08B0004_Full_Size_Part3.pdf
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Plans/drawings Part 3 of 3
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| Pool 8 Amendment 2.pdf | ||
| AC113_M-P8P3S3_STPLN_C-111328.pdf | ||
| Pool 8 Amendment 1.doc | DOC document | |
| AC302_M-P8P3S3_SECT_C-330230.pdf | ||
| AC111_M-P8P3S3_STPLN_C-111126.pdf | ||
| AC301_M-P8P3S3_SECT_C-330129.pdf | ||
| 08B0004_Full_Size_Part2.pdf | ||
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Text version
610 610
625 6
630 630
D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F il e
N a m e
P lo t
D a t e
P lo t
S c a le
D r a w in g u m b e r
S o li c it a t io n o
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
T
O F
H
E
A R
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R P
S
G
IN
E E
R S
S T
P A
U L
D
IS
T R
IC
T X
X
U
M
Z
N E
N A
D
R V
Y
C O
N S
T R
U C
T
IO
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
C
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
TYPICAL SECTION
E L
E V
A T I
O N
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
E L
E V
A T I
O N
N
600’0 300’
SCALE:1"=300’
PLAN VIEW
-110-120-130 110 120 130
NOTES:
G C
W J J F J S
H
G C
W J
B M
NICHOLS LIGHT
& DAYMARK 683.8 R
WARNERS LANDING
DAYMARK 683.5 R
WARNERS LANDING LIGHT
& DAYMARK 683.3 R
MILE 683
EXISTING WINGDAM
01-89M
MILE 684
ft
MAIN CHANNEL APPROVED SAND BORROW AREA
EXCAVATION
C
C
C
C
C
C
F L
O W
M A I
A N
N E
L
1. ACTUAL LOCATION OF CUTS MAY BE ADJUSTED BY CONTRACTING OFFICER AFTER IT IS STAKED BY THE CONTRACTOR.
2. CUT WIDTH IS 150’.
3. CUT DEPTHS MAY VARY AND SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.
4. SEE SHEET C-604 FOR CUT COORDINATE TABLE.
MAX. EL. 602.5 (SEE NOTE 3)
C
C
MC.2
MC.3
MC.4
MC.5
MC.6
MC.7
MC.8
LOWEST CONTROLLED POOL SURFACE EL. 630.3
08-130M
08-131M
08-132M
MAIN CHANNEL APPROVED SAND BORROW AREA
C
IV
IL
S
IT
E
EXISTING GROUND LINE VARIES
EXCAVATION AREA
C
C
MC.1
MC.10
MC.9
C-109
M
IN
A N
N
P R
O V
B
R R
O W
A R
E A P
L
C T
IO
N
P C
M P
P
S
S T
P L
N
C
.D
G
625 6
D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
T
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
E L
E V
A T I
O N
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
E L
E V
A T I
O N
N
600’0 300’
SCALE:1"=300’
PLAN VIEW
-110-120-130 110 120 130
NOTES:
G C
W J J F J S
H
G C
W J
B M
00-58M
08-125M
01-91M
00-57M
01-76M
08-126M
01-78M
01-77M
08-127M
FLOW
M
AI
CH
AN
N E
L
150ft
MIDDLE SLOUGH MANDATORY MUD FLAT BORROW AREA
M
ID
D
O U
N D
A T
O
R
R
W
E A P
L
V
IE
C T
IO
N
C
C
C
C
C
C
C
C C
C
C
C
MIDDLE SLOUGH MANDATORY MUD FLAT BORROW AREA
EXCAVATION
C
C
C
C
MS.1
EXISTING GROUND
LINE VARIES
MAX. EL. 620.0 (SEE NOTE 3)
EXCAVATION AREA
X=2104543.582
Y=15857832.029
X=2104312.751
Y=15858515.036
X=2104507.180
Y=15859016.458
X=2104924.491
Y=15859765.882
X=2105222.544
Y=15860249.627
X=2105375.358
Y=15860830.323
X=2105610.004
Y=15861164.242
M
ID
LE
LO
U G
H
M
ID
LE
LO
U G
H
LOWEST CONTROLLED POOL SURFACE EL. 630.3
X=2104503.451
Y=15857221.236
08-129M
08-128M
91-32M
MIDDLE SLOUGH MANDATORY MUD FLAT BORROW AREA
(SEE SHEET C-604) FOR COORDINATE TABLE)
MS.2
MS.3
MS.4
MS.5
MS.6
MS.7
MS.8
MS.9
MS.10
MS.11
MS.12
MS.13
MS.14
MS.15
MS.16
C
IV
IL
S
IT
E
C-110
P C
M P
P
S
S T
P L
N
C
.D
G N
1. ACTUAL LOCATION OF CUTS MAY BE ADJUSTED BY CONTRACTING OFFICER AFTER IT IS STAKED BY THE CONTRACTOR.
2. CUT WIDTH IS 150’.
3. CUT DEPTHS MAY VARY AND SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.
4. SEE SHEET C-604 FOR CUT COORDINATE TABLE.
5. COORDINATE POINTS SHOWN ON THIS SHEET DEFINE CENTERLINE OF ACCES TO MIDDLE SLOUGH MUDFLAT BORROW
AREA FROM THE MAIN CHANNEL.
150’
630 630
W I N
D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
T
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
E L
E V
A T I
O N
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
E L
E V
A T I
O N
-110-120-130 110 120 130
EXISTING GROUND
LINE VARIES
MAX. EL. 616.5 (SEE NOTE 3)
EXCAVATION AREA
LOWEST CONTROLLED POOL SURFACE EL. 630.5
N
800’0 400’
SCALE:1"=400’
C C
C C
C
C
C
C
C
C
C
C
91-28M
87-1M
87-2M
90-25M
91-26M
91-27M
87-3M
87-8M
87-4M
87-7M 87-5M
87-6M
00-69M
90-23M
RC.1
RC.2
RC.3
RC.4
RC.5
RC.6
RC.7
RC.8
BROWNSVILLE
DAYMARK
MILE
COON SLOUGH
LIGHT & DAYMARK
687.2L
MINNESOTA
WISCONSIN
FLOW
PLAN VIEW
HEAD OF RAFT CHANNEL APPROVED SAND BORROW AREA
DEADMANS SLOUGH APPROVED SAND BORROW AREA
HEAD OF RAFT CHANNEL APPROVED SAND BORROW AREA
DEADMANS SLOUGH APPROVED SAND BORROW AREA
EXCAVATION
EXISTING WINGDAM
(TYP.)
EXISTING WINGDAM
(TYP.)
NOTES:
G C
W J J F J S
H
J B
M G
C W
R P
R P
C D
C
IV
IL
S
IT
E
C-011
MILE
1. ACTUAL LOCATION OF CUTS MAY BE ADJUSTED BY CONTRACTING OFFICER AFTER IT IS STAKED
BY THE CONTRACTOR.
2. CUT WIDTHS VARY AS SHOWN.
3. CUT DEPTHS MAY VARY AND SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.
4. SEE SHEET C-604 FOR CUT COORDINATE TABLE. 26
P C
M P
P
S
S T
P L
N
C
.D
G N
H E
A N
N
A D
M A
O U
G
P R
O V
R R
E A
S
P
L
C T
IO
N
HEAD OF RAFT CHANNEL
APPROVED SAND
BORROW AREAS
DEADMANS SLOUGH
APPROVED SAND
BORROW AREA
DS.1
DS.2
DS.3
DS.4
L
E L
3+
E L
E L
D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
T
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
N
FLOW
w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
PLAN
04-122M
04-124M
02-99M
01-93M
02-100M
04-121M
02-95M
04-119M
04-118M
02-97M01-85M
04-120M
02-96M
E L
E V
A T I
O N
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
E L
E V
A T I
O N
EXISTING GROUND LINE
VARIES
400’0 200’
01-84M
02-101M
02-102M
02-103M
04-123M
02-98M
EXCAVATION AREA
J B
M
C
C C C
C
C
C
C
C
C C
C C
C
C1.1
C1.2 C1.3 C1.4
C1.5 C1.6
C1.7
C1.8
C1.9
C1.10
C1.11C1.12
C1.13 C1.14
C1.15
C
C
C
C
C C
C
C
C
C
C
C
C2.1
C2.2
C2.3
C2.4
C2.5
C2.6
C2.7
C2.8
C2.9
C2.10
C C
C
C C
C
C
C
C C
C
C7.1
C7.2 C7.3
C7.4
C7.5 C7.6
C
C
C
C
C
C
C
C
C
C
C
C3.1
C3.2
C3.3
C3.4
C3.5
C3.6
C3.7
C3.8
C
C
C
C
CC5.1
C5.2
C5.3
C5.4
C
C
C
C
C
C4.1
C4.2
C
C
C
C
C
C6.1
C6.2
C6.301-94M
CUT 1
CUT 2 CUT 7
CUT 3
CUT 6
CUT 4
CUT 5
YEBLES
CANADA
PACIF
IC
RAIL
ROAD
FLOW
MANDATORY FINE BORROW AREA
EXCAVATION
G C
W J J F J S
H
G C
W
NOTES:
SCHNICKS BAY MANDATORY FINE BORROW AREA
EXCAVATION
S C
H N
IC
K
N D
A T
O
E
B O
R R
X
C A
V A
T
IO
N
P L
C T
IO
N
EL. VARIES (SEE NOTE 5)
1. STAGE 2 CONTRACTOR WILL BE USING THIS LOCATION FOR FINES BORROW, AND MAY BE WORKING IN AREA
WHEN STAGE 3A WORK BEGINS. STAGE 3A CONTRACTOR SHALL OBTAIN BORROW FROM THE NEXT AVAILABLE
CUT NUMBER, OR AS DIRECTED BY THE CONTRACTING OFFICER.
