OL

OL

SM

SP

SP

SP

RIPRAP

CLAY, SILTY, V. SOFT, MOIST-WET, PLANT

FRAGMENTS, GR-BLK

CLAY, SILTY, V. SOFT, V. WET-WET,

PLANT FRAGMENTS, GR-BRN

SAND, F-M, LOOSE, SATURATED, DK. GR

CLAY, SILTY, V. SOFT, V. WET, PLANT

FRAGMENTS, BLK-GR

SAND, F, SILTY, CLAY SEAMS, LOOSE,

SATURATED, DK. GR

SAND F-M, TRACE SILT, LOOSE-MED.

DENSE, SATURATED, GR

SAND F-C, TRACE SILT STRINGERS, TRACE

F. GRAVEL, LOOSE-MED.DENSE, CLAM

SHELLS,SATURATED, GR

SAND, F, SILT IN SANDY SILT SEAMS,

LOOSE, SATURATED, CLAM SHELLS, DK.

GR

SAND F-M, TRACE SILT,MED. DENSE,

SATURATED, GR

LL PLMC10DSPT

625.9

G.S. 675.9

25-26 JAN 2001

W.S. 674.6

SM

SP-

NOTES:

1. WATER LEVEL DETERMINED AFTER 5 MINUTES IN UNCASED HOLE.

2. HOLLOW STEM AUGER SET TO EL. 665.9 BELOW AUGER BENTONITE

DRILLING FLUID USED TO STABILIZE BORING.

3. BORINGS BACKFILLED WITH TREMIED CEMENT-BENTONITE GROUT.

-SP-SM

01-79M

OH

OL

SP-SM

CLAY, SILTY, SOFT-V. SOFT, MOIST-WET,

SHELLS, PLANT MATTER, BRN-GR

(LACUSTRINE)

SAND, F-M, SILTY, SILT STRINGERS, MED.

DENSE, LOOSE, SATURATED, SHELLS, MED.

GR

CLAY, SILTY, PLANT MATTER, BRN

SAND, F-M, SILTY, SILT STRINGERS,

TRACE FINE GRAVEL, MED. DENSE,

LOOSE, SATURATED, SHELLS, MED. GR

LL PLMC10DSPT

645.8

25-26 JAN 2001

G.S. 675.8

W.L. 674.7

SM

SP-

NOTES:

1. WATER LEVEL DETERMINED AFTER 5 MINUTES IN UNCASED HOLE.

2. HOLLOW STEM AUGER SET TO EL.665.8, BELOW AUGER BENTONITE

DRILLING FLUID USED TO STABILIZE BORING.

4. BORINGS BACKFILLED WITH TREMIED CEMENT-BENTONITE GROUT.

3. 5" UNDISTURBED SAMPLES TAKEN IN OFFSET HOLE. (UU)

01-80M

43.8 56 27

OL

OH

SP

CLAY, SILTY, V. SOFT, MOIST-WET, PLANT

MATTER, BRN,

BRN-GR,

CLAY, SILTY, V. SOFT, WET, PLANT

MATTER, DK. BRN, (LACUSTRINE)

SAND, M., LOOSE, SATURATED, SHELLS,

MED. GR, (FLUVIAL)

LL PLMC10DSPT

647.2

SC

SM

SAND, F, CLAYEY, SILTY, LOOSE, SATURATED,

27 JAN 2001

G.S. 677.2

W.L. 674.5

1. WATER LEVEL DETERMINED AFTER 15 MINUTES.

BOTTOM OF AUGER = EL. 672.2

BOTTOM OF HOLE= EL. 672.5

BENTONITE DRILLING FLUID USED TO STABILIZE BORING.

2. HOLLOW STEM AUGER SET TO EL.667.2, BELOW AUGER

3. BORINGS BACKFILLED WITH TREMIED CEMENT-BENTONITE

GROUT.

01-81M

SP

OL

SP

OL

CH

CL

SP

OL

TOPSOIL

SAND, M-C, GRAVELLY, F-C, LOOSE,

DRY-MOIST, BRN, (FILL)

CLAY, SILTY, V. SOFT, WET-SATURATED,

PLANT MATTER, DK. BRN (LACUSTRINE)

CLAY, SILTY, V. SOFT, WET, PLANT

MATTER, FE.STAIN AROUND ORGANICS M.

