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N o fi
US Army Corps of Engineers
US Army Corps of Engineers
Solicitation: W912ES-09-B-0008
Contract: W912EE-XX-X-XXXX
Month 20XX
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
St. Paul District
Lock And Dam No.3 Upper Embankments
Mississippi River
Lock And Dam No. 3
L D
U
E
G
G -0 d g n
C O
V E
R S
H E
E T
G-001
V e rt ic a l C o o rd in a te S y s te m
M S
L N
G V
D
A D J
W
IS
C O
N S
IN
S
T A
T E P
L A
N E S
Y S
T E
M
C E
N T
R A
L Z
O N
E
H o ri z o n ta l C o o rd in a te S y s te m
N A
D
U S S
U R
V E
Y F
T
S T P
A U
L
M
IN
N E
S O
T A
A N
S I
D
J B
M
A A
M
C A
A
W E
L C
H
M
IN
N E
S O
T A
A A
M W
E
S -0
-B -0
APPROVED BY:
APPROVAL RECOMMENDED BY:
BRANCH
BRANCH
CHIEF
CHIEF
CHIEF
PROJECT MANAGER
EC-D
EC-H
DIVISIONENGR & CONST
CHIEF COST/SPEC/CIVIL/LA SECTION
DISTRICT ENGINEER
THIS PROJECT WAS DESIGNED BY THE ST.
PAUL DISTRICT CORPS OF ENGINEERS.
THE INITIALS OR SIGNATURES AND REGIS-
TRATION DESIGNATIONS OF INDIVIDUALS
APPEAR ON THESE PROJECT DOCUMENTS
WITHIN THE SCOPE OF THEIR EMPLOY-
MENT AS REQUIRED BY ER 1110-1-8152.
SIGNATURES INDICATE OFFICIAL RECOM-
MENDATION OF ALL DRAWINGS IN THIS SET.
CHIEF MECH/ELEC/STRU/ARCH SECTION
CHIEF GEOTECH/GEOLOGY/SURV SECTION
CHIEF HYDRAULICS & HYDROLOGY SECTION
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
VICINITY MAP
L/D 10
L/D 9
L/D 1
L/D 2 L/D 3
L/D 5
L/D 7
L/D 4
L/D 5A L/D 6
L/D 8
MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
C A N A D A
ST. PAULS.A.F. L/D’S
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION
MINNEAPOLIS
L/D LOCK AND DAM
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
S O U R
IS
R
DEVIL’S
LAKE
R E D
R
IV
E R
O F
T H E
N O R T H
LAKE OF
THE WOODS
UPPER
RED LAKE
LOWER
RED LAKE
LAKE
ITASCA
CASS
LAKE
LAKE
WINNIBIGOSHISH
GRAND RAPIDS
LEECH
LAKE
MILLE
LACS
LAKEM
IS
S
IS
S
IP
P
IR.
S T C
ROI
X R .
LAKE
PEPIN
M
INNE
S
OTA
RIVER
BIGSTONE
LAKE
LAKE
TRAVERSE
ST.CLOUD
WIS
CONSIN R.
MICHIGAN
LAKE SUPERIOR
LEGEND
LOCATION MAP
LAKE
ASHTABULA
SHEYENNE
R.
LAKE
DARLING
GRAND
FORKS
EAU CLAIRE
MADISON
PORTAGE
CH
IP
P E W A
R
VALLEY
CITY
N
SCALE IN MILES
1000 1000
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
L D
U
E
G
G -0 d g n
L O
C A
T
IO
N V
IC
IN
IT
Y M
A P
G-002
SCALE: 1’’= 800’-0"
0 800’800’ 400’