2. NO CUTS SHALL BE WITHIN 50’ OF SHORELINE.
3. ACTUAL LOCATION OF CUTS MAY BE ADJUSTED BY THE CONTRACTING OFFICER AFTER IT IS STAKED BY THE
CONTRACTOR TO AVOID VEGETATION BEDS.
4. CUT WIDTHS ARE 100’, EXCEPT FOR CUT 1 IN WHICH THE WIDTH VARIES AS SHOWN.
5. DEPTH FOR CUTS MAY VARY: MAXIMUM EL. 622.5 AND MINIMUM EL. 624.5. CUTS SHALL BE
COORDINATED WITH THE CONTRACTING OFFICER.
6. CUT NUMBERS DEFINE EXCAVATION ORDER, UNLESS REVISED BY THE CONTRACTING OFFICER.
7. SEE SHEET C-605 FOR CUT COORDINATE TABLES.
LOWEST CONTROLLED POOL SURFACE
EL. 630.5
C
IV
IL
S
IT
E
C-112
P C
M P
P
S
S T
P L
N
C .D
10’
120’ +/-ACCESS
655 655
635635
640640
64564
645645
D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
T
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
E L
E V
A T I
O N
0 50 100 150 200 250 280-50-100-150-200
E L
E V
A T I
O N
N
FLOW
EXISTING ROCK
GROINS
EXISTING ROCK
GROIN
EXISTING ROCK
GROIN
APRROX. LOCATION
OF EXISTING WING DAM
NOTES:
EL. 610.6
EXISTING GROUND LINE
VARIES
PROVIDE 10’ TOP
WHEN TOP OF
EXCAVATION
IS AT EL. 645.0
OR BELOW
TYPICAL SECTION
PLAN
0 100’ 200’
01-86M
01-88M
01-87M
J B
M
APRROX. LOCATION
OF EXISTING WING DAM
EXCAVATION AREA
EXISTING DROP
STRUCTURE
G C
W J J F J S
H
G C
W
A B
O
O W
N S
V
IL
P R
O V
R R
X
C A
V A
T
IO
N
P L
C T
IO
N
ABOVE BROWNSVILLE APPROVED SAND BORROW AREA
EXCAVATION
ABOVE BROWNSVILE APPROVED SAND BORROW AREA
EXCAVATION
LOWEST CONTROLED POOL SURFACE
EL. 630.6
C
IV
IL
S
IT
E
1. TOPOGRAPHY SHOWN ON THIS SHEET WAS DEVELOPED FROM
FIELD SURVEYS OBTAINED IN NOVEMBER 2008.
2. WORK LIMITS SHALL BE CONFINED TO AREAS CONTAINING
DREDGED MATERIAL.
3. VEGETATION ALONG THE PERMIMETER OF THE ISLAND
SHALL NOT BE DISTURBED.
4. EXCAVATION AREA DEPICTED IS THE AREA AVAILABLE.
5. DURING EXCAVATION, THE CONTRACTOR SHALL LEAVE THE
PERIMETER BERM AT A MINIMUM ELEVATION 645.0,
MINIMUM 10’ TOP WIDTH, 1V:3H SIDE SLOPES ABOVE
AVERAGE WATER SURFACE ELEVATION, AND 1V:2H SIDE
SLOPES BELOW AVERAGE WATER SURFACE ELEVATION.
HOWEVER, AT THE ACCESS, THE CONTRACTOR SHALL
MAINTAIN A BERM WITH MINIMUM 10’ TOP WIDTH AND
1V:3H SIDE SLOPES.
6. THE CONTRACTOR SHALL REMOVE MATERIAL FROM THE
SOUTHERN HALF OF THE PLACEMENT SITE PRIOR TO
REMOVING MATERIAL FROM THE NORTHERN HALF.
7. THE CONTRACTOR SHALL REMAIN AT LEAST 30’ FROM THE
EXISTING DROP STRUCTURE.
C-113
P C
M P
P
S
S T
P L
N
C .D
4’
25’ 25’
F
A B C D E
A/2 E/2
EL. 630.5 +/-
5’
EL. 632.5
F
A E
B D
50’
40’
50’ 4’
8’
TYP
40’
40’
1V ON 1.5H
(BOTH SIDES) FLOW
SECTION
EXISTING GROUND
LINE (VARIES)
CONTROL
LINE
NOTE:
EL. 633.0
EL. VARIES
(SEE NOTE 1)
GRANULAR FILL
MATERIAL
1. TOP OF RIPRAP EL. 632.0 AT
MIDPOINT AND EL. 631.0 AT ENDS. SEED ISLAND C2A
GRANULAR FILL
MATERIAL
ROCK MOUND
NOTE:
EXISTING GROUND
LINE (VARIES)
TOP EL.
GRANULAR
FILL MATERIAL GROINS/VANES NOT SHOWN FOR CLARITY.SECTION
TYPE A ISLAND
BERM
EL. 632.0
BERM
EL. 632.0
FINE MATERIAL CONTROL LINE
EXPOSED SIDE SHELTERED SIDE
CONTROL LINE
GEOGRID
2 LOGS, SEE NOTE 1
1.5
1.5
.0
C O
V
EXISTING GROUND
LINE (VARIES)
SECTION
ROCK/LOG-ISLAND/SILL
ROCK MOUND
ROCK,
SEE NOTE 1
A B C D E
TOP
EL.
FISLAND NAME TYPE
FINE MAT’L
DEPTH
ISLAND DIMENSIONS (IN FEET UNLESS OTHERWISE NOTED)
ISLAND C2A
STA. 0+00
STA. 0+90 TO 1+10
STA. 2+00
ISLAND C2B
STA. 0+00 TO 2+20
ISLAND C2C
STA. 0+00 TO 1+60
ISLAND C2
STA. 0+00 TO 22+60
STA. 25+60
STA. 26+30 TO 30+70
STA. 31+40
STA. 34+40 TO 38+00
ISLAND C3
STA. 0+00 TO 15+00
ISLAND C4
STA. 0+00 TO 7+00
STA.7+00 TO 14+00
STA.14+50 TO 29+00
ISLAND C5
STA.0+00 TO 12+00
ISLAND N2
STA 0+00 TO 8+67.28
STA 11+67.28
SEED ISLAND
SEED ISLAND
SEED ISLAND
SEED ISLAND
ROCK/LOG ISLAND
B
B-1
ROCK/LOG SILL
B-1
B
B
A
A
B
B
52.5
42.5
12.5
12.5
52.5
42.5
NA
NA
NA
NA
NA
12.5
12.5
52.5
632.5
632.5
634.5
634.5
631.3
9"
9"
18"
12"
9"
9"
12"
12"
NOTE:
EXISTING GROUND
LINE (VARIES)
GRANULAR
FILL MATERIAL GROINS/VANES NOT SHOWN FOR CLARITY.
CONTROL LINE
SECTION
TYPE B ISLAND
TOP EL. TOP EL.