BRN-GR (LACUSTRINE)

SAND, F-M, TRACE SILT, SOME CLAY

SEAMS AND STRINGERS, LOOSE,

SATURATED, M. GR,

CLAY SEAM, SILTY, BRN

CLAY, SILTY, F. SAND STRINGERS AND

SEAMS, V. SOFT, MOIST-WET, PLANT

MATTER, SHELLS, GR-BRN (LACUSTRINE)

LL PLMC10DSPT

623.0

OH

CH/

27 JAN 2001

G.S. 678.0

W.L. 674.7

1. WATER LEVEL DETERMINED AFTER 10 MINUTES.

BOTTOM OF AUGER = EL. 673.0

BOTTOM OF HOLE= EL. 668.0

2. HOLLOW STEM AUGER SET TO EL.668.0, BELOW AUGER BENTONITE

DRILLING FLUID USED TO STABILIZE BORING.

4. BORINGS BACK FILLED WITH TREMIED CEMENT-BENTONITE GROUT.

NOTES:

CLAY, SILTY, MED. STIFF, MOIST, SHELLS

ABUNDANT, DK. GR. (LACUSTRINE)

3. 5" UNDISTURBED SAMPLES TAKEN IN OFFSET HOLE. (3-UU, 2 CONSOL)

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S T P

A U

L

M

IN

N E

S O

T A

L O

C K A

N D D

A M N

O U

P P

E R E

M B

A N

K M

E N

T S

L O

C K A

N D D

A M N

O

S T P

A U

L D

IS

T R

IC

T M

IS

S

IS

S

IP

P I

R

IV

E R

B L

D L o g s

B -2

.d g n

G .R .S

B-604

T .G

J .R .C

S E

P T

E M

B E

R

B .D

G N

G E

O L

O G

IC

A L D

A T

A

-8

M -8

M -8

M -8

M -8

M

B O

R

IN

G L

O G

S -8

M -8

M

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

US Army Corps of Engineers

St. Paul District

01-82M

OL

CH

SP

CH

CL

SP

OL

CH

SP

SP

SAND, F., SILTY, CLAYEY,

FROZEN,WET, PLANT MATTER, BRN (TOPSOIL)

RIPRAP

CLAY, SILTY, F. SAND STRINGERS AND

SEAMS, V. SOFT, MOIST-WET, PLANT

MATTER, SHELLS, GR-BRN (LACUSTRINE)

CLAY, SILTY, MED. STIFF, MOIST, GR

(LACUSTRINE)

SAND, F-C, CLAYEY SILTY SEAMS, LOOSE,

SATURATED, PLANT MATTER, M. GR,

(FLUVIAL)

CLAY, SILTY, SOFT, MOIST-WET, SHELL

FRAGS, PLANT MATTER, DK.-M. GR.

(ALLUVIUM)

CLAY, MED. STIFF, MOIST, SHELLS, DK.

(FLUVIAL)

CLAY, MED. STIFF-SOFT, MOIST,

SHELLS, DK. GR-BRN (LACUSTRINE)

(FLUVIAL)

SAND, F-C, GRAVELLY, MED. DENSE,

SATURATED, M. GR. (FLUVIAL)

(LACUSTRINE)

SAND, M-C, GRAVELLY, MED. DENSE.

29 JAN 2001

G.S. 675.8

CH

CL/

SM

SP-

LL PLMC10DSPT

585.8

W.L. 675.8

1. WATER LEVEL DETERMINED AFTER 30 MINUTES.

BOTTOM OF AUGER = EL. 670.8

BOTTOM OF HOLE= EL. 671.8

2. HOLLOW STEM AUGER SET TO EL.667.8, BELOW AUGER

BENTONITE DRILLING FLUID USED TO STABILIZE BORING.

3. BORINGS BACK FILLED WITH TREMIED CEMENT-BENTONITE

GROUT.

-SM

DK. GR (LACUSTRINE)

CLAY, SILTY, MED. STIFF, MOIST, SHELLS,

SAND, M., MED. DENSE, SATURATED, M. GR.

GR. (LACUSTRINE)

SAND, SILTY, MED. DENSE, SATURATED, GR.

CLAY, SILTY, MED. STIFF, MOIST, BRN.-GR.

01-83M

OL

SM

SP

OL

CH

LL PLMC10DSPT

G.S. 677.4

30 JAN 2001

SEAM

W.L. 674.9

1. WATER LEVEL DETERMINED AFTER5 MINUTES IN

UNCASED HOLE.