N
S T P
A U
L
M
IN
N E
S O
T A
W E
L C
H
M
IN
N E
S O
T A
W E
S -0
-B -0
J B
M
A A
M
A A
M
C A
A
A N
S I
D
PROJECT LOCATION
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 a u t o t im e
St. Paul District
G O O D H U E C O U N T Y
FLOW
M A R S H L A K E
M
I S
S
I S
S
I P
P
I R
I V
E
R
M I N N E S O T A
FLOW
M
I S
S
I P
R
P I E R C E C O U N T Y
W I S C O N S I N
G A N T E N B E I N
L A K E
T R
IM
B E L L
IV
E R
F L O
W T
O
U .S . H
W Y . 6
D
IA
M O
N D
B L U F F
B U R L
IN
G T
R T
H E R
N
R .R
S O
O
L
IN
E
R .R
290 TH AVE.
LOWER RIVER ROAD
T O H
A G
C I T
Y
O
E
DAM
EARTH DIKE A
LOCK
LOADING DOCK
VISITOR PARKING LOT
ENTRANCE ROAD
CENTRAL CONTROL STATION
GATE
SITE ACCESS ROAD
BLUFF
BLUFF
BLUFF
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL LEGEND
VIEW SUBTITLE
(CENTERED UNDER
EACH VIEW)
SECTION CUT W/
VIEW SHOWN ON
SAME DRAWING
SECTION CUT W/
VIEW SHOWN ON
ANOTHER DRAWING
DETAIL SYMBOL W/
VIEW SHOWN ON
SAME DRAWING
DETAIL SYMBOL W/
VIEW SHOWN ON
ANOTHER DRAWING
FRONT SIDE
SECTION
ELEVATION
TOP
A
C-501
LIMITS OF WORK
FILL
CUT
97-41M
BORING LOCATION
AND NUMBER
WATERMAIN
P.I. POINT
MANHOLE
CATCHBASINCB
WATER VALVE
FIRE HYDRANT
REMOVED BUILDINGS
EXISTING
SANITARY SEWER
EXISTING
STORM SEWER
NEW
SANITARY SEWER
NEW STORM SEWER
LEVEE
DWG OUTLINE
AND NUMBER
EXISTING
OVERHEAD P0WER
EXISTING UNDER-
GROUND DUCT
EXISTING GAS
GENERAL NOTES:
SHEETPILE
EXIST
MAX
MIN
SST
TYP
EXISTING
FAR FACE
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
FF
GALV
HT
IF
MISC
NF
OF
NO
OC
SPEC
T&B
UNO
UGND
FES FLARED END SECTION WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
SCALE:
D5 DETAIL/SECTION
SUPPLEMENTAL INFORMATION
C-102
C-302
SECTION/DETAIL
TITLE ON SAME
DRAWING
(CENTERED UNDER
SECTION/DETAIL)
SECTION/DETAIL
TITLE ON ANOTHER
DRAWING
(CENTERED UNDER
SECTION/DETAIL)
SHEET ID X-000
A A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
L D
U
E
G
G -0 d g n
J B
M
A A
M
A A
M
C A
A
G-003
D R
A W
IN
G I
N D
E X A
N D L
E G
E N
D
D R
A W
IN
G I
N D
E X
S T P
A U
L
M
IN
N E
S O
T A
A N
S I
D
W E
L C
H
M
IN
N E
S O
T A
W E
S -0
-B -0
N .T .S
RIGHT OF WAY
1. TIE DIAGRAMS AND DETAILS DESCRIPTIONS OF HORIZONTAL AND
VERTICAL CONTROL POINTS ARE AVAILABLE FROM THE ST. PAUL
DISTRICT OFFICE (651) 290-5596.
2. ORIGINAL DATA COMPILED NAD 83 US FOOT.
3. ELEVATION REFER TO M.S.L. (1912 ADJ.).
4. WISCONSIN ORIGINAL DATA FROM 1997 & 2007 GROUND SURVEYS.
5. ORIGINAL SOUNDING DATA FROM 2007 SOUNDINGS.
6. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION
OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE
CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION AS TO
THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO
AVOID DAMAGE TO THESE UTILITIES.
7. COORDINATES BASED ON WISCONSIN STATE PLANE GRID SYSTEM,
CENTRAL ZONE.