FINE MATERIAL
EXPOSED SIDE SHELTERED SIDE
NOTE:
EXISTING GROUND
LINE (VARIES)
GROINS/VANES NOT SHOWN FOR CLARITY.
GRANULAR
FILL MATERIAL
SECTION
TYPE B-1 ISLAND
(SECTION AT END OF ISLAND)
TOP EL.TYPE B ISLAND
AT END OF
TRANSITION
24" RIPRAP (TYP)
FINE MATERIAL
CONTROL LINE
EXPOSED SIDE SHELTERED SIDE
FINE
MATERIAL
EXISTING GROUND LINE
TOP EL.
SHELTERED SIDE EXPOSED SIDE
GRANULAR FILL MATERIAL
SECTION
CONTROL LINE
NOTES:
24" RIPRAP (TYP)
1. GROINS/VANES NOT SHOWN FOR CLARITY.
TYPE C ISLAND
(SECTION AT END OF ISLAND)
1V ON 1.5H
(BOTH SIDES)
SECTION
EL. 632.0
EL. 634.0
GRANULAR FILL
MATERIAL
CONTROL
LINE
EXISTING GROUND
LINE (VARIES)
1V:2H
SEED ISLAND C2B
FLOW
ROCK MOUNDAVERAGE EXISTING GROUND
AT EL. 628.4
TYPICAL LOG
EL. 630.5 +/-
ELEVATION
LEAVE AS MANY LIMBS AS
POSSIBLE ON THE LOGS.
EXPOSE AS MANY LIMBS AS
POSSIBLE ABOVE AVG. POOL
ELEVATION. ROCK/LOG-ISLAND/SILL
ROCK MOUND
1V:1.5H
PARALLEL LOGS ANCHORED
IN PLACE BY ROCK
PARALLEL LOGS ANCHORED
IN PLACE BY ROCK
PLAN VIEW
ROCK/LOG-ISLAND/SILL
ROCK MOUND
D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
T
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
NOTE:
G C
W J J F J S
H
G C
W J
B M
C-301
IS
L
A N
D S
T Y
P
IC
C T
IO
N S
1. LOGS SHALL BE 40’ LONG AND 14" MIN. DIAMETER AT BASE.
TRIM LIMBS AS NECESSARY TO ALLOW LOG PLACEMENT TO
THE CORRECT ELEVATION. ROCK SHALL BE USED TO BRING
LOGS TO THE DESIGN ELEVATION.
C
IV
IL
S
IT
E
P C
M P
P
S
S E
C T
C
.D
45’ DISTANCE VARIES
EL. 630.4
45’
30’ ISLAND BERM
4’
EL. VARIES
6.5’
EL. 629.0
40’ (SEE NOTE 1) ISLAND BERM
EXISTING GROUND
LINE (VARIES)
1V ON 4H
(BOTH SIDES)
SECTION
NOTES:
TURTLE MOUND
GRANULAR FILL
AVERAGE TURTLE MOUND
EL. 634.5, SEE NOTE 1
ISLAND OR SAND FLAT
DISTANCE VARIES
TYPICAL TURTLE MOUND
1. TURTLE MOUND MAY VARY BETWEEN EL. 634.0 AND EL.
635.0.
TOP OF ISLAND
BERM
V :4
ROCK GROIN
TOE OF ISLAND
BERM
TYPICAL ROCK GROIN
MUD FLAT
EXISTING GROUND
LINE (VARIES)
GRANULAR FILL
1V ON 4H
(BOTH SIDES)
SAND FLAT
THRU SAND FLAT & MUD FLAT
RANDOM FILL
SECTION
ISLAND
NOTES:
1. THIS SECTION DENOTES FINISHED DIMENSIONS AND
ELEVATIONS. DIMENSIONS AND ELEVATIONS
NECESSARY DURING CONSTRUCTION TO MEET
SEDIMENT RETENTION NEEDS SHALL BE DETERMINED
BY THE CONTRACTOR.
2. MUDFLAT MAY VARY BETWEEN MAX. EL. 630.4 AND MIN.
EL. 629.9. MUDFLATS SHALL SLOPE TOWARD SAND BERMS
AND AWAY FROM ISLAND.
MAX. MUD FLAT
EL. 630.4, SEE NOTE 2
GRANULAR FILL
1V ON 4H
SAND FLAT
SECTION
EL. 630.4
TYPICAL SAND FLAT
EXISTING GROUND
LINE (VARIES)
ISLAND
1.5
EXISTING GROUND
LINE (VARIES)
1V ON 4H
1V ON 1.5H
(BOTH SIDES)
RIPRAP
EXISTING GROUND
LINE (VARIES)
NOTE:
ELEVATION
TYPICAL ROCK GROIN 2
TYPICAL ROCK GROIN/VANE
GROIN EL TO MATCH EL OF BERM
TO WHICH IT’S ATTACHED.
EL. 630.5
EL. 632.0
D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
T
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
TOP OF ISLAND
BERM
V
TYPICAL ROCK J-HOOK VANE
ROCK J-HOOK
VANE
FLOW
TOE OF
ISLAND
BERM
RADUIS VARIES,
SEE ISLAND
PLANS
1.5
EXISTING GROUND
LINE (VARIES)
1V ON 4H
TYPICAL ROCK VANE
PROFILE
RIPRAP
(2.0’ MIN.)
AT VANE CENTERLINE
EL. 632.0
1. DISTANCE VARIES FOR J-HOOK VANES.
NOTE:
TOP OF ISLAND
BERM
V
ROCK VANE
TOE OF ISLAND
BERM
TYPICAL ROCK VANE
PLAN
FLOW
G C
W J J F J S
H
G C
W J
B M
C-302
M
IS
C E
L L
A N
E O
U S
IS
L A
A T
U R
E S
G R
O
N E
P
IC
C T
IO
N S
C
IV
IL
S
IT
E
P C
M P
P
P
S
S
E C
T
C
.D
EL. VARIES
EXISTING GROUND LINE
24" RIPRAP
PLAN 3
ISLAND BERM
ISLAND BERM
ROCK GROIN
ROCK GROIN
RIPRAP END
PROTECTION
ISLAND RIPRAP END/BANK
PROTECTIONRIPRAP END PROTECTION
TYPE A ISLAND
SECTION
GRANULAR FILL
24" RIPRAP
SECTION
GRANULAR FILL
SECTION
SLOPE 1V:2H WHERE
SAND TIP IS HIGHER
THAN TOP OF ISLAND
GRANULAR FILL
SAND TIP ADJACENT TO ISLAND
BERM
TOP OF ISLAND
BERM
SAND TIP AT TOP OF ISLAND
SAND TIP ALONG ROCK GROIN
TOP OF SAND
FLAT
24" RIPRAP
TOP EL. 634.0
TOP EL. 634.0
TOP EL. 634.0
EXISTING GROUND LINE
EXISTING GROUND LINE
EXISTING GROUND LINE
TOP OF ROCK GROIN
TOP OF ISLAND
ISLAND BERM
BEYOND
SAND FLAT
SAND TIP
ROCK GROIN
ROCK GROIN
ISLAND BERM
EXTEND GROIN 10’
PAST TOP OF SAND
FLAT WHEN PRESENT
ISLAND BERM
RIPRAP END PROTECTION
WITH SAND TIP
TYPE A ISLAND
D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
T
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
SAND FLAT
SAND TIP
ROCK GROIN
ROCK GROIN
ISLAND BERM
EXTEND GROIN 10’
PAST TOP OF SAND
FLAT WHEN PRESENT
ISLAND BERM
RIPRAP END PROTECTION
WITH SAND TIP
TYPE B ISLAND
G C
W J J F J S
H
G C
W J
B M
IS
L
A
D S
T Y
P
IC
T A
IL
S
C-303
NOTE:
1. INCLUSION OF SAND FLATS WILL VARY BY ISLAND. SEE INDIVIDUAL ISLAND PLANS FOR LOCATION.
C
IV
IL
S
IT
E
P C
M P
P
S
S E
C T
C
.D a
POB
STA
N2
+0 0.
PI
STA
N2
+0 3.
POE
STA N2
11+67
.28
D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
T
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J a CC a
P O
B
S
A
P C
S
A
P T
S
A
P O
E
S
A
P O
B
S
B
P C
S
B
P T
S
B
P O
E
S
B a C C a
S
A
S
A
P O
B
S
C
P O
E
S
C a a
N
ISLAND C2B
G C
W J J F J S
H
G C
W J
B M
C-601
ISLAND C2CISLAND C2A ISLAND N2
(OPTION 3)
IS
L
A
A
C
B
C
H O
R
IZ
O N
T
IG
N M
E N
T S
C
IV
IL
S
IT
E
P C
M P
P
S
A L
G N
C
.D
C
C C
C
C
C
C
C
C a
POB STA
C2
+0 0.