2. HOLLOW STEM AUGER SET TO EL.668.4, BELOW AUGER

BENTONITE DRILLING FLUID USED TO STABILIZE BORING.

3. 5" UNDISTURBED SAMPLES TAKEN IN OFFSET HOLE (2 U-U)

4. BORINGS BACKFILLED WITH TREMIED CEMENT-BENTONITE

GROUT.

CLAY, SILTY, SANDY SEAMS, SOFT,

WET-STAURATED, PLANT MATTER,

GR.

SAND, F-C, SCATTERED SILT SEAMS,

LOOSE, SATURATED, GR.

(FLUVIAL)

CLAY, MED. STIFF, MOIST, SHELLS,

SHELL FRAGMENTS, GRN.-GR.

(LACUSTRINE)

CLAY, SILTY, SOME F. SAND IN ZONES,

SOFT, WET, PLANT MATTER ABUNDANT,

GR. (LACUSTRINE)

01-84M

40 45 22

OL

SP

LL PLMC10DSPT

647.9

OL

ML/

G.S. 677.9

31 JAN 2001

W.L. 674.3

CLAY, SILTY, V. SOFT, MOIST,

PLANT MATTER, BRN.

(TOPSOIL)

CLAY, SILTY, SANDY, V.

SOFT, SATURATED, PLANT

MATTER, DK. GR.

SAND, F-C, TRACE SILT,

LOOSE-MED. DENSE,

SATURATED, GR.

(FLUVIAL)

1. WATER LEVEL DETERMINED AFTER 5 MINUTES.

BOTTOM OF AUGER = EL. 672.9

BOTTOM OF HOLE= EL. 670.8

2. HOLLOW STEM AUGER SET TO EL.668.9, BELOW AUGER

BENTONITE DRILLING FLUID USED TO STABILIZE BORING.

3. BORINGS BACK FILLED WITH TREMIED CEMENT-BENTONITE

GROUT.

01-85M

46 58 25

Pt

OH

SP

PEAT

LL PLMC10DSPT

655.0

G.S. 675.0

31 JAN 2001

W.L. 674.5

CLAY, SILTY, V. SOFT, WET,

PLANT MATTER, DK. GR.

(LACUSTRINE)

SAND, F-C, LOOSE, SATURATED,

GR. (FLUVIAL)

2. HOLLOW STEM AUGER SET TO EL.660.0.

3. BORING BACKFILLED WITH BENTONITE CHIPS TO

SURFACE.

01-86M

OL

SP

LL PLMC10DSPT

647.0

G.S. 677.O

31 JAN 2001

CL

SC/

W.L. 674.1

1. WATER LEVEL DETERMINED AFTER5 MINUTES IN UNCASED

HOLE.

2. HOLLOW STEM AUGER SET TO EL.667.0, BELOW AUGER

BENTONITE DRILLING FLUID USED TO STABILIZE BORING.

3. BORINGS BACKFILLED WITH TREMIED CEMENT-BENTONITE

GROUT.

WOOD, GR. (ALLUVIUM)

SAND, F-C, LOOSE, SATURATED,

SILTY, CLAYEY, SAND, F., SOFT-

LOOSE, SATURATED, PLANT MATTER,

MOTTLED GR. (ALLUVIUM)

WET, PLANT MATTER, BRN.

(ALLUVIUM)

CLAY, SILTY, V. SOFT, MOIST-

01-87M

OL

SP

CL

CH

CLAY, SILTY, SOFT, MOIST-WET, DK.-M.

GR. (LACUSTRINE)

CLAY, SOFT-MED. STIFF, MOIST-WET,

SHELLS, DK. GR, (LACUSTRINE)

LL PLMC10DSPT

636.0

CL

SC/

G.S. 676.0

2 FEB 2001

W.L. 673.6

PLANT MATTER, BRN. (ALLUVIUM)

CLAY, SILTY, V. SOFT, MOIST-WET,

SILTY, CLAYEY, SAND, F., SOFT-

MOTTLED GR. (ALLUVIUM)

LOOSE, SATURATED, PLANT MATTER,

SAND, F-C, LOOSE, SATURATED, WOOD,

GR. (FLUVIAL)

2. HOLLOW STEM AUGER SET TO EL.667.0, BELOW AUGER

BENTONITE DRILLING FLUID USED TO STABILIZE BORING.