CULTURAL RESOURCE
BOUNDRY
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
LD3UE01G001___G-001---
LD3UE01G002___G-002---
LD3UE01G003___G-003---
LD3UE01G004___G-004---
LD3UE04B101___B-101---
LD3UE04B601___B-601---
LD3UE04B602___B-602---
LD3UE04B603___B-603---
LD3UE04B604___B-604---
LD3UE04B605___B-605---
LD3UE05C001___C-001---
LD3UE05C002___C-002---
LD3UE05C003___C-003---
LD3UE05C004___C-004---
LD3UE05C005___C-005---
LD3UE05C006___C-006---
LD3UE05C007___C-007---
LD3UE05C008___C-008---
LD3UE05C009___C-009---
LD3UE05C010___C-010---
LD3UE05C011___C-011---
LD3UE05C012___C-012---
LD3UE05C013___C-013---
LD3UE05C014___C-014---
LD3UE05C015___C-015---
LD3UE05C101___C-101---
LD3UE05C102___C-102---
LD3UE05C103___C-103---
LD3UE05C104___C-104---
LD3UE05C105___C-105---
LD3UE05C106___C-106---
LD3UE05C107___C-107---
LD3UE05C108___C-108---
LD3UE05C109___C-109---
LD3UE05C110___C-110---
LD3UE05C301___C-301---
LD3UE07S401___S-401---
LD3UE07S302___S-302---
LD3UE07S203___S-203---
LD3UE07S504___S-504---
LD3UE07S105___S-105---
LD3UE07S206___S-206---
COVER SHEET
COVER SHEET
LOCATION & VICINITY
INDEX DRAWING (CONTRACT DRAWINGS)
CONTRACT INDEX - LD3 UPPER EMBANKMENTS
INDEX DRAWING (REFERENCE DRAWINGS)
REF. INDEX - LD3 UPPER EMBANKMENTS
GEOTECHNICAL DRAWINGS
BORING LOG LOCATION PLAN
BORING LOGS (73-3M THRU 77-10M)
BORING LOGS (93-21M THRU 93-26M)
BORING LOGS (01-76M THRU 01-81M)
BORING LOGS (01-82M THRU 01-88M)
BORING LOGS (03-96M THRU 03-100M)
CIVIL/SITE DRAWINGS
GENERAL PLAN & HORIZ / VERT CONTROL
UPPER EMBANKMENT CONTROL LINE DATA
UPPER EMBANKMENT CONTROL LINE DATA
LIMITS OF WORK, PLAN SHEET 1
LIMITS OF WORK, PLAN SHEET 2
LIMITS OF WORK, PLAN SHEET 3
LIMITS OF WORK, PLAN SHEET 4
LIMITS OF WORK, PLAN SHEET 5
LIMITS OF WORK, PLAN SHEET 6
LIMITS OF WORK, PLAN SHEET 7
LIMITS OF WORK, PLAN SHEET 8
LIMITS OF WORK, PLAN SHEET 9
LIMITS OF WORK, PLAN SHEET 10
LIMITS OF WORK, TABLE SHEET 1
LIMITS OF WORK, TABLE SHEET 2
PLAN & PROFILE SHT 1 (STA 2+50 TO 16+00)
PLAN & PROFILE SHT 2 (STA 16+00 TO 29+00)
PLAN & PROFILE SHT 3 (STA 29+00 TO 40+00)
PLAN & PROFILE SHT 4 (STA 40+00 TO 53+00)
PLAN & PROFILE SHT 5 (STA 53+00 TO 66+50)
PLAN & PROFILE SHT 6 (STA 66+50 TO 78+50)
PLAN & PROFILE SHT 7 (STA 78+50 TO 90+00)
PLAN & PROFILE SHT 8 (STA 90+00 TO 101+00)
PLAN & PROFILE SHT 9 (STA 101+00 TO 111+50)
PLAN & PROFILE SHT 10 (STA 111+50 TO 123+00)
TYPICAL SECTIONS & DETAILS
STRUCTURAL DRAWINGS
CONTROL STRUCTURE PLAN VIEW
SECTIONS AND DETAILS
STRUCTURE REBARS
DETAILS SHEET
SHEET PILE PROFILE
VEHICLE GATE
G-001
G-002
G-003
G-004
B-101
B-601
B-602
B-603
B-604
B-605
C-001
C-002
C-003
C-004
C-005
C-006
C-007
C-008
C-009
C-010
C-011
C-012
C-013
C-014
C-015
C-101
C-102
C-103
C-104
C-105
C-106
C-107
C-108
C-109
C-110
C-301
S-401
S-302
S-203
S-504
S-105
S-206
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
AS-BUILT
DRAWING NO.