PC
STA
C2
+7 8.
PT
STA C2
5+84.
PC
STA C2
11+94.
PT
STA C2 12+55.69
PC
STA C2 19+53.91
P T
S T
A
C
P C
S T
A
C
P T
S T
A
C
P C
S T
A
C
PT
STA
C2
1+9 7.
POE
STA
C2
8+0 0.
a
C
C
C C a
P O
B
S
P C
S
P T
S
P C S
P T S
P O E
S
D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
T
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
N
ISLAND C3
G C
W J J F J S
H
G C
W J
B M
C-602
ISLAND C2
IS
L
A
H O
R
IZ
O N
T
IG
N M
E N
T S
C
IV
IL
S
IT
E
P C
M P
P
S
A L
G N
C
.D
C C
C C
C
C
C
C
C a
POB
STA C4
0+00.
PC
STA C4
7+53.
PT
STA
C4
+2 1.
PC STA C4 14+83.94
PT
STA
C4
8+0 9.
PC
STA
C4
2+2 4.
P T
S
P C
S
PT
STA
C4
6+7 5.
POE
STA
C4
9+0 0.
PC
STA
C4
+7 4.
PT STA C4 11+88.88
w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
T
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
POB STA
C5
+0 0.
PC
STA
C5
+8 6.
P T
S
P O
E
S a
C
C a a
C
C a
N
G C
W J J F J S
H
G C
W J
B M
C-603
IS
L
A
H O
R
IZ
O N
T
IG
N M
E N
T
SISLAND C4
(OPTION 1)
ISLAND C5
(OPTION 2)
C
IV
IL
S
IT
E
P C
M P
P
S
A L
G N
C
.D
CURVE STATION TL LC CD DC RC BEARING NORTHING EASTING
C2A 0+00.00 POB 15858533.5116 2100504.9111
140.3021 N 87^53’40" E
C2A 1+40.30 PC 15858538.6662 2100645.1185
C2A 1+54.71 PI 28.0610 32^09’20" 114^35’30" -50.0000 15858539.1957 2100659.5195
C2A 1+68.36 PT 15858547.3084 2100671.4298
31.6366 N 55^44’20" E
C2A 2+00.00 POE 15858565.1188 2100697.5768
ISLAND C2B
CURVE STATION TL LC CD DC RC BEARING NORTHING EASTING
C2B 0+00.00 POB 15858155.9199 2100611.3641
65.6894 N 90^00’00" E
C2B 0+65.69 PC 15858155.9199 2100677.0535
C2B 1+08.58 PI 85.5743 9^48’22" 11^27’33" -500.0000 15858155.9199 2100719.9454
C2B 1+51.26 PT 15858163.2250 2100762.2107
68.7364 N 80^11’38" E
C2B 2+20.00 POE 15858174.9318 2100829.9428
ISLAND C2C
CURVE STATION TL LC CD DC RC BEARING NORTHING EASTING
C2C 0+00.00 POB 15857412.6046 2100607.1593
160.0000 N 80^48’08" E
C2C 1+60.00 POE 15857438.1795 2100765.1021
w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
T
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
C2 0+00.0 POB 15854984.0938 2100261.6149
378.1316 N 32^42’29" E
C2 3+78.13 PC 15855302.2670 2100465.9414
C2 4+82.96 PI 206.6584 23^40’53" 11^27’33" -500.0000 15855390.4711 2100522.5848
C2 5+84.79 PT 15855493.9987 2100539.0314
609.3574 N 9^01’36" E
C2 11+94.15 PC 15856095.8094 2100634.6365
C2 12+24.96 PI 61.5384 7^03’06" 11^27’33" -500.0000 15856126.2359 2100639.4701
C2 12+55.69 PT 15856157.0257 2100640.5319
698.2202 N 1^58’30" E
C2 19+53.91 PC 15856854.8311 2100664.5941
C2 23+15.57 PI 309.5055 141^52’01" 45^50’12" 125.0000 15857216.2773 2100677.0578
C2 22+63.41 PT 15856924.2754 2100890.4438
291.3708 S 36^09’29" E
C2 25+54.78 PC 15856689.0252 2101062.3574
C2 25+86.31 PI 62.9653 7^12’55" 11^27’33" -500.0000 15856663.5727 2101080.9572
C2 26+17.75 PT 15856640.6579 2101102.6066
462.4612 S 43^22’25" E
C2 30+80.21 PC 15856304.4983 2101420.2023
C2 31+39.07 PI 117.1928 13^25’46" 11^27’33" 500.0000 15856261.7090 2101460.6287
C2 31+97.40 PT 15856210.7007 2101490.0121
602.6005 S 29^56’39" E
C2 38+00.00 POE 15855688.5401 2101790.8038
CURVE STATION TL LC CD DC RC BEARING NORTHING EASTING
ISLAND C3
CURVE STATION TL LC CD DC RC BEARING NORTHING EASTING
C3 0+00.00 POB 15854267.5850 2100723.4324
345.9028 N 50^56’53" E
C3 3+45.90 PC 15854485.5123 2100992.0520
C3 3+83.67 PI 74.6621 21^23’21" 28^38’52" 200.0000 15854509.3088 2101021.3838
C3 4+20.56 PT 15854520.7690 2101057.3740
274.3464 N 72^20’14" E
C3 6+94.91 PC 15854604.0096 2101318.7873
C3 7+27.95 PI 65.4878 18^45’39" 28^38’52" -200.0000 15854614.0343 2101350.2694
C3 7+60.40 PT 15854633.6517 2101376.8547
739.3032 N 53^34’35" E
C3 14+99.70 POE 15855072.6141 2101971.7339
POINT NO. NORTHING EASTING
MIDDLE SLOUGH MUDFLAT BORROW
MS.1 2104445.827 15852591.488
MS.2 2105020.541 15853757.450
MS.3 2105264.712 15854365.735
MS.4 2105312.274 15854811.090
MS.5 2105273.211 15855097.553
MS.6 2105174.191 15855402.041
MS.7 2104565.580 15856423.556
MS.8 2104427.998 15857217.400
MS.9 2104578.905 15857225.073
MS.10 2104708.640 15856476.502
MS.11 2105311.645 15855464.395
MS.12 2105420.018 15855131.149
MS.13 2105463.362 15854813.291
MS.14 2105411.657 15854329.143
MS.15 2105156.902 15853694.489
MS.16 2104578.661 15852521.703
MAIN CHANNEL SAND BORROW
MC.1 2107370.459 15857850.347
MC.2 2108081.799 15856291.675
MC.3 2109079.839 15854836.105
MC.4 2109885.411 15854085.459
MC.5 2110420.011 15853503.771
MC.6 2110532.618 15853602.865
MC.7 2109987.670 15854195.200
MC.8 2109194.198 15854934.571
MC.9 2108211.766 15856365.370
MC.10 2107507.478 15857912.880
POINT NO. NORTHING EASTING
DEADMANS SLOUGH SAND BORROW
DS.1 2102569.599 15866467.482
DS.2 2100981.812 15866999.951
DS.3 2101029.496 15867142.141
DS.4 2102617.283 15866609.672
RC.1 2099089.773 15870772.602
RC.2 2098126.344 15871921.938
RC.3 2098432.833 15872178.853
RC.4 2099396.263 15871029.517
HEAD OF RAFT CHANNEL
SAND BORROW SOUTH
POINT NO. NORTHING EASTING
RC.5 2098160.859 15872008.843
RC.6 2097767.956 15873036.063
RC.7 2098094.798 15873161.078
RC.8 2098487.702 15872133.858
HEAD OF RAFT CHANNEL
SAND BORROW NORTH
G C
W J J F J S
H
G C
W J
B M
C-604
C
IV
IL
S
IT
E
IS
L
A N
A
C
B
C
C
C
M U
D F
L
R R
R R
E A
IG
N M
E
B L
E S
P C
M P
P
S
A L
G N
C
.D
FINE BORROW - CUT C1
POINT NO. NORTHING EASTING
FINE BORROW - CUT C2
C1.1 15869353.488 2096228.861
C1.2 15869632.823 2096155.427
C1.3 15869758.091 2096145.348
C1.4 15869869.400 2096173.876
C1.5 15869908.682 2096148.802
C1.6 15870043.245 2096132.086
C1.7 15870083.501 2096328.212
C1.8 15870264.924 2096323.892
C1.9 15870316.274 2096269.087
C1.10 15870333.166 2096372.315
C1.11 15870253.406 2096413.164
C1.12 15870138.216 2096410.284
C1.13 15869714.895 2096270.617
C1.14 15869523.393 2096264.857
C1.15 15869412.523 2096300.854
C1.9 15870316.274 2096269.087
C2.1 15870714.113 2096072.026
C2.2 15871129.530 2096034.601
C2.3 15871690.905 2096053.313
C2.4 15872052.073 2096055.611
C2.5 15872211.112 2096049.571
C2.6 15872203.391 2096149.936
C2.7 15872053.653 2096155.624
C2.8 15871688.920 2096153.303
C2.9 15871132.361 2096134.751
C2.10 15870741.727 2096169.943
C1.10 15870333.166 2096372.315
FINE BORROW - CUT C3
C2.5 15872211.112 2096049.571
C3.1 15872540.451 2096049.571
C3.2 15872675.181 2096124.421
C3.3 15872712.606 2096360.198
C3.4 15872933.414 2096334.001