3. BORINGS BACKFILLED WITH TREMIED CEMENT-BENTONITE

GROUT.

LL PLMC10DSPT

NOTES

G.S. 676.5

651.5

W.S. 674.8

01-88M

20 AUGUST 2001

655.9

AIR

H O

SP-

SM

TOP OF DECK

SAND, M., SILTY, LOOSE,

SATURATED, SCAT. WOOD

FRAGMENT, GR.

(FLUVIAL)

1. BORING OBTAINED FROM FLOATING

PLANT ON MISSISSIPPI RIVER.

2. 4" CASING SET TO EL. 652.5’.

3. ANALYTICAL CHEMISTRY PREFORMED

ON ALL SAMPLES.

4. CASING REMOVED AND HOLE ALLOWED

TO CAVE.

0.07

0.10

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S T P

A U

L

M

IN

N E

S O

T A

L O

C K A

N D D

A M N

O U

P P

E R E

M B

A N

K M

E N

T S

L O

C K A

N D D

A M N

O

S T P

A U

L D

IS

T R

IC

T M

IS

S

IS

S

IP

P I

R

IV

E R

B L

D L o g s

B -2

.d g n

R .G .S

B-605

T .G

J .R .C

S E

P T

E M

B E

R

B .D

G N

-9

M T

H R

U

-1

M

B O

R

IN

G L

O G

S

-8

M T

H R

U

-9

M

G E

O L

O G

IC

A L D

A T

A

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

US Army Corps of Engineers

St. Paul DistrictLL PLMC10DSPT

NOTESNOTES

G.S. 676.4

651.5

W.S. 674.8

01-89M

20 AUGUST 2001

656.3

AIR

H O

TOP OF DECK

1. BORING OBTAINED FROM FLOATING

PLANT ON MISSISSIPPI RIVER.

2. 4" CASING SET TO EL. 652.5’.

3. ANALYTICAL CHEMISTRY PREFORMED

ON ALL SAMPLES.

4. CASING REMOVED AND HOLE ALLOWED

TO CAVE.

SAND, M., OCC. F. GRAVEL,

LOOSE, SATURATED, SCAT.

SHELL FRAGMENTS, GR.

(FLUVIAL)

SP-

SM

0.10

0.10

LL PLMC10DSPT

NOTESNOTES

G.S. 676.4

651.5

W.S. 674.8

01-90M

21 AUGUST 2001

655.4

AIR

H O

TOP OF DECK

1. BORING OBTAINED FROM FLOATING

PLANT ON MISSISSIPPI RIVER.

2. 4" CASING SET TO EL. 652.5’.

3. ANALYTICAL CHEMISTRY PREFORMED

ON ALL SAMPLES.

4. CASING REMOVED AND HOLE ALLOWED

TO CAVE.

SAND, M.-C., TRACE F. GRAVEL,

LOOSE, SATURATED, OCC. WOOD

OR SHELL FRAGMENT, GR.

(FLUVIAL)

SP-

SM

0.10

0.10

LL PLMC10DSPT

NOTESNOTES

G.S. 676.4

651.5

W.S. 674.8

01-91M

21 AUGUST 2001

656.8

AIR

H O

TOP OF DECK

1. BORING OBTAINED FROM FLOATING

PLANT ON MISSISSIPPI RIVER.

2. 4" CASING SET TO EL. 652.5’.

3. ANALYTICAL CHEMISTRY PREFORMED

ON ALL SAMPLES.

4. CASING REMOVED AND HOLE ALLOWED

TO CAVE.

SAND, M.-C., LOOSE,

SATURATED, SCAT. WOOD

FRAGMENTS, GR.-BRN.

(FLUVIAL)

0.10

0.10

SP-

SM

LL PLMC10DSPT

NOTESNOTES

G.S. 676.4

651.5

W.S. 674.8

01-92M

21 AUGUST 2001

658.6

AIR

H O

TOP OF DECK

1. BORING OBTAINED FROM FLOATING

PLANT ON MISSISSIPPI RIVER.

2. 4" CASING SET TO EL. 652.5’.

3. ANALYTICAL CHEMISTRY PREFORMED

ON ALL SAMPLES.

4. CASING REMOVED AND HOLE ALLOWED

TO CAVE.