SHEET
REF.
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
L D
U
E
G
G -0 d g n
J B
M
A A
M
A A
M
C A
A
G-004
D R
A W
IN
G I
N D
E X
S T P
A U
L
M
IN
N E
S O
T A
R E
F E
R E
N C
E I
N D
E X
A N
S I
D
W E
L C
H
M
IN
N E
S O
T A
W E
S -0
-B -0
N .T .S
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
POOL3DC_D1
POOL3DC_D2
POOL3HY_H1
POOL3HY_H2
TAIL3DC_D1
TAIL3DC_D2
TAIL3HY_H1
TAIL3HY_H2
LD3-CURVES
M-L3-52/20_FS
M-L3-52/21_FS
M-L3-52/22_FS
M-L3-52/23_FS
M-L3-52/24_FS
M-L3-52/27C_FS
M-P3-61/7
M-P3-61/9
M-P3-61/10
M-P3-61/11
R1
R2
R3
R4
R5
R6
R7
R8
R9
R10
R11
R12
R13
R14
R15
R16
R17
R18
R19
POOL3DC_D1.dgn
POOL3DC_D2.dgn
POOL3HY_D1.dgn
POOL3HY_D2.dgn
TAIL3DC_D1.dgn
TAIL3DC_D2.dgn
TAIL3HY_H1.dgn
TAIL3HY_H2.dgn
LD3-CURVES.dxf
M-L3-52/20_FS
M-L3-52/21_FS
M-L3-52/22_FS
M-L3-52/23_FS
M-L3-52/24_FS
M-L3-52/27C_FS
M-P3-61/7
M-P3-61/9
M-P3-61/10
M-P3-61/11
HYDROGRAPHS
ELEVATION DURATION CURVES - JANUARY-JUNE, POOL (1972-2008)
ELEVATION DURATION CURVES - JULY-DECEMBER, POOL (1972-2008)
HYDROGRAPHS, POOL (1999-2003)
HYDROGRAPHS, POOL (2004-2008)
ELEV. DURATION CURVES - JANUARY-JUNE, TAILWATER (1972-2008)
ELEV. DURATION CURVES - JULY-DECEMBER,TAILWATER (1972-2008)
HYDROGRAPHS, TAILWATER (1999-2003)
HYDROGRAPHS, TAILWATER (2004-2008)
DISCHARGE FREQUENCY CURVE & RATING CURVES
REFERENCE DRAWING HEADING
DIKES, PROJECT LOCATION AND INDEX
DIKES, HYDROGRAPHS
DIKES B TO J SITE MAP
DIKES B TO J GENERAL PLAN AND PROFILE
DIKES B TO J, PLAN, PROFILE, & SECTIONS
DIKE SAGS #1 & #2, LOCATION MAP & SECTIONS
SPOT DIKE SHORELINE RESTORATION, LOCATION MAP
SPOT DIKE SHORELINE RESTORATION, PLAN & PROFILE
SPOT DIKE SHORELINE RESTORATION, CROSS SECTIONS
SPOT DIKE SHOR. REST. PLAN, PROF., & TYP. SECTIONS
DESCRIPTIONDRAWING NO. PRODUCT I.D.