C3.5 15872945.195 2096433.304
C3.6 15872628.915 2096470.829
C3.7 15872584.051 2096188.189
C3.8 15872514.539 2096149.571
C2.6 15872203.391 2096149.936
FINE BORROW - CUT C4
C3.4 15872933.414 2096334.001
C4.1 15873753.020 2096375.168
C4.2 15873748.004 2096475.042
C3.5 15872945.195 2096433.304
FINE BORROW - CUT C5
C5.1 15872031.472 2096569.778
C5.2 15872621.643 2096425.019
C5.3 15872637.374 2096524.125
C5.4 15872055.294 2096666.899
FINE BORROW - CUT C7
C7.1 15871006.079 2096146.128
C2.9 15871132.361 2096134.751
C2.8 15871688.920 2096153.303
C2.7 15872053.653 2096155.624
C2.6 15872203.391 2096149.936
C7.2 15872194.343 2096250.352
C7.3 15872055.233 2096255.636
C7.4 15871686.936 2096253.292
C7.5 15871135.193 2096234.901
C7.6 15871077.520 2096240.097
FINE BORROW - CUT C6
C3.2 15872675.181 2096124.421
C6.1 15873375.028 2096086.996
C6.2 15873380.368 2096186.853
C6.3 15872690.943 2096223.721 w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
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IN
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S T
P A
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CURVE STATION TL LC CD DC RC BEARING NORTHING EASTING
C4 0+00.00 POB 15852644.8040 2099570.1338
753.0088 N 9^29’15" E
C4 7+53.01 PC 15853387.5130 2099694.2529
C4 8+38.01 PI 168.3913 19^17’46" 11^27’33" 500.0000 15853471.3510 2099708.2636
C4 9+21.40 PT 15853545.8493 2099749.1917
52.9705 N 28^47’01" E
C4 9+74.37 PC 15853592.2750 2099774.6971
C4 10+83.30 PI 214.5108 24^34’52" 11^27’33" -500.0000 15853687.7473 2099827.1479
C4 11+88.88 PT 15853796.3857 2099835.1306
295.0626 N 4^12’09" E
C4 14+83.94 PC 15854090.6550 2099856.7534
C4 19+35.87 PI 325.2369 149^04’39" 45^50’12" 125.0000 15854541.3639 2099889.8712
C4 18+09.18 PT 15854137.6983 2100093.0692
414.8654 S 26^43’12" E
C4 22+24.05 PC 15853767.1342 2100279.6046
C4 23+04.63 PI 159.0415 22^46’52" 14^19’26" -400.0000 15853695.1542 2100315.8380
C4 23+83.09 PT 15853642.8193 2100377.1163
86.0326 S 49^30’03" E
C4 24+69.12 PC 15853586.9466 2100442.5368
C4 25+73.85 PI 206.4810 23^39’40" 11^27’33" 500.0000 15853518.9291 2100522.1776
C4 26+75.60 PT 15853424.6676 2100567.8264
224.3953 S 25^50’24" E
C4 29+00.00 POE 15853222.7084 2100665.6309
ISLAND C5
CURVE STATION TL LC CD DC RC BEARING NORTHING EASTING
C5 0+00.00 POB 15851808.3012 2099564.4152
86.6868 N 31^58’26" E
C5 0+86.69 PC 15851881.8366 2099610.3189
C5 5+04.24 PI 791.1005 45^19’36" 5^43’46" 1000.0000 15852236.0461 2099831.4301
C5 8+77.79 PT 15852327.8395 2100238.7734
322.2130 N 77^18’03" E
C5 12+00.00 POE 15852398.6729 2100553.1041
CURVE STATION TL LC CD DC RC BEARING NORTHING EASTING
N2 0+00.00 POB 15864861.9552 2098528.9168
603.7345 N 21^36’08" W
N2 6+03.73 PI 15865423.2847 2098306.6454
563.5423 N 15^05’52" W
N2 11+67.28 POE 15865967.3751 2098159.8616
W J J F J S
H
G C
W J
B M
C-605
C
IV
IL
S
IT
E
P C
M P
P
S
A L
G N
C
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G N
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B L
VICINITY MAP
0 2000’ 4000’
VERTICAL CONTROL
HORIZONTAL CONTROL
COORDINATES FOR HORIZONTAL CONTROL POINTS LISTED BELOW SHALL BE VERIFIED
BY THE CONTRACTOR:
T. BISSEN: E 2,095,996.48, N 15,876,433.26 1" PIPE W/CAP
YEBLES: E 2,095,784.09, N 15,871,667.97 1" PIPE W/CAP
WELL: E 2,096,321.28, N 15,874,827.76 1" PIPE
LANDING: E 2,097,144.79, N 15,874,453.63 1" PIPE
BROWNSVILLE: E 2,096,724.59, N 15,878,843.70 3" BRASS CAP
N
6 MILES TO LACROSSE
4 MILES TO LOCK & DAM 8
F L
O W
M I S
S I S
S I P
P I
R I V
E R
STAGE 3A ISLANDS
C2A-C5
POOL 8 PHASE 3 STAGE 3A
A P
P R
O V
A P
P R
O V
C O
M M
E N
D
: B
R A
N C
H
B R
A N
C H
C H
IE
F
C H
IE
F
C H
IE
F
P R
O J E
N A
G E
R
T
O J E
S
IG
N
P A
T R
IC
R
G
IN
E E
R S T
H E
IN
IT
IA
IG
N A
T U
R
G
IS
T R
A
T
S
IG
N A
T
IO
IN
D
IV
ID
U A
P E
E
O J E
C U
M E
N
IT
O
IR
P L
O Y
M E
Q U
IR
S
IG
N
A T
U R
IC
A
F
IC
IA
C O
M M
E N
D A
T
A W
IN
G
T
C H
D R
A U
L
D R
O L
O
C T
E C
D
E C
H
C H
C H
E L
E C
S T
R U
A R
C T
IO
N
D
IV
IS
IO
N E
N
N S
T
C H
O T
E C
H
G E
O L
O G
Y
S U
C T
IO
N
C H
S T
S P
E C
C
IV
IL
C T
IO
N
D
IS
T R
G
IN
E E
R
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
SCALE IN MILES
0 200
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION
MINNEAPOLIS
L/D LOCK AND DAM
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
100 100
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
WI
SCONSIN 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
G C
W J J F J S
H
G C
W J
B M
G-001
C O
V
E E
T
L O
C A
T
IN
IT
P S
H O
R
IZ
O N
T
R T
IC
N T
R O
L P
G
M P
P
S
C O
V E
R
G .D
G N
2802 N - EL 652.81 3" BRASS CAP
2802 P - EL 643.69 3" BRASS CAP
91 WM - EL 663.03 3" BRASS CAP
TWIN COVES - EL. 664.323 ROD WITH DISC
2802 AB - EL. 666.048 ROD WITH DISC
ABOVE BROWNSVILLE
APPROVED SAND
BORROW AREA
STAGE 3A ISLAND N2
MAIN CHANNEL
APPROVED SAND
BORROW AREA
SCHNICKS BAY
MANDATORY FINES
BORROW AREA
HEAD OF RAFT
CHANNEL APPROVED
SAND BORROW AREAS
DEADMANS SLOUGH
APPROVED SAND
BORROW AREA
MIDDLE SLOUGH MANDATORY
MUDFLAT BORROW AREA
REFUGE CLOSED
AREA BOUNDARY
REFUGE CLOSED
AREA BOUNDARY
BROWNSVILLE DREDGE
MATERIAL PLACEMENT SITE
MINNESOTA
WISCONSIN
HOUSTON COUNTY
VERNON COUNTY
STODDARD
BROWNSVILLE
+ MILE
+ MILE
+ MILE
+ MILE
+ MILE
+ MILE
+ MILE
+ MILE
+ MILE
FERRY RUBY LIGHT
& DAYMARK 684.3 L
BROWNSVILLE DAYMARK 688.4L
LANDING
T. BISSEN
YEBLES
BROWNSVILLE
2802P
2802N
91 WM
C H
A N
N E
L R
A F
T
WILDCAT PARK
WELL
2802 AB
TWIN COVES
COON SLOUGH HEAD
LIGHT & DAYMARK
687.2L
WARNERS LANDING LIGHT
& DAYMARK 683.3 R
WARNERS LANDING
DAYMARK 683.5 R
NICHOLS LIGHT &
DAYMARK 683.8 R
BROWNSVILLE BAY
LIGHT & DAYMARK
690.0 R
BROWNSVILLE BAY
LIGHT & DAYMARK
689.2 L
DIAMOND JO
DAYMARK
688.7 R
RAFT CHANNEL HEAD
LIGHT & DAYMARK
688.0 R
D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
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N A
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T R
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P I R
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P O
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N
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A G
E
A
W
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B
D
M S
L
A
D J
PROJECT GOALS & OBJECTIVES:
GENERAL PROJECT NOTES:
1. IMPROVE CONDITIONS FOR MIGRATORY WATERFOWL.
2. CREATE HABITAT FOR NEOTROPICAL MIGRANTS,
MARSH AND WATER BIRDS AND SHOREBIRDS;
INCREASE TURTLE NESTING HABITAT; RESTORE
HABITATS FOR MAMMALS, REPTILES AND
AMPHIBIANS; IMPROVE CONDITIONS FOR THE
RE-ESTABLISHMENT OF ROOSTING HABITAT
FOR SPECIES SUCH AS BALD EAGLES AND OTHER
RAPTORS.
3. MAINTAIN/ENCOURAGE FLOWING CHANNELS.
4. PROVIDE PROTECTED DEEPWATER HABITAT.
1. ACCESS TO SITE IS BY RIVER ONLY; NO LAND
ACCESS IS AVAILABLE.
2. THE ENTIRE PROJECT SITE IS WITHIN THE RIVER
AND IS HIGHLY SUSCEPTABLE TO FLOODING AND
RIVER STAGE FLUCTUATIONS THAT MAY IMPACT
CONTRACTOR WORK PROGRESS. SEE HYDROGRAPHS
(REFERENCE DRAWINGS).
3. TOPOGRAPHICAL CONTOURS AND SITE ELEVATIONS
DEPICTED ON THESE DRAWINGS WERE DEVELOPED
FROM AERIAL PHOTOGRAPHY AND SURVEY DATA
COLLECTED OVER A NUMBER OF YEARS. THE
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
ACTUAL ELEVATIONS.
4. THE LAYOUT OF THE PROJECT FEATURES AS SHOWN
SHALL BE FIELD STAKED BY THE CONTRACTOR AND
APPROVED BY THE CONTRACTING OFFICER PRIOR
TO CONSTRUCTION.
5. THE GOVERNMENT RESERVES THE RIGHT TO MAKE
MINOR ADJUSTMENTS TO ANY OF THE PROJECT
ALIGNMENTS.
6. ALL ELEVATIONS ARE REFERENCED TO MEAN SEA
LEVEL 1912 (ADJ).
7. ISLANDS MAY BE LOCATED IN A STUMP FIELD.
DUE CONSIDERATION SHALL BE GIVEN TO THE
DIFFICULTIES OF NAVIGATING AND DREDGING IN
SUCH CONDITIONS.
8. WATER DEPTHS IN THE PROJECT AREA VARY FROM 0
TO 15 FEET AT FLAT POOL ELEVATION. FLOATING
PLANT ACCESS TO THE PROJECT FEATURES MAY
REQUIRE DREDGING.
9. IMAGERY TAKEN FROM USDA FARM SERVICE AGENCY
2003 AERIAL PHOTOGRAPHY.
10. LOWEST CONTROL POOL RANGES FROM EL. 630.3
AT MILE 684 TO 630.6 AT MILE 690.
11. HYDRAULIC DREDGING PIPELINE ROUTES SHALL BE
COORDINATED WITH THE CONTRACTING OFFICER.
12. STAGING AREA IS AVAILABLE FOR CONTRACTOR USE
AT WILDCAT PARK FOR TRANSPORTING PERSONNEL
ONLY TO AND FROM PROJECT SITE. THE
BROWNSVILLE PLACEMENT SITE IS AVAILABLE FOR
CONTRACTOR USE FOR STAGING AND OFFICE
TRAILER AND LOADING MATIERAL.
G C
W J J F J S
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G C
W J
B M
G-002
D R
A W
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IN
D E
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G E
N E
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D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
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G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
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IN
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E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
PROJECT ALIGNMENT
POINT
FILL
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
X-9992
A A
X-999
DETAIL / SECTION
SUPPLEMENTAL INFORMATION
1/8"=1’-0"
X-999
2 DETAIL / SECTION
SUPPLEMENTAL INFORMATION
1/8"=1’-0"
CUT
BENCH MARK
P.I. POINT
BORING LOCATION
SECTION/DETAIL
TITLE ON SAME
DRAWING
(CENTERED UNDER
SECTION/DETAIL)
SECTION/DETAIL
TITLE ON ANOTHER
DRAWING
(CENTERED UNDER
SECTION/DETAIL)
WATER LINE
BOTTOM
CONCRETE
DIAMETER
ELEVATION
MAXIMUM
MINIMUM
ON CENTER
STATION
TYPICAL
UNLESS NOTED OTHERWISE
BOT.
CONC.
DIA.
EL.
MAX.
MIN.
O.C.
STA.
TYP.
U.N.O.
ABBREVIATIONS
GENERAL LEGEND
CROSS-REFERENCING SYMBOLS
STATE HIGHWAY
NAVIGATION LIGHT
GREEN DAYBEACON
RED DAYBEACON
DESCRIPTION
DRAWING NO. DESCRIPTION
CONSTRUCTION DRAWING INDEX
REFERENCE DRAWING INDEX
AS-BUILT
DRAWING NO.
SHEET
REF.
DAM8PDC_D1
DAM8PDC_D2
DAM8PHY_H1
DAM8PHY_H1
PRODUCT I.D.
PRODUCT I.D.
ELEVATION DURATION CURVES, JANUARY - JUNE 1972-2007
ELEVATION DURATION CURVES, JULY - DECEMBER, 1972-2007
ELEVATION HYDROGRAPHS - 1998-2002
ELEVATION HYDROGRAPHS - 2003-2007
DAM8PDC_D1.DGN
DAM8PDC_D2.DGN
DAM8PHY_H1.DGN
DAM8PHY_H2.DGN
DWG. NO. 1
DWG. NO. 2
DWG. NO. 3
DWG. NO. 4
DWG. NO. 5
DWG. NO. 6
DWG. NO. 7
DWG. NO. 8
DWG. NO. 9
DWG. NO. 10
DWG. NO. 11
DWG. NO. 12
DWG. NO. 13
DWG. NO. 14
DWG. NO. 15
DWG. NO. 16
DWG. NO. 17
DWG. NO. 18
DWG. NO. 19
DWG. NO. 20
DWG. NO. 21
DWG. NO. 22
DWG. NO. 23
DWG. NO. 24
DWG. NO. 25
DWG. NO. 26
DWG. NO. 27
DWG. NO. 28
DWG. NO. 29
DWG. NO. 30
DWG. NO. 31
DWG. NO. 32
DWG. NO. 33
DWG. NO. 34
DWG. NO. 35
DWG. NO. 36
DWG. NO. 37
DWG. NO. 38
G-001
G-002
B-101
B-201
B-202
B-203
B-204
B-205
B-206
B-207
B-208
B-209
B-210
B-211
B-212
C-101
C-102
C-103
C-104
C-105
C-106
C-107
C-108
C-109
C-110
C-111
C-112
C-113
C-301
C-302
C-303
C-601
C-602
C-603
C-604
C-605
L-101
L-102
COVER SHEET
COVER SHEET-LOCATION & VICINITY MAPS-HORIZONTAL & VERTICAL CONTROL
INDEX DRAWINGS
DRAWING INDEX, GENERAL NOTES, & LEGEND
GEOTECHNICAL DRAWINGS
BORING LOCATIONS
BORING LOGS: LEGEND & GENERAL NOTES: 00-52M THRU 00-55M
BORING LOGS: 00-56M THRU 00-63M
BORING LOGS: 00-64M THRU 00-69M, 01-70M & 01-71M
BORING LOGS: 01-72M THRU 01-79M
BORING LOGS: 01-80M THRU 01-87M
BORING LOGS: 01-88M THRU 01-94M
BORING LOGS: 02-95M THRU 02-103M
BORING LOGS: 03-104M THRU 03-111M
BORING LOGS: 03-112M THRU 03-117M
BORING LOGS: 04-118M THRU 04-124M & 91-32M
BORING LOGS: 08-125M THRU 08-129M
BORING LOGS: 08-130M THRU 08-132M
CIVIL/SITE DRAWINGS
ISLAND LAYOUT, BORROW AREAS, EXCLUSION ZONES & MUSSEL AREAS-PLAN
BORROW AREAS, EXCLUSION ZONES & MUSSEL AREAS-PLAN
SITE PLAN - BATHYMETRY
SITE PLAN - BATHYMETRY
ISLAND C2A, C2B & C2C - PLAN
ISLAND C2 & C3 - PLAN
ISLAND C4 & C5 - PLAN
ISLAND N2 - PLAN
MAIN CHANNEL APPROVED SAND BORROW AREAS-PLAN & SECTION
MIDDLE SLOUGH MANDATORY MUDFLAT BORROW AREA-PLAN & SECTION
HEAD OF RAFT CHANNEL & DEADMANS SLOUGH APPR. SAND BORROW-PLAN & SECT.
SCHNICKS BAY MANDATORY FINE BORROW AREA EXCAVATION-PLAN & SECTION
ABOVE BROWNSVILLE APPROVED SAND BORROW AREA-PLAN & SECTION
ISLANDS - TYPICAL SECTIONS
MISCELLANEOUS ISLAND FEATURES - GROINS & VANES - TYPICAL SECTIONS
ISLAND ENDS - TYPICAL DETAILS
ISLANDS C2A, C2B, C2C & N2 - HORIZONTAL ALIGNMENTS
ISLANDS C2 & C3 - HORIZONTAL ALIGNMENTS
ISLANDS C4 & C5 - HORIZONTAL ALIGNMENTS
ISL. C2A, C2B, C2C, C2 & C3-MUDFLAT & SAND BORROW AREAS-ALIGN TABLES
ISL. C4, C5 & N2-FINE BORROW AREAS-ALIGN. TABLES
LANDSCAPE DRAWINGS
ISLANDS - SEEDING AND WILLOW PLANTING PLAN
ISLANDS - LOAFING STRUCTURES PLAN & SECTIONS
PG001_M-P8P3S3_COVER_G-000001
PG002_M-P8P3S3_INDEX_G-000002
PB01_M81B11025
PB02_M810LB026
PB03_M810LB027
PB04_M810LB028
PB05_M810LB029
PB06_M810LB030
PB07_M810LB031
PB08_M810LB032
PB09_M810LB033
PB010_M810LB034
PB011_M810LB035
PB012_M-P8P3S3_BLOG_B-01214
PB013_M-P8P3S3_BLOG_B-01315
PC101_M-P8P3S3_STPLN_C-110116
PC102_M-P8P3S3_STPLN_C-110217
PC103_M-P8P3S3_STPLN_C-110318
PC104_M-P8P3S3_STPLN_C-110419
PC105_M-P8P3S3_STPLN_C-110520
PC106_M-P8P3S3_STPLN_C-110621
PC107_M-P8P3S3_STPLN_C-110722
PC108_M-P8P3S3_STPLN_C-110823
PC109_M-P8P3S3_STPLN_C-110924
PC110_M-P8P3S3_STPLN_C-111025
PC111_M-P8P3S3_STPLN_C-111126
PC112_M-P8P3S3_STPLN_C-111227
PC113_M-P8P3S3_STPLN_C-111328
PC301_M-P8P3S3_SECT_C-330129
PC302_M-P8P3S3_SECT_C-330230
PC303_M-P8P3S3_SECT_C-330331
PC601_M-P8P3S3_ALGN_C-660132
PC602_M-P8P3S3_ALGN_C-660233
PC603_M-P8P3S3_ALGN_C-660334
PC604_M-P8P3S3_ALGN_C-660435
PC605_M-P8P3S3_ALGN_C-660536
PL101_M-P8P3S3_LSCP_L-110137
PL102_M-P8P3S3_LSCP_L-110238
2’
2’
2’
1’
2’
2’
SECTION
WILLOW PLANTING
PLACE FIRST ROW OF
WILLOW CUTTINGS
INTO FINE MATERIAL
2’ FROM EDGE OF OF
FINES
FINE MATERIAL
GRANULAR FILL
WILLOW PLANTING
PLAN
FIRST ROW (WILLOW EVERY 2’)
SECOND ROW (WILLOW EVERY 2’)
EDGE OF FINES
STAGGER
SECOND ROW OF WILLOW
CUTTINGS SHALL BE
STAGGERED FROM
THE FIRST ROW
D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
T
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
ISLAND C3
ISLAND C2
ISLAND C2C
ISLAND C2B
ISLAND C2A
NOTE:
1. SEEDING SHALL EXTEND TO EDGE OF FINE MATERIAL.
LEGEND:
DOUBLE ROW OF WILLOWS
G C
W J J F J S
H
G C
W J
B M
L-101
S E
E D
IL
L
A N
T
IN
G
P L
A N
N
N
SEED MIX 1
ISLAND N2
(OPTION 3)
ISLAND C5
(OPTION 2)
ISLAND C4
(OPTION 1)
NO WILLOWS WITHIN
100 FEET OF TURTLE
MOUND
L A
N D
S C
A P
E
P L
M P
P
S
L S
C P
L
.D
10’
4’
MIN
10’
SECTION
RIPRAP
TOP OF
ROCK
TYPE 2 ANCHORAGE
WILDLIFE LOAFING STRUCTURE
TREE
VANE
TRUNK OF TREE
LEVELING BED
M
IN
C O
V E
R
EXISTING GROUND
VARIES
VANE
SECTION
TOP OF
BERM
TYPE 1 ANCHORAGE
WILDLIFE LOAFING STRUCTURE
GRANULAR
FILL
TREE
D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T X
X
U
N E
N A
D
R V
C O
N S
T R
U C
T
A W
IN
G
M
IS
S
IS
S
IP
P I R
IV
E R
P
O O
L
H O
U S
T
U N
T Y
M N
E N
V
M G
M T
P R
O G
P O
O L
IS
L A
N
A S
A G
E
A
W
E S
B
D
M S
L
A
D J
D w n b y
D e s ig n e d b y
D a t e
R e v
C k d b y
US Army Corps of Engineers
St. Paul District
Sheet reference number:
A
B
C
D
2 3 4 5
A u t h o r it y
F m e
P lo t
D a t e
P lo t
S c a le
D r a w m b e r
S o li c it a t
S y m b o l
D e s c r ip t io n A p p r
D a t e
H o r iz o n t a l C o o r d in a t e
S y s t e m
V e r t ic a l C o o r d in a t e
S y s t e m
Sheet of
D E
P A
R T
M E
M Y
S T
P A
U L
M
IN
N E
S O
T A
C O
R
G
IN
E E
R S
S T
P A
T R
IC
T
ISLAND C3
ISLAND C2
ISLAND C2C
ISLAND C2B
ISLAND C2A
G C
W J J F J S
H
G C
W J
B M
L-102
N
N
L O
A F
R U
C T
U R
E S
P L
C T
IO
N S
KEYNOTES:
GENERAL PLACEMENT NOTES:
1. LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE COORDINATED WITH THE COR.
LOAFING STRUCTURES SHALL BE UNEVENLY SPACED IN ORDER TO ACHIEVE A MORE
NATURAL APPEARANCE. EXCEPT FOR THOSE ANCHORED IN SAND TIPS, THE
CONTRACTOR WILL HAVE CONSIDERABLE FLEXIBILITY IN THE PLACEMENT OF WILDLIFE
LOAFING STRUCTURES.
2. TREES ANCHORED INTO SAND TIPS SHALL BE PLACED PERPENDICULAR TO THE SAND TIP.
UNANCHORED TREES PLACED ADJACENT TO SAND TIPS SHALL BE PLACED PARALLEL TO
THE SAND TIP.
3. LOAFING STRUCTURES WITHIN THE MUDFLATS MAY BE PLACED PRIOR TO OR DURING
PLACEMENT OF FILL WITHIN THE MUDFLAT. NO MORE THAN 1/3 OF THE STRUCTURE
SHALL BE BURIED IN THE MUDFLAT.
600’0 300’
600’0 300’
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T
T
T
T
T
T
T T
T
T
T
T
T T
T2
TB
TB
NOTES:
ISLAND N2
(OPTION 3)
ISLAND C4
(OPTION 1)
ISLAND C5
(OPTION 2)
1. TREE BUNDLES CONSIST OF 6
TREES INTERLOCKED TOGETHER
AND PLACED, UNANCHORED.
TREE, UNANCHORED
TREE, TYPE 1 ANCHORAGE (GRANULAR FILL)
TREE, TYPE 2 ANCHORAGE (ROCK)
TREE BUNDLE
T
T1
T2
TB
T
T
T
T
T
L A
N D
S C
A P
E
P L
M P
P
S
L S
C P
L
.D
10 20 30 40 50 60 70 80 90 100
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
E L E
V A
T
IO
.S .L
J
JANUARY
1972-2007
10 20 30 40 50 60 70 80 90 100
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
E L E
V A
T
IO
.L
J
FEBRUARY
1972-2007
100 10 20 30 40 50 60 70 80 90 100
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
E L E
V A
T
IO
.L
J
10 20 30 40 50 60 70 80 90 100
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
E L E
V A
T
IO
.L
J
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
10 20 30 40 50 60 70 80 90 100
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
E L E
V A
T
IO
.L
J
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
10 20 30 40 50 60 70 80 90 100
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
E L E
V A
T
IO
.L
J
MARCH
1972-2007
JUNE
1972-2007
MAY
1972-2007
APRIL
1972-2007
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
LOCK & DAM 8 POOL
GENOA, WISCONSIN
MISSISSIPPI RIVER
ELEVATION DURATION CURVES
JANUARY - JUNE
1972 - 2007
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
DRAWING NUMBER
DAM8PDC D1
THESE MONTHLY DURATION CURVES WERE DERIVED USING
THE U.S. ARMY CORPS OF ENGINEERS LOCK & DAM 8 POOL
GAUGE DATA, FOR THE PERIOD 1972 THROUGH 2007. THIS
STATION HAS A PERIOD OF RECORD FROM 1934 THROUGH
THE PRESENT.
DURATION CURVES INCLUDE DATA FROM JUNE THROUGH
SEPTEMBER 2001 AND 2002 WHEN A 1.5’ DRAWDOWN WAS
DONE AT LOCK AND DAM 8
1.
2.
10 20 30 40 50 60 70 80 90 100
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
637.0
E L E
V A
T
IO
.L
J
10 20 30 40 50 60 70 80 90 100
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
E L E
V A
T
IO
.L
J
100 10 20 30 40 50 60 70 80 90 100
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
E L E
V A
T
IO
.L
J
10 20 30 40 50 60 70 80 90 100
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
E L E
V A
T
IO
.L
J
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
10 20 30 40 50 60 70 80 90 100
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
E L E
V A
T
IO
.L
J
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
10 20 30 40 50 60 70 80 90 100
PERCENT OF TIME AT OR ABOVE INDICATED ELEVATION
E L E
V A
T
IO
.L
J
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
637.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
637.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
637.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
637.0
JULY
1972-2007
AUGUST
1972-2007
SEPTEMBER
1972-2007
DECEMBER
1972-2007
NOVEMBER
1972-2007
OCTOBER
1972-2007
LOCK & DAM 8 POOL
GENOA, WISCONSIN
MISSISSIPPI RIVER
ELEVATION DURATION CURVES
JULY - DECEMBER
1972 - 2007
DRAWING NUMBER
DAM8PDC D2
THESE MONTHLY DURATION CURVES WERE DERIVED USING
THE U.S. ARMY CORPS OF ENGINEERS LOCK & DAM 8 POOL
GAUGE DATA, FOR THE PERIOD 1972 THROUGH 2007. THIS
STATION HAS A PERIOD OF RECORD FROM 1934 THROUGH
THE PRESENT.
DURATION CURVES INCLUDE DATA FROM JUNE THROUGH
SEPTEMBER 2001 AND 2002 WHEN A 1.5’ DRAWDOWN WAS
DONE AT LOCK AND DAM 8
1.
2.
5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25
JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER
E le v a t io n in f e e t a b o v
.L
J
627.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
637.0
638.0
639.0
5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25
JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER
E le v a t io n in f e e t a b o
.L
J
627.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
637.0
638.0
639.0
5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25
JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER
E le v a t io n in f e e t a b o
.L
J
627.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
637.0
638.0
639.0
5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25
JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER
E le v a t io n in f e e t a b o
.L
J
627.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
637.0
638.0
639.0
5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25
JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER
E le v a t io n in f e e t a b o
.L
J
627.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
637.0
638.0
639.0
LOCK & DAM 8 POOL
GENOA, WISCONSIN
MISSISSIPPI RIVER
ELEVATION HYDROGRAPHS
1998 - 2002
A. THESE ELEVATION HYDROGRAPHS WERE OBTAINED FROM U.S. ARMY
CORPS OF ENGINEERS STATION AT LOCK & DAM 8 POOL. THIS
STATION HAS A PERIOD OF RECORD FROM 1934 TO THE PRESENT.
DAM8PHY_H1
B. THESE HYDROGRAPHS DO NOT REPRESENT, NOR ARE THEY INTENDED
TO REPRESENT, AVERAGE, TYPICAL OR FUTURE CONDITIONS. ADDITIONAL
INFORMATION MAY BE OBTAINED AT THE CORPS OF ENGINEERS OFFICE
IN ST. PAUL, MINNESOTA.
C. STAGE VALUES FROM JUNE THROUGH SEPTEMBER 2001 AND 2002 WERE
EFFECTED BY A 1.5’ DRAWDOWN DONE AT LOCK AND DAM 8.
5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25
JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER
E le v a t io n in f e e t a b o
.L
J
627.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
637.0
5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25
JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER
E le v a t io n in f e e t a b o
.L
J
627.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
637.0
638.0
639.0
5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25
JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER
E le v a t io n in f e e t a b o
.L
J
627.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
637.0
638.0
639.0
5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25
JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER
E le v a t io n in f e e t a b o
.L
J
627.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
637.0
638.0
639.0
5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25 5 10 15 20 25
JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER
E le v a t io n in f e e t a b o
.L
J
627.0
628.0
629.0
630.0
631.0
632.0
633.0
634.0
635.0
636.0
637.0
A. THESE ELEVATION HYDROGRAPHS WERE OBTAINED FROM U.S. ARMY
CORPS OF ENGINEERS STATION AT LOCK & DAM 8 POOL. THIS
STATION HAS A PERIOD OF RECORD FROM 1934 TO THE PRESENT.
LOCK & DAM 8 POOL
GENOA, WISCONSIN
MISSISSIPPI RIVER
ELEVATION HYDROGRAPHS
2003 - 2007
DAM8PHY_H2
B. THESE HYDROGRAPHS DO NOT REPRESENT, NOR ARE THEY INTENDED
TO REPRESENT, AVERAGE, TYPICAL OR FUTURE CONDITIONS. ADDITIONAL
INFORMATION MAY BE OBTAINED AT THE CORPS OF ENGINEERS OFFICE
IN ST. PAUL, MINNESOTA.
C. STAGE VALUES FROM JUNE THROUGH SEPTEMBER 2001 AND 2002 WERE
EFFECTED BY A 1.5’ DRAWDOWN DONE AT LOCK AND DAM 8.
File details come from the government source that posted it. Updated .