SP-

SM

SAND, M.-C., LOOSE, SATURATED,

GR.-BRN. (FLUVIAL)

0.10

0.10

NOTES

1. BORING OBTAINED THROUGH ICE ON MARSH LAKE.

WATER LEVEL AT ICE SURFACE.

2. SET 3 1/4- INCH HOLLOW STEM AUGER TO EL. 660.9’.

3. ALL CASING REMOVED AND HOLE ALLOWED TO CAVE.

03-93M

ICE

-H2O

MARSH LAKE ICE SURFACE

CLAY, SILTY, ORGANIC RICH, V. SOFT,

SATURATED, PLANT MATTER, ROOTS,

(LACUSTRINE)

LL PLMC10DSPT

658.9

CH/

OH

W.S. 673.9

G.S. 671.4

SP

WATER

MEALY TEXTURE, DK. GR

4 MARCH 2003

SAND, F.-M., SILTY, LOOSE, SATURATED,

GR (FLUVIAL)

NOTESNOTES

1. BORING OBTAINED THROUGH ICE ON MARSH LAKE.

WATER LEVEL AT ICE SURFACE.

2. SET 3 1/4- INCH HOLLOW STEM AUGER TO EL. 663.9’.

3. ALL CASING REMOVED AND HOLE ALLOWED TO CAVE.

SP

ICE

H2O

MARSH LAKE ICE SURFACE

WATER

CLAY, SILTY, SOME F. SAND, V. SOFT,

SATURATED, OOZE LIKE, SHELL FRAGS,

PLANT MATTER, ROOTS, GR-BLK

(LACUSTRINE)

SAND, F., SILTY, CLAYEY, LOOSE,

SATURATED, LT. GR (FLUVIAL)

SAND, F-M, LOOSE, SATURATED, LT. TO

MED. GR (FLUVIAL)

LL PLMC10DSPT

658.9

CH/

OH

SP/

SP-

SM

03-94M

4 MARCH 2003

W.S. 673.9

G.S. 670.7

NOTESNOTES

1. BORING OBTAINED THROUGH ICE ON MARSH LAKE.

WATER LEVEL AT ICE SURFACE.

2. SET 3 1/4- INCH HOLLOW STEM AUGER TO EL. 658.9’.

3. ALL CASING REMOVED AND HOLE ALLOWED TO CAVE.

ICE

-SP-SM

SP

SP

MARSH LAKE ICE SURFACE

WATER

CLAY, SILTY, SOME F. SAND, V. SOFT,

SATURATED, OOZE LIKE, SHELL

SAND, F., SILTY, CLAYEY, LOOSE,

SATURATED, LT. GR (FLUVIAL)

SAND, F-M, LOOSE, SATURATED, LT. TO

MED. GR (FLUVIAL)

LT. GR (FLUVIAL)

SAND, F-M, LOOSE, SATURATED, LT. TO

MED. GR (FLUVIAL)

LL PLMC10DSPT

653.9

CH/

OH

SP/

SP-

SM SAND, F., SILTY, LOOSE, SATURATED,

GR-BLK (LACUSTRINE)

FRAGS, PLANT MATTER, ROOTS,

-H2O

03-95M

4 MARCH 2003

W.S. 673.9

G.S. 670.8

NOTESNOTES

1. BORING OBTAINED THROUGH ICE ON MARSH LAKE.

WATER LEVEL AT GROUND SURFACE.

2. SET 3 1/4- INCH HOLLOW STEM AUGER TO EL. 664.8’.

3. ALL CASING REMOVED AND HOLE ALLOWED TO CAVE.

-ICE MARSH LAKE ICE SURFACE

CLAY, SILTY, SOME F. SAND, V. SOFT,

SATURATED, OOZE LIKE, PLANT

(LACUSTRINE)

SAND, F., SILTY, LOOSE, SATURATED,

LT. GR (FLUVIAL)

LL PLMC10DSPT

659.8

SP/

SP-

SM

OL/

OH

MATTER, ROOTS, GR-BLK

03-96M

4 MARCH 2003

G.S. 673.9

NOTESNOTES

1. BORING OBTAINED THROUGH ICE ON MARSH LAKE.

WATER LEVEL AT ICE SURFACE.