REFERENCE DRAWING INDEX
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
L D
U
E
B
B -1 d g n
SCALE: 1’’= 500’-0"
0 500’500’ 300’
N
01-76M = BORING NUMBER AND LOCATION
S T P
A U
L
M
IN
N E
S O
M
J C
B-101
U P
P E
R E
M B
A N
K M
E N
T S
B O
R
IN
G L
O C
A T
IO
N A
N D S
IT
E M
A P
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 a u t o t im e
St. Paul District
FLOW
B
R I N
G S
H
R O
U G
H
R O
U G
H
C A
T
F F
E D
G
S
P O
S
E A
S
01-76M
01-77M
93-23M
01-78M
01-79M
01-80M
93-22M
01-82M
01-81M
93-21M
01-84M
01-83M
01-85M
01-86M
01-87M
03-96M
93-26M 03-97M
03-98M
03-100M
03-99M
77-9M
77-10M
EARTH DIKE A
M A R S H L A K E
P I E R C E C O U N T Y
W I S C O N S I N
SPOT EMBANKMENT B
SPOT EMBANKMENT H
M S I
I S
S S I P
R
V
R
P I
I E
AND CONTROL STRUCTURE
SPOT EMBANKMENT C
SPOT EMBANKMENT A4
SPOT EMBANKMENT A3
SPOT EMBANKMENT A2
SPOT EMBANKMENT D
SPOT EMBANKMENT F
SPOT EMBANKMENT G
SPOT EMBANKMENT J
SPOT EMBANKMENT I
SPOT EMBANKMENTS E1 & E2
L D
L o g s
B
.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
G .R .S
T .G
B-601
J .R .C
S E
P T
E M
B E
R
B .D
G N
-6
M -7
M -8
M -9
M
-1
M
B O
R
IN
G L
O G
S -3
M -4
M -5
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
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.
V G 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
L
D L o g s
B -2
.d g n
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
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
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
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
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
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
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
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
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
L D
U
E
C
C -0 d g n
SCALE: 1’’= 600’-0"
0 600’600’ 300’
G E
N E
R A
L P
L A
N S
T A
G E
U P
P E
R E
M B
A N
K M
E N
T S
N
HORIZONTAL & VERTICAL CONTROL
COORDINATES
NORTHING (Y) EASTING (X)
DESCRIPTIONBENCH
MARK
H O
R
IZ
O N
T A
L V
E R
T
IC
A L C
O N
T R
O L S
S T P
A U
L
M
IN
N E
S O
T A
J B
M
A A
M
C A
A
C-001
A N
S I
D
/0
/0
A A
M
W E
L C
H
M
IN
N E
S O
T A
ELEVATION
(1912 MSL)
W E
S -0
-B -0
NOTE:
295523.876
305300.770
295044.435
295764.160
295278.780
297935.615
297691.507
298316.711
298281.945
298729.008
298685.990
299999.959
299961.954
301183.995
301061.500
301429.177
301393.705
302374.802
301865.620
303844.242
303621.723
304753.576
304423.793
1288413.328
1287906.670
1288848.302
1287773.430
1288801.990
1286192.344
1286168.477
1286322.774
1286308.968
1286288.613
1286283.260
1286741.807
1286727.998
1287110.784
1287107.862
1287063.200
1287050.916
1287202.297
1287167.864
1287433.736
1287161.857
1288043.752
1288003.657
ON DIKE A - 1" I.D. STEEL PIPE,
0.4’ ABOVE GROUND.