2. SET 3 1/4- INCH HOLLOW STEM AUGER TO EL. 659.9’.

3. ALL CASING REMOVED AND HOLE ALLOWED TO CAVE.

ICE

SP

MISSISSIPPI RIVER ICE SURFACE

WATER

CLAY, SILTY, SOME F. SAND, V. SOFT,

SATURATED, OOZE LIKE, PLANT MATTER,

ROOTS, GR-BLK (LACUSTRINE)

SAND, F-C, LOOSE, SATURATED, LT. TO

MED. GR (FLUVIAL)

LL PLMC10DSPT

654.9

CH/

OH

-H2O

03-97M

4 MARCH 2003

W.S. 674.9

G.S. 671.7

W.L. 673.9

NOTESNOTES

1. WATER LEVEL DETERMINED 5-MINUTES AFTER CASING WAS PULLED.

2. SET 3 1/4- INCH HOLLOW STEM AUGER TO EL. 659.9’.

3. ALL CASING REMOVED AND HOLE FILLED WITH 3/8-INCH

BENTONITE CHIPS.

CLAY,SILTY, SOFT-V. SOFT, MUCKY,

WET-SATURATED, PLANT MATTER, BRN-GR

SAND, F.-M., SILTY, TRACE CLAYEY SAND

SEAMS, LOOSE, SATURATED, LT. GR

(FLUVIAL)

SAND, F-M, SCAT. ORGANIC SEAMS,

BARK, M. GR (FLUVIAL)

LL PLMC10DSPT

663.0

SP

SP-

SM/

SM

CH/

OH

LOOSE, SATURATED, WOOD CHIPS &

03-98M

5 MARCH 2003

G.S. 678.0

ICE

H2O

MISSISSIPPI RIVER ICE SURFACE

WATER

SILT, CLAYEY, V. SOFT, SATURATED,

MUCKY, HIGHLY ORGANIC, PLANT MATTER,

GR-BLK (FLUVIAL-LACUSTRINE)

SAND, F-M, SILTY, CLAYEY, LOOSE,

SATURATED, DK. GR

SAND, F, SILTY, LOOSE, SATURATED, GR

(FLUVIAL)

SAND, F-M, SILTY, LOOSE, SATURATED,

WOOD CHIPS & BARK IN SEAMS, GR

(FLUVIAL)

LL PLMC10DSPT

654.9

MH/

OH

-SP-SM/SM

SM/

SC

SP-

SM

NOTESNOTES

1. BORING OBTAINED THROUGH ICE ON MARSH LAKE.

WATER LEVEL AT ICE SURFACE.

2. SET 3 1/4- INCH HOLLOW STEM AUGER TO EL. 659.9’.

3. ALL CASING REMOVED AND HOLE ALLOWED TO CAVE.

03-99M

5 MARCH 2003

W.S. 674.9

G.S. 671.5

W.L. 673.0

1. WATER LEVEL DETERMINED 5-MINUTES AFTER CASING

WAS PULLED. BORING CAVED TO EL. 675.0

2. SET 3 1/4- INCH HOLLOW STEM AUGER TO EL. 665.4’.

3. ALL CASING REMOVED AND HOLE FILLED WITH 3/8-INCH

BENTONITE CHIPS.

NOTESNOTES

CH/

OH0

SP

CLAY,SILTY, SANDY, F, V. SOFT,

WET-SATURATED, MUCKY, PLANT MATTER,

ROOTS, GR-BLK

SAND, SILTY SEAMS WITH ORGANICS,

LL PLMC10DSPT

660.4

LOOSE, SATURATED, BARK, DK. TO MED.

GR (FLUVIAL)

5 MARCH 2003

G.S. 675.4

03-100M

LD3UE01G002___G-002---.dgn, Design

The Model File, LD3UE04B101___B-101---.dgn, Design

LD3UE05C001___C-001---.dgn, Design

LD3UE05C004___C-004---.dgn, Design

LD3UE05C005___C-005---.dgn, Design

LD3UE05C006___C-006---.dgn, Design

LD3UE05C007___C-007---.dgn, Design

LD3UE05C008___C-008---.dgn, Design

LD3UE05C009___C-009---.dgn, Design

LD3UE05C010___C-010---.dgn, Design

LD3UE05C011___C-011---.dgn, Design

LD3UE05C012___C-012---.dgn, Design

LD3UE05C013___C-013---.dgn, Design

Design Plate, LD3UE05C301___C-301---.dgn, Design

Design Plate, LD3UE05C301___C-301---.dgn, Design