1"X 3’STEEL BAR, NORTH SIDE OF
TRAIL ENTRANCE, RIVER SIDE 290th
3.5" ALUMINUM CAP,IN STORAGE YARD
OF L/D#3, 8’ RIVERWARD OF FENCE
UPSTREAM END OF SHEETPILE, PIPE
SPOT DIKE A
DOWNSTREAM END OF SHEETPILE, PIPE
SPOT DIKE A
UPSTREAM END OF SHEETPILE, PIPE
SPOT DIKE B
DOWNSTREAM END OF SHEETPILE, PIPE
SPOT DIKE B
UPSTREAM END OF SHEETPILE, PIPE
SPOT DIKE C
DOWNSTREAM END OF SHEETPILE, PIPE
SPOT DIKE C
UPSTREAM END OF SHEETPILE, PIPE
SPOT DIKE D
DOWNSTREAM END OF SHEETPILE, PIPE
SPOT DIKE D
UPSTREAM END OF SHEETPILE, PIPE
SPOT DIKE E
DOWNSTREAM END OF SHEETPILE, PIPE
SPOT DIKE E
UPSTREAM END ON THE SHEETPILE
SPOT DIKE F
DOWNSTREAM END ON THE SHEETPILE
SPOT DIKE F
UPSTREAM END ON THE SHEETPILE
SPOT DIKE G
DOWNSTREAM END ON THE SHEETPILE
SPOT DIKE G
UPSTREAM END OF SHEETPILE, PIPE
SPOT DIKE H
DOWNSTREAM END OF SHEETPILE, PIPE
SPOT DIKE H
UPSTREAM END OF SHEETPILE, PIPE
SPOT DIKE I
DOWNSTREAM END OF SHEETPILE, PIPE
SPOT DIKE I
UPSTREAM END OF SHEETPILE, PIPE
SPOT DIKE J
DOWNSTREAM END OF SHEETPILE, PIPE
SPOT DIKE J
682.65
N/A
685.062
676.60
685.95
677.80
676.40
677.30
677.95
676.78
676.99
677.50
677.10
676.26
677.15
675.84
676.67
675.41
676.79
676.16
676.64
676.26
676.01
TBM G-33
TBM GB-101
TBM D-5A
TBM G-32
TBM G-34A
TBM G-24
TBM G-25
TBM G-23A
TBM G-23
TBM G-22
TBM G-22A
TBM G-18
TBM G-18A
TBM G-16C
TBM G-16
TBM G-16B
TBM G-16A
TBM G-14
TBM G-15
TBM G-11
TBM G-12
TBM G-7
TBM G-8
1. THE HORIZONTAL DATUM IS NAD 1983, WI CENTRAL, THE VERTICAL IS 1912 MSL ADJUSTED.
2. FOR THE PURPOSE OF SETTING CONTROL, THE VERTICAL CONTROL ON TBM’S G-33 AND
TBM D-5A IS TO BE CONSIDERED OFFICIALY VALID.
3. THE VERTICAL CONTROL ON THE TBM’S THAT ARE ON THE ENDS OF EACH SPOT DIKE,
TBM’S G-8 THRU G-32 ARE TO BE CONSIDERED FOR REFERENCE ONLY.
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 a u t o t im e
St. Paul District
FLOW
M A R S H L A K E
M
I S
S
I S
S
I P
R
I P
P I E R C E C O U N T Y
W I S C O N S I N
G A N T E N B E I N
L A K E
DAM
EARTH DIKE A
LOADING DOCK
GATE
SITE ACCESS ROAD
DRAW
ING C-101
D R
A W
IN
G
C -10
D R
A W
IN
D R
A W
D R
A W
D
R A
W
D
R A
W
D R
A W
D R
A W
D
R A
W
0 BM
GB-101
BM
G-33
TBM
G-34A
TBM
G-32
TBM
G-25
TBM
G-24
TBM
G-23
TBM
G-23A
TBM
G-22A
TBM
G-22
TBM
G-18
TBM
G-18A
TBM
G-7
TBM
G-8
TBM
G-11
TBM
G-12
TBM
G-14
TBM
G-15
TBM
G-16
TBM
G-16C
TBM
G-16B
TBM
G-16A
TBM
D-5A
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
L D
U
E
C
C -0 d g n
C-002
U P
P E
R E
M B
A N
K M
E N
T S
C O
N T
R O
L L
IN
E D
A T
A
S T P
A U
L
M
IN
N E
S O
T A
J B
M
A A
M
C A
A
A N
S I
D
/0
/0
A A
M
W E
L C
H
M
IN
N E
S O
T A
W E
S -0
-B -0
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 a u t o t im e
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
C-003
U P
P E
R E
M B
A N
K M
E N
T S
C O
N T
R O
L L
IN
E D
A T
A
L D
U
E
C
C -0 d g n
A N
S I
D
S T P
A U
L
M
IN
N E
S O
T A
J B
M
A A
M
C A
A
/0
/0
A A
M
W E
L C
H
M
IN
N E
S O
T A
W E
S -0
-B -0
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 a u t o t im
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 a u t o t im e
St. Paul District
675 675
675 675
675 675
675 675
680 680
MISSISSIPPI RIVER BACKWATER
MARSH LAKE
244T c
246T c c
274T c c
270T c 250Tc
252T c
254T c 268Tc
266T
264T c
262T c c
225P c 220P
248T
N
M A
T
W
S T
A
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
L D
U
E
C
C -0 d g n
PLAN VIEW
S T P
A U
L
M
IN
N E
S O
T A
A N
S I
D
J B
M
A A
M
C A
A
S T
A
T
O
C-004
/0
/0
A A
M
W E
L C
H
M
IN
N E
S O
T A
W E
S -0
-B -0
W O
R K L
IM
IT
S
75’ 150’
SCALE:1"=75’
N .T
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
L D
U
E
C
C -0 d g n
100’0 50’
SCALE:1"=50’
A N
S I
D
J B
M
A A
M
C A
A
C-005
PLAN VIEW
S T P
A U
L
M
IN
N E
S O
T A
/0
/0
A A
M
S T
A
T
O
W E
L C
H
M
IN
N E
S O
T A
W O
R K L
IM
IT
S
W E
S -0
-B -0
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 a u t o t im e
St. Paul District
218T c
300T c
220T c
298T c
222T c
226T c
224T c
296T c
294T c
292T c c 228T c 230T c 288T c 290T c
232T c 286T c 236T c 234T c
284T c 282T c
238T c
240T c
242T c
244T c
246T c c 280T c 278T c
276T c
274T c
272T c
270T c 250T c 268T
248T
MARSH LAKE
N
M A
T
S T
A
M A
T
S
T A
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
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PLAN VIEW
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SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
E L
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320T c
200T c
202T c
204T c
318T c
316T c
314T c
312T c
206T c
310T c
208T c
308T c
210T c
306T c
212T c
304T c
214T c
302T c
216T c
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SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
660 660
MARSH LAKE
332T c334Tc
186T c
188T c
330T c328T c
192T c
190T c
326T c
194T c
324T c
196T c
322T c
198T c
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SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
0 66
665 665
670 670
675 675
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SHEET
IDENTIFICATION
D A
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A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
660 660
665 665
675 675
N
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358Tc
360T c
160T c
162T c
164T c
166T c
354T c
356T c
352T c
168T c
350T c
170T c
346T c
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172T c
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IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
MISSISSIPPI RIVER
M A
T
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366T c
154T c
364T c
156T c
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158T
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SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
FLOW
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M A
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372T c
148T c
370T c
150T c
368T c
152T
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SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
MARSH LAKE
M A
T
S
T A
M A
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A c
394T c
130T c
392T c
132T
388T c c 390Tc
386T c
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380T c
378T c
142T c
140T c
144T c
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374T c
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LIMITS OF CULTURAL RESOURCE
CULTURAL RESOURCE BOUNDRY LINE
S O
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SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
US Army Corps of Engineers a u t o t im e
St. Paul District
V
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120T c
118P c
122T c 124T c 116P c 114P c
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IDENTIFICATION
D A
T E
A P
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US Army Corps of Engineers
US Army Corps of Engineers a u t o t im
A R